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Contract 44463 (2)
CITY SECRETARY u ' L .p CONTRACT NO. THIS COPY FOR: CONTRACTOR FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF CONTRACTOR'S aONDING CO. +� CITY SECRETARY CITY MANAGER'S OFFICE ENGINEERING DN. TAW. FILE COPY 2011 Intersection Capacity Improvements at Three (3) Intersections: S. Hulen Street and Overton Plaza W. 7th Street and Carroll Street Handley Ederville Road and Randol Mill Road City Project No. 01815 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department January 2013 Kimley-Hom and Associates, Inc. TBPE Firm No. F-928 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102 Phone: (817) 335-6511 Fax: (817) 335-5070 2013 M&C Review http://apps.cfwnet.org/councilpacket/mc review.asp?ID=18187&coun... CITY COUNCIL AGENDA DATE: CODE: SUBJECT: Official site of the City of Fort Worth, Texas FORT WORT') COUNCIL ACTION: Approved on 4/9/2013 4/9/2013 REFERENCE NO.: **C-26191 LOG NAME: 202011 INT. IMP. C TYPE: CONSENT PUBLIC HEARING: NO Authorize Execution of a Construction Contract with McClendon Construction Company, Inc., in the Amount of $415,712.00 for Paving, ADA Ramps and Traffic Signal Improvements at Three Intersections, South Hulen Street at Overton Plaza, West Seventh Street at Carroll Street, and Handley Ederville Road at Randol Mill Road and Provide for Project Costs and Contingencies for a Project Total in the Amount of $646,125.00 (COUNCIL DISTRICTS 3, 4, and 7) RECOMMENDATION: It is recommended that the City Council authorize the execution of a construction contract with McClendon Construction Company Inc., in the amount of $415,712.00 for paving, ADA ramps and traffic signal improvements at three Intersections, South Hulen Street at Overton Plaza, West Seventh Street at Carroll Street, and Handley Ederville Road at Randol Mill Road and provide for project costs and contingencies for a project total in the amount of $646,125.00. DISCUSSION: These projects were evaluated using the Intersection Improvement Criteria developed in 2004 which is based on traffic congestion, vehicular delays, accident history and pedestrian access. The improvements include building an additional left turn lane, a new traffic signal with audible pedestrian signals and ADA ramps on South Hulen Street at Overton Plaza, a right turn lane on Handley Ederville Road at Randol Mill Road and a wider radius with ADA ramps and count down pedestrian signals on West Seventh Street at Carroll Street (See attachments). Funding for this project is included in the 2004 and 2008 Capital Improvement Program. The request for competitive, sealed proposals was advertised on January 3, 2013 and January 10, 2013 in the Fort Worth Star -Telegram. Two firms submitted proposals with the required Post -Bid, Pre -Award Documents. The following proposals were submitted for this project on January 31, 2013: BIDDER McClendon Construction Company, Inc. Ed A. Wilson Inc. AMOUNT $415,712.00 $598,863.50 Staff recommends awarding this contract in the amount of $415,712.00 to McClendon Construction Company, Inc. An additional $231,413.00 will be necessary to provide for project costs - including materials ($181,413.00) and contingencies ($50,000.00) - for a total project cost in the amount of $646,125.00. M/WBE Office: McClendon Construction Co., Inc., is in compliance with the City's BDE Ordinance by committing to an eight percent MBE participation and documenting good faith effort. McClendon of 2 4/26/2013 10:06 AM M&C Review http://apps.cfwnet.orgcouncil_packet/mc review.asp?ID=18187&coun... Construction Co., Inc., identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not submit the lowest bids. The City's MBE goal on this project is 12 percent. Construction is anticipated to begin May 2013 and be completed by November 2013. The projects are located in COUNCIL DISTRICTS 3, 4, and 7. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budgets, as appropriated, in the Street Improvement Fund and the Street Improvement 2008 Fund. TO Fund/Account/Centers FROM Fund/Account/Centers C200 541200 201390181583 $387,500.00 C204 541200 201390181583 $28,212.00 Submitted for City Manaaer's Office bv: Fernando Costa (6122) Oriainatina Department Head: Douglas W. Wiersig (7801) Additional Information Contact: Alonzo Linan (7861) ATTACHMENTS MandC Exhibit HandleyEderville RandolMill.pdf MandC Exhibit Hulen OvertonPlaza.pdf MandC Exhibit W7th Carroll.pdf Project Location Map.pdf of 2 4/26/2013 10:06 AM 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 11 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 09-15 39 Minority and Women Businwz En+a,tvi Goal 19 00 45 40 Minority Business Enterprise Goal 20 00-45 11 frnall Uarrri„ss Enterprise Goal 21 00 52 43 Agreement 22 00 61 13 Performance Bond 23 00 61 14 Payment Bond 24 00 61 19 Maintenance Bond 25 00 61 25 Certificate of Insurance 26 00 72 00 General Conditions 27 00 73 00 Supplementary Conditions 28 29 Division 01- General Requirements 30 01 11 00 Summary of Work 31 01 25 00 Substitution Procedures 32 01 31 19 Preconstruction Meeting 33 01 31 20 Project Meetings 34 01 32 16 Construction Progress Schedule 35 01 32 33 Preconstruction Video 36 01 33 00 Submittals 37 01 35 13 Special Project Procedures 38 01 45 23 Testing and Inspection Services 39 01 50 00 Temporary Facilities and Controls 40 01 55 26 Street Use Permit and Modifications to Traffic Control 41 01 57 13 Storm Water Pollution Prevention Plan 42 01 58 13 Temporary Project Signage 43 01 60 00 Product Requirements 44 01 66 00 Product Storage and Handling Requirements 45 01 71 23 Construction Staking 46 01 70 00 Mobilization and Remobilization 47 01 74 23 Cleaning 48 01 77 19 Closeout Requirements 49 01 78 23 Operation and Maintenance Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 000000-1 TABLE OF CONTENTS Page 1 of 4 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 000000-2 TABLE OF CONTENTS Paget of 4 1 01 78 39 Project Record Documents 2 3 Technical Specifications which have been modified by the Engineer specifically for this 4 Project; hard copies are included in the Project's Contract Documents 5 6 34 41 10 Traffic Signals 7 34 41 30 Aluminum Signs 8 9 Technical Specifications listed below are included for this Project by reference and can be 10 viewed/downloaded from the City's Buzzsaw site at: 11 12 htps://proiectpoint.buzzsaw.com/client/fortworthaov/Resources/02%20- 13 %20Construction%20Documents/Specifications 14 15 Division 02 - Existing Conditions 16 02 41 13 Selective Site Demolition 17 02 41 14 Utility Removal/Abandonment 18 02 41 15 Paving Removal 19 20 Division 03 - Concrete 21 03 30 00 Cast -In -Place Concrete 22 03-3-1 13 Controlled Low S ngth Material (CLSM) 23 03 34 16 Concrete Base Material for Trench Repair 24 03 80 00 Modifications to Existing Concrete Structures 25 26 Division 26 - Electrical 27 26 05 00 Common Work Results for Electrical 28 26 05 10 D x ition for Electrical Systems- 29 26 05 33 Raceway and Boxes for Electrical Systems 30 26 05 43 Underground Ducts and Raceways for Electrical Systems 31 32 Division 31 - Earthwork 33 31 10 00 Site Clearing 34 31 23 16 Unclassified Excavation 35 31 23 23 Borrow 36 31 24 00 Embankments 37 31 25 00 Erosion and Sediment Control 38 31 36 00 Gabions 39 31 37 09 ll &p 40 41 Division 32 - Exterior Improvements 42 32 01 17 Permanent Asphalt Paving Repair 43 32 01 18 Temporary Asphalt Paving Repair 44 32 01 29 Concrete Paving Repair 45 32 11 23 Flexible Base Courses 46 32 11 29 Lime Treated Base Courses 47 32 11 33 C ISMit Tnatcd Base Courses 48 32 12 16 Asphalt Paving 49 32 12 73 Asphalt Paving Crack Sealants 50 32 13 13 Concrete Paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 000000-3 TABLE OF CONTENTS 1 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 2 32 13 73 Concrete Paving Joint Sealants 3 32 14 16 Briok Unit Paving 4 32 16 13 Concrete Curb and Gutters and Valley Gutters 5 32 17 23 Pavement Markings 6 32 31 13 Chain Link Fences and Gates 7 32 31 26 Wire Fences and Gates 8 32 31 29 Wood Fences and Gates 9 32 32 13 Cast -in -Place Concrete Retaining Walls 10 32 91 19 Topsoil Placement and Finishing of Parkways 11 32 92 13 Hydro -Mulching, Seeding, and Sodding 12 32 93 43 TrVCc and S1av'Sc 13 14 Division 33 - Utilities 15 33 01 30 Eater and Manhole Testing 16 33 01 31 Closed Circuit Television (CCTV) Inspection 17 33- 03 10 B�ypao Pumping of Elii1ting Sewer Systems 18 33 04 10 Jest B- onding and Elee rioal Isolation 19 33 01 11 Corrosion Control Test Stations 20 33 01 12 Magnesium Anode Cathodic Protection System 21 33 04 30 Torn oniry Water Services 22 33 04 40 Cleaning and Acceptance Testing of Water Mains 23 33 05 10 Utility Trench Excavation, Embedment, and Backfill 24 33 05 12 Water Line Lowering 25 33 05 13 Frame, Cover and Grade Rings 26 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 27 33 05 16 Concrete Water Vaults 28 33 05 17 Concrete Collars 29 33 05 29 .merger Boi ng 30 33 05 21 Parma liner Plate 31 33 05 23 Steel Casing Pipe 32 33 05 23 I -kind Tunneling 33 33 05 21 Installation of Ca-rior Pipo in Casing or Tunnol Linor Plate 34 33 05 26 Utility Markers/Locators 35 33 05 30 Location of Existing Utilities 36 33 11 10 Ductile Iron Pipe 37 33 11 11 Ductile Iron Fittings 38 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 39 33 11 13 Concreto 1)706M1,0 Pipe, Bar Wrapped, Stacy Gyliidcr Type 40 33 11 11 Bo od Steel Pipe and Fittings 41 33 12 10 Water Services 1 inch to 2 inch 42 33 12 20 Resilient Seated Gate Valve 43 33 13 21 AWWA Rub Sated Butterfly Valves 44 33 12 25 Connection to Existing Water Mains 45 33 12 39 Combination Air Valve Ass nl-Aiac for Potable Water Systems 46 33 12 10 Fire Hydrants 47 33 12 50 Water Sample Stations 48 33 31 12 Cured in Place Pipe (CIPP) 49 33 22 13 Rb wg is Roinforcod Pip for Gravity Sanitary Sewers 50 33 31 15 I-IDPE Pipo Far £tnin,' Sewers (Gravity and Force Mains) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 Page 3 of4 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 00 00 - 4 TABLE OF CONTENTS 1 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 2 33 31 21 Polyvinyl Cnlorklo (PVC) Closed P-o:i1e Gravity Sanitary Sewer Pipe 3 33 31 22 Sanitary-Sewor Vir lining 4 33 31 23 Sanitary Sewer Pipe Enlargement 5 33 31 50 Sanitary Sewer Service Connectrenc-and Eorvice Line 6 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 7 33 39 10 Cast in Place Concrete Manholes 8 33 39 20 Precast Concrete Manholes 9 33 39 30 Fib orgl xn Manholes 10 33 3910 Wastewater Access Chamber (WAC) 11 33 39 60 Epoxy Liners for Sanitary Scwcr Structures 12 33 41 10 Rtnforced Concrete Storm Sewer Pipe/Culverts 13 33 11 11 I-IDPE Stars Sov,er Pipe 14 33 46 00 &ab d ainog 15 33 46 01 Plotted Storm Drain 16 33 16 02 Trenoh Dainc 17 33 19 10 Cast in Place Mara':ol e and k nction Boxes 18 33 49 20 Curb and Drop Inlets 19 33 49 40 Storm Drainage Headwalls and Wingwalls 20 21 Division 34 - Transportation 22 34 41 10 Traffic Signals 23 34 41 13 Removing Traffic Signals 24 34 41 20 Roadway Illumination Assemblies 25 34 41 30 Aluminum Signs 26 34 71 13 Traffic Control 27 28 Appendix 29 GC-4.01 Availability of Lands 30 GC-4.02 Subsurface and Physical Conditions 31 GC-4.04 Underground Facilities 32 GC-4 06 1-laxrdous Envi:onmanta1 Condition at Site 33 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 34 GC-6.07 Wage Rates 35 GC-6.09 Permits and Utilities 36 GC-6.24 Nondiscrimination 37 GR-01 60 00 Product Requirements 38 39 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 20, 2012 Page 4 of 4 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 00 05 10 - 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 000515-1 ADDENDA Page 1 of 1 201 1 Intersection Capacity Improvements at Three (3) Intersections 01815 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 0011 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of 2011 Intersection Capacity Improvements at Three (3) 5 Intersections will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 until 1:30 P.M. CST, Thursday, February 7, 2013, and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate) following: 1,870 SF 4" Sidewalk, 185 SY of 8" 16 Concrete Pavement, 560 SY of 9" Concrete Pavement, traffic signal installation, traffic signal 17 modifications, 300 SY of 2" Asphalt Pavement Type D, 225 SY of 3" Asphalt Pavement Type D, 18 70 SY of 4" Asphalt Pavement Type D, 370 SY of 4" Asphalt Pavement Type B, 34 LF of 8" 19 DIP Water, and pavement markings and signage. 20 21 PREQUALIFICATION 22 The improvements included in this project, which require prequalification, must be performed by 23 a contractor who is prequalified by the City at the time of bid opening. The procedures for 24 qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO 25 BIDDERS. 26 27 DOCUMENT EXAMINATION AND PROCUREMENTS 28 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 29 of Fort Worth's Purchasing Division website at httn://www.fortworthgov.org/nurchasinp/ and 30 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 31 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 32 suppliers. 33 34 Copies of the Bidding and Contract Documents may be purchased from: 35 36 City of Fort Worth 37 James Avenue Service Center 38 Traffic Management Division 39 5001 James Avenue, Suite 301 40 Fort Worth, Texas 76115 41 Phone: 817-392-8100 42 Contact: Yvette Mosley 43 44 The cost of Bidding and Contract Documents is: 45 46 Set of Bidding and Contract Documents with half size drawings: $30 47 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 1113 -2 INVITATION TO BIDDERS Page 2 of 2 1 PREBID CONFERENCE 2 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 3 BIDDERS at the following location, date, and time: 4 DATE: January 31, 2013 5 TIME: 9:30 am 6 PLACE: Traffic Management Division Training Room 7 LOCATION: 5001 Jaynes Avenue, Suite 301 8 Fort Worth, TX76115 9 10 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 11 City reserves the right to waive irregularities and to accept or reject bids. 12 13 INQUIRIES 14 All inquiries relative to this procurement should be addressed to the following: 15 Attn: Lissette Acevedo, P.E., City of Fort Worth 16 Email: Lissette.acevedo(a�,fortworthg_ ov.org 17 Phone: 817-392-2722 18 AND/OR 19 Attn: Scott R. Arnold, P.E., Kimley-Horn and Associates, Inc. 20 Email: scott.arnold@kimlev-horn.com 21 Phone: 817-335-6511 22 23 ADVERTISEMENT DATES 24 January 10, 2013 25 January 17, 2013 26 27 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 21 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving — Requirements document located at; 40 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 41 %20Construction%20Documents/Contractor%20Prequalification/TPW%20PavinQ 42%20Contractor%20Prequalification%20ProEraln/PREOUALIFICATION%2OREQ 43 UIREMENTS%20FOR%20PAV ING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 46 https://proiectpoint.buzzsaw.com/fortworthaov/Resources/02%20- 47 %20Construction%20Documents/Contractor%20Preaualification/TPW%20Paving 48%20Contractor%20Prequalification%20Program/PREOUALIFICATION%2OREO 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 0021 13 -2 INSTRUCTIONS TO BIDDERS Page 2 of 9 2 3.1.3. Water and Sanitary Sewer — Requirements document located at; 3 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%20Documents/Contractor%20Preaualification/Water%20and%o2 5 OSanitarv%20Sewer%20Contractor%20Preaualification%20Program/WSS%20pre 6 qual%20requirements.doc?public 7 8 9 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 10 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 11 45 11, BIDDERS PREQUALIFICATIONS. 12 13 3.2.1. Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 18 bidder(s) for a project to submit such additional information as the City, in its sole 19 discretion may require, including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project, and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information, a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information, if requested, may be grounds 26 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 29 3.4.1n addition to prequalification, additional requirements for qualification may be required 30 within various sections of the Contract Documents. 31 32 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 33 34 4.1. Before submitting a Bid, each Bidder shall: 35 36 4.1.1. Examine and carefully study the Contract Documents and other related data 37 identified in the Bidding Documents (including "technical data" referred to in 38 Paragraph 4.2. below). No information given by City or any representative of the 39 City other than that contained in the Contract Documents and officially 40 promulgated addenda thereto, shall be binding upon the City. 41 42 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 43 site conditions that may affect cost, progress, performance or furnishing of the 44 Work. 45 46 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 47 progress, performance or furnishing of the Work. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 0021 13 -3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site (except Underground Facilities) that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents. No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research, investigations, tests, borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations, tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations, tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work, time required for its completion, and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research, tests, explorations, and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima -facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 21 13 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures (except Underground Facilities) which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents, but the "technical data" contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data" or 11 any other data, interpretations, opinions or information. 12 13 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means, methods, techniques, sequences or 17 procedures of construction (if any) that may be shown or indicated or expressly required 18 by the Contract Documents, (iii) that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc., have not been resolved through the interpretations by City as described in 22 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 27 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work, Etc. 32 33 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities, construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 44 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 0021 13 -5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits, and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1. A11 questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 5001 James Avenue, Suite 301 20 Fort Worth, TX 76115 21 Attn: Lissette Acevedo, P.E., Transportation and Public Works Department 22 Fax: 817-392-2533 23 Email: Lissette.acevedo@fortworthgov.org 24 Phone: 817-392-2722 25 26 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 29 6.3. Addenda or clarifications may be posted via Buzzsaw at 30 https://nroiectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20Proiects/01815 31 %20- 32 %202011%20lntersection%20lmprovements%20Phase%201 /Bid%20Documents%20Pa 33 ckaRe 34 35 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 36 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 37 Project. Bidders are encouraged to attend and participate in the conference. City will 38 transmit to all prospective Bidders of record such Addenda as City considers necessary 39 in response to questions arising at the conference. Oral statements may not be relied 40 upon and will not be binding or legally effective. 41 42 7. Bid Security 43 44 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 45 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 46 the requirements of Paragraphs 5.01 of the General Conditions. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or -Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with City Ordinance No. 15530 (as amended), the City has goals for 31 the participation of minority business and women business enterprises in City 32 contracts. A copy of the Ordinance can be obtained from the Office of the City 33 Secretary. The Bidder shall submit the MBE/WBE Utilization Form, 34 Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or 35 Good Faith Effort Form (with "documentation) and/or Joint Venture Form as 36 appropriate. The Forms including documentation must be received by the City no 37 later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The 38 Bidder shall obtain a receipt from the City as evidence the documentation was 39 received. Failure to comply shall render the bid as non -responsive. 40 41 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 42 or organization against whom Contractor has reasonable objection. 43 44 12. Bid Form 45 46 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 47 obtained from the City. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27. 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 21 13 -7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 46 marked with the City Project Number, Project title, the name and address of Bidder, and 47 accompanied by the Bid security and other required documents. If the Bid is sent through the 48 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 49 with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 4 withdrawn prior to the time set for bid opening. A request for withdrawal must be 5 made in writing by an appropriate document duly executed in the manner that a Bid 6 must be executed and delivered to the place where Bids are to be submitted at any 7 time prior to the opening of Bids. After all Bids not requested for withdrawal are 8 opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 35 13 BID FORM 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 also be downloaded from the website links provided below. htto://www.ethics.state.tx.us/forms/CIQ.Ddf htto://www.ethics.state.tx.us/forms/CIS.odf 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 ❑ CIS Form is being provided to the City Secretary BIDDER: McClendon Construction Company, Inc By: Dan : ndon PO Box 999 Signature: Burleson, TX 76097 Title: END OF SECTION President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 35 13 00 41 00 BID FORM Page 1 of 3 TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: City Project No.: 01815 SECTION 00 41 00 BID FORM 2011 Intersection Capacity Improvements at Three (3) Intersections S. Hulen Street at Overton Plaza, W. 7th Street at Carroll Street, and Handley Ederville Road at Randol Mill Road Units/Sections: Traffic Signal and Paving Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Traffic Signal Installation b. c. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 180 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00 00 41 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is submitted on 2/7/2013 by the entity named below. Respec ' ubmitted, Receipt is acknowledged of the following Addenda: By: Addendum No. 1: Addendum No. 2: (Signature) Dan McClendon (Printed Name) Title: President Company: McClendon Construction Company, Inc Address: PO Box 999 Burleson, TX 76097 State of Incorporation: Texas Email: danc mcclendonconstLuction.com Phone: 817/295-0066 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Addendum No. 3: Addendum No. 4: Corporate Seal: Initial DM 00 41 00 Item Spec. No. Item Name of Pay Item with Unit Price in Words 2011 Intersection improvements at Three (3) Intersections 1 0241.0100) Remove Sidewalk 0241.0300 0241.0550 dollars and Remove ADA Ramp dollars and Remove Guardrail dollars and 0241.1000 Remove Conc Pvmt dollars and 0241.1100 Remove Asphalt Pvmt dollars and 0241.1300 Remove Conc Curb&Gutter dollars and 0241.1602 Remove Concrete Water Vault dollars and 0241.3013 Remove 18" Storm Line 0241.0500 dollars and Remove Fence dollars and 2605.0111IELEC SERV PED (dollars and 2605.3011I2" CONDT PVC SCH 40 (T) 'dollars and 2605.301212" CONDT PVC SCH 40 (B) (dollars and 2605.3021I3" CONDT PVC SCH 40 (T) 'dollars and 2605.302213" CONDT PVC SCH 40 (B) )dollars and 3110.0101 Site Clearing 3110.0103 dollars and 12"-18" Tree Removal 'dollars and 3123.0101IUnclassified Excavation !dollars and 3124.0101Embankment (dollars and 3125.0101 SWPPP >_ 1 acre 3211.0313 dollars and 8" Flex Base, Type D, GR-1 !dollars and 3211.0400I Lime )dollars and 3211.0501I6" Lime Treatment 'dollars and 3211.050218" Lime Treatment )dollars and 3212.030212" Asphalt Pvmt Type D !dollars and cents per unit cents per unit cents per unit cents per unit cents per unit cents per unit cents per unit} cents per unit) cents per unit) cents per unitl cents per unit cents per unit cents per unit cents per unit) cents per unit cents per unit) cents per unit cents per unit cents per unit cents per unit! cents per unit cents per unit) cents per unit) cents per unit S. Hulen at Overton Plaza Approx.DQuantity Handley W. 7th at Ederville Carroll at Randol Mill Total Unit 1150 780 0 1,930 SF 4 4 0 8 EA O 0 110 360 150 0 35 130 O 2 O 10 0 1 45 225 90 465 0 0 200 30 0 0 20 950 0 300 0 0 0 0 35 0 0 0 190 190 LF 60 170 SY 160 45 0 0 55 555 SY 325 LF 2 10 55 O 1 15 60 0 0 225 125 190 655 O 1 2 40 200 10 10 0 115 0 0 225 9 O 0 O 500 0 0 EA LF LF EA LF LF LF LF LS 2 EA 440 CY 50 CY 1 LS 340 29 950 500 300 SY TN SY SY SY Unit Bid Price $ 2.50 $ 525.00 $ 23.00 $ 34.00 $ 22.00 $ 13.00 $ 650.00 $ 41.00 $ 7.00 $ 3,950.00 $ 10.00 $ 21.00 $ 11.00 $ 23.00 $ 19,950.00 $ 800.00 $ 49.00 $ 15.00 $ 6,750.00 $ 28.00 $ 184.00 $ 5.50 $ 6.75 $ 19.00 Total Amount $ 4,825.00 $ 4,200.00 $ 4,370.00 $ 5,780.00 $ 12,210.00 $ 4,225.00 $ 1,300.00 $ 410.00 $ 385.00 $ 3,950.00 $ 600.00 $ 4,725.00 $ 1,375.00 $ 15 065.00 $ 19,950.00 $ 1,600.00 $ 21,560.00 $ 750.00 $ 6,750.00 $ 9,520.00 $ 5,336.00 $ 5,225.00 $ 3,375.00 $ 5,700.00 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 25 3212.030313" Asphalt Pvmt Type D dollars and 26 3212.0304 4" Asphalt Pvmt Type D dollars and 27 3212.0501 4" Asphalt Base Type B (dollars and 28 3213.0103I8" Conc Pvmt (dollars and 29 3213.0104I9" Conc Pvmt !dollars and 3213.030114" Conc Sidewalk (dollars and 3213.050214' Barrier Free Ramp, Type B 'dollars and 3213.051115' Barrier Free Ramp, Type A dollars and 3213.0512 5' Barrier Free Ramp, Type B 3216.0102 dollars and 7" Conc Curb and Gutter (dollars and 3217.000114" SLD Pvmt Marking HAS (W) dollars and 3217.0201 8" SLD Pvmt Marking HAS (W) 217.0301 cents per unit cents per unit cents per unit cents per unit cents per unit cents per unity, cents per unit] cents per unit cents per unit cents per unit cents per unit dollars and cents per unit 12" SLD Pvmt Marking HAE (W) dollars and 3217.0401I18" SLD Pvmt Marking HAE (W) (dollars and 3217.10021Lane Legend Arrow 'dollars and 3217.1004ILane Legend Only 'dollars and 3217.2001lRaised Marker TY W 3217.2002 dollars and Raised Marker TY Y dollars and 3217.2102 REFL Raised Marker TY I-C 3217.2103 dollars and REFL Raised Marker TY II -A -A dollars and 3217.2104 REFL Raised Marker TY II-C-R dollars and 3217.4301 Remove 4" Pvmt Marking 3217.4303 dollars and Remove 8" Pvmt Marking (dollars and 3217.4304IRemove 12" Pvmt Marking (dollars and 3217.4305IRemove 18" Pvmt Marking 'dollars and 3217.4402IRemove Lane Legend Arrow 'dollars and 3217.4404JRemove Lane Legend Only cents per unit cents per unit cents per unitj cents per unit cents per unit cents per unit cents per unit cents per unit cents per unit) cents per unit] cents per unit cents per unit) cents per unit) cents per unit O 0 225 225 SY $ 29.00 $ 0 85 0 85 SY $ 37.00 $ 300 85 0 385 SY $ 39.00 $ O 0 185 185 SY $ 57.75 $ 560 0 0 560 SY $ 66.75 $ 1,150 720 0 1,870 SF $ 7.50 $ O 3 0 3 EA $ 850.00 $ 4 0 0 4 EA $ 850.00 $ 4 3 0 7 EA $ 850.00 $ 100 125 85 310 LF $ 29.50 $ 55 0 80 135 LF $ 1.75 $ O 0 120 120 LF $ 2.00 $ 700 0 0 700 LF $ 3.50 $ 170 684 60 914 LF $ 5.25 $ 4 0 1 5 EA $ 120.00 $ 4 0 1 5 EA $ 140.00 $ 220 0 0 220 EA $ 3.25 $ 155 0 0 155 EA $ 3.25 $ 20 0 0 20 EA $ 3.25 $ 40 0 0 40 EA $ 3.25 $ 75 0 0 75 EA $ 3.25 $ 120 20 20 160 LF $ 1.50 $ 50 0 20 70 LF $ 2.50 $ 0 0 20 20 LF $ 4.50 $ 130 506 40 676 LF $ 4.75 $ 4 0 0 4 EA $ 55.00 $ 6,525.00 3,145.00 15,015.00 10,683.75 37,380.00 14,025.00 2,550.00 3,400.00 5,950.00 9,145.00 236.25 240.00 2,450.00 4,798.50 600.00 700.00 715.00 503.75 65.00 130.00 243.75 240.00 175.00 90.00 3,211.00 220.00 3232.0100 3291.0100 dollars and Cone Ret Wall with Sidewalk dollars and Topsoil 'dollars and 3292.0100I Block Sod Placement 'dollars and 3292.0400ISeeding, Hydromulch dollars and 3305.0106 Manhole Adjustment, Major dollars and 3305.0107IManhole Adjustment, Minor 'dollars and cents per unit 3305.0108 Miscellaneous Structure Adjustment dollars and 3305.0109ITrench Safety 'dollars and 3305.0111 Valve Box Adjustment 'dollars and 3311.0001IDuctile Iron Water Fittings 'dollars and 3311.0251I8" DIP Water 'dollars and cents per unit 3312.0103 Connection to Existing 8" Water Main cents per unit cents per unit cents per unit cents per unit cents per unit cents per unit dollars and 3341.0103I18" RCP, Class 111 'dollars and 349.5001I10' Curb Inlet 'dollars and 3441.100113-Sect Signal Head Assmbly 'dollars and 3441.1002 4-Sect Signal Head Assmbly dollars and 3441.1011 Ped Signal Head Assmbly 'dollars and cents per unit cents per unit cents per unit cents per unit cents per unit' cents per unit cents per unit cents per unit' cents per unit' cents per unit' 3441.102112" Ped Push BTN Station W/ Sign (SIG Pole) 'dollars and cents per unit 3441.1031IAccessible Ped Signal (dollars and cents per unit 3441.1203IInstall Radar Presence Detect System 'dollars and cents per unit' 3441.1208I Install Emergency Vehicle Preemption System I 3 0 0 3 EA $ 55.00 $ 80 90 0 170 SF $ 43.00 $ 40 60 150 250 CY $ 16.00 $ 500 100 0 600 SY $ 4.00 $ 0 0 500 500 SY $ 3.00 $ 1 0 0 1 EA $ 1,600.00 $ O 1 0 1 EA $ 200.00 $ 1 0 0 1 EA $ 200.00 $ O 0 34 34 LF $ 26.00 $ 2 0 0 2 EA $ 150.00 $ O 0 0.05 0.05 TON $ 5,650.00 $ O 0 34 34 LF $ 175.00 $ 0 0 1 1 EA $ 900.00 $ O 25 0 25 LF $ 150.00 $ O 1 0 1 EA 12 0 3 15 EA $ 3,650.00 $ $ 850.00 $ 2 0 0 2 EA $ 1,150.00 $ 8 6 0 14 EA $ 625.00 $ O 0 2 2 EA $ 350.00 $ 8 6 0 14 EA $ 1,250.00 $ 1 0 0 1 EA $ 1,450.00 $ 1 0 0 1 LS 'dollars and cents per unit' $ 250.00 $ 3441.1313I8/C 14 AWG Multi -Conductor Cable O 170 0 170 LF 'dollars and cents per unit' $ 2.25 $ 3441.1315I20/C 14 AWG Multi -Conductor Cable 'dollars and 3441.1408INO 6 Insulated Elec Condr 'dollars and 3441.1409INO 8 Insulated Elec Condr 'dollars and 3441.1414INO 8 Bare Elec Condr cents per unit cents per unit' cents per unit' 570 0 380 950 LF $ 3.25 $ 540 0 0 540 LF $ 1.10 $ 960 0 460 1,420 LF $ 1.10 $ 825 35 ' 205 ' 1,065 ' LF 165.00 7,310.00 4,000.00 2,400.00 1,500.00 1,600.00 200.00 200.00 884.00 300.00 282.50 5,950.00 900.00 3,750.00 3,650.00 12,750.00 2,300.00 8,750.00 700.00 17,500.00 1,450.00 250.00 382.50 3,087.50 594.00 1,562.00 3441.1503 3441.1606 dollars and cents per unit $ 1.10 $ Ground Box, Large, w/ Lid Apron 4 1 3 8 EA dollars and cents per unit $ 750.00 $ Install 10' - 14' Ped Pole Assmbly dollars and 3441.1617 Install Type 41 Signal Pole dollars and 3441.1619 Install Type 43 Signal Pole 3441.1621 dollars and Install Type 45 Signal Pole dollars and 3441.1626IInstall Mast Arm 16' - 36' dollars and 3441.16271 nstall Mast Arm 40' - 48' 3441.1628 dollars and Install Mast Arm 52' - 60' cents per unit cents per unit cents per unit cents per unit! cents per unit cents per unit dollars and cents per unit! 3441.1701ITY 1 Signal Foundation 'dollars and cents per unit 3441.1703 TY 3 Signal Foundation 'dollars and cents per unitl 3441.1704ITY 4 Signal Foundation !dollars and cents per unit 3441.1705ITY 5 Signal Foundation dollars and cents per unit 3441.1711I ignal Cabinet Foundation (dollars and cents per unit 3441.1724I Install Controller & Cabinet, Ground MNT (dollars and cents per unit 3441.2001ISalvage Traffic Signal 'dollars and cents per unit] 3441.4001IFumishllnstall Alum Sign Mast Arm Mount 'dollars and cents per unit 3441.4003IFumish/Install Alum Sign Ground Mount City Std. 'dollars and cents per unit 3441.4005IInstall Alum Sign Mast Arm Mount (dollars and 3471.0001ITraffic Control (dollars and 3471.0002IPortable Message Sign 9999.0000 dollars and Remove Cone Valley Gutter cents per unit! cents per unit' cents per unit 'dollars and cents per unit 9999.0000IGuardrail Terminator !dollars and cents per unit 9999.0000 Irrigation Sytem Adjustment/Restoration 'dollars and cents per unit' 9999.00001Relocate Bus Stop Bench and Sign !dollars and cents per unit 9999.0000ITree Protection (dollars and cents per unit) 9999.0000) Lane Legend Triple Arrow (dollars and cents per unit! O 2 0 2 EA $ 330.00 $ 2 0 0 2 EA $ 500.00 $ O 0 1 1 EA $ 500.00 $ 2 0 0 2 EA $ 500.00 $ 2 0 0 2 EA $ 500.00 $ O 0 1 1 EA $ 500.00 $ 2 0 0 2 EA $ 500.00 $ O 2 0 2 EA $ 800.00 $ 2 0 0 2 EA $ 2,000.00 $ 0 0 1 1 EA $ 2,400.00 $ 2 0 0 2 EA $ 2,600.00 $ 1 0 0 1 EA $ 2,200.00 $ 1 0 0 1 EA $ 2,600.00 $ 1 1 1 3 EA $ 1,000.00 $ 4 0 1 5 EA $ 250.00 $ 2 0 1 3 EA $ 625.00 $ 4 0 1 5 EA $ 165.00 $ O 0 0 6 MO $ 2,250.00 $ 12 12 8 32 WK $ 100.00 $ 60 0 0 60 SY $ 14.00 $ O 0 1 1 EA $ 1,450.00 $ 0 0 0 1 LS $ 5,000.00 $ O 1 0 1 LS $ 1,000.00 $ O 4 0 4 EA $ 200.00 $ 1 0 0 1 EA $ 200.00 $ 1,171.50 6,000.00 660.00 1,000.00 500.00 1,000.00 1,000.00 500.00 1,000.00 1,600.00 4,000.00 2,400.00 5,200.00 2,200.00 2,600.00 3,000.00 1,250.00 1,875.00 825.00 13,500.00 3,200.00 840.00 1,450.00 5,000.00 1,000.00 800.00 200.00 104 9999.0000lRemove 5' Curb Inlet 105 9999.0000 106 9999.0000 ) SUMMARY 0 1 0 1 EA dollars and cents per unit $ 1,600.00 $ 1,600.00 Ground Box, Small w Lid 1 0 0 1 EA dollars and cents per unit $ 700.00 $ 700.00 Irrigation Water Meter Relocation dollars and AND TOTAL AMOUNT BID 1 0 0 1 EA cents per unit $ 1,600.00 $ 1,600.00 $ 415,712.00 McClendon Construction Coa, Inc. P.O. Box 9O9 Burleson, TX 76097 Addendum No. 1 2011 Intersection Capacity Improvements at Three (3) Intersections City of Fort Worth Project No. 01815 Addendum Issued: February 5, 2013 Bid Date: February 7, 2013 Addendum No. 1 includes the following changes or clarifications to the Project Manual and/or Plans: 1. Project Manual — Bid Proposal a. Replace the 00 42 43 Proposal Bid Form with the attached document. The following changes were made: • Bid Item 5 — Remove Asphalt Pavement. Changed quantity at W. 7th and Carroll from 20 to 35. • Bid Item 6 - Remove Conc Curb and Gutter. Changed quantity at W 7th and Carroll from 120 to 130. • Bid Item 15 — Site Clearing. Changed total quantity from 3 to 1. • Bid Item 19 - SWPPP > 1 Acre. Changed total quantity from 3 to 1. • Bid Item 20 — 8" Flex Base, Type D, GR-1. Changed quantity at W. 7th at Carroll from 0 to 115. • Bid Item 21 — Lime. Changed quantity at W. 7th at Carroll from 5 to 0. • Bid Item 23 — 8" Lime Treatment. Changed quantity at W. 7th at Carroll from 100 to 0. • Bid Item 26 — 4" Asphalt Pvmt Type D. Changed quantity at W. 7th at Carroll from 70 to 85. • Bid Item 27 — 4" Asphalt Pvmt Type B. Changed quantity at W. 7th at Carroll from 70 to 85. • Bid Item 56 — Manhole Adjustment, Major. Changed specification number from 3305.0106 to 3305.0114. Changed item description from Manhole Adjustment, Major to Manhole Adjustment, Major w/Cover. • Bid Item 57 — Manhole Adjustment, Minor. Changed quantity at S. Hulen at Overton Plaza from 1 to 0. • Bid Item 58 — Miscellaneous Structure Adjustment. Changed quantity at S. Hulen and Overton Plaza from 2 to 1. • Bid Item 61 — Ductile Iron Fittings. Changed quantity at Handley Ederville at Randol Mill from 0 to 0.05. • Added Bid Item 105 — Ground Box, Small, w/Lid. Added quantity for S. Hulen at Overton Plaza of 1 Ea. • Added Bid Item 106 — Irrigation Water Meter Relocation. Added quantity for S. Hulen at Overton Plaza of 1 Ea. 2. Plans a. Replace Sheet 9 with the revised sheet 9 attached. Changes made are as follows: • Detail 1/9 Pavement section. Replaced 8" lime treated subgrade with 8" flexbase • Revised limits of asphalt pavement replacement. b. Replace Sheet 47 with the attached revised sheet 47. Changes made are as follows: • Added wall elevations c. Sheet 13. Contraction Joint Detail — Note referring to Dowel Bars shall be changed to #4 x 18" Smooth Dowel Bars @ 12" O.C. d. Sheet 8. Caution Existing underground street light conduit and conductors to be protected. 3. Clarifications a. Sheet 10 — Water Line improvements for Handley Ederville. The plug at the end of the water line requires thrust blocking, utilize detail on sheet 64. Payment per bid item 61 Ductile Iron Fittings. b. Sheet 9 — W. 7th and Carroll the water vaults to be removed shall be returned to the City Water Dept. Contractor to contact Cesar Zavala at 817-475-2656. There are no known live connections the vault to be removed. c. Bid Proposal — Bid Item 58 Miscellaneous Structure Adjustment is for adjusting the telephone manhole to grade. d. Bid Proposal - Additional quantity for Bid Item 34 — 7" Conc Curb and Gutter, Bid Item 26 — 4" Asphalt Type D and Bid Item 27 — 4" Asphalt Type B was added to the quantities at W. 7th and Carroll for the curb ramp installations. Please be sure to acknowledge your receipt of this Addendum in your response. Addendum prepared by: Dana LeClaire Kimley-Horn and Associates, Inc. 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Ei BIDDER: McClendon Construction Company, Inc PO Box 999 Burleson, TX 76097 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 By: McClendon JA \ (Signature) Title: President Date: ?/2—r) 00 43 37 00 45 12 BID FORM Page 1 of 1 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Traffic Signal Installation Durable Specialties Inc #REF! #REF! Prequalification Expiration Date The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McClendon Construction Company, Inc PO Box 999 Burleson, TX 76097 END OF SECTION Dan McClendon Title: President Date: (Signature) 72-o 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 45 12 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01820. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 .J1cCLENDON CONST. CO., INC. 12 P.O. BOX 996 By: 13 Company BURLESON, TEXAS 76097 14 15 Signature: 16 Address 17 18 Title: 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the u der igned authority, on this day personally appeared 27 A G . known to me to be the person whose name is 28 subscribed to the foregoing in tru nt, and acknowledged to me that he/she executed the same as 29 the act and deed of fir. G J �•� i�.n sts+� /ter the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 33 AA' ,, , 20/3 34 36 iMikelt35 I/l� JUSTIN K. BLAIR *s ;*; NOTARY PUBLIC STATE OF TEXAS 37 • ilk! tary Pub Ic in and for the State of Texas o '}.\• 4 i COMMISSION EXPIRES: 38 ='koFz�+'' 02-05-201 7 39 40 DAN NiCCLE TON, PDES/GENT END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 (Please Print) Z/%'' day of 00 45 40-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Paste 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 12% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 21 required to comply with the intent of the City's Business Diversity Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 25 3. Good Faith Effort documentation, or; 26 4. Waiver documentation. 27 Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being 28 considered non -responsive. Any questions, please contact the M/WBE Office at (817) 212-2674. 29 30 31 32 33 34 35 36 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 deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid 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 Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. 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. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 29, 2012 2011 Intersection Capacity Improvement at Three (3) Intersections 01815 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on APRIL 9, 2013, is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and MCCLENDON CONSTRUCTION COMPANY. INC., authorized to do business 6 in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 2011 Intersection Capacity Improvements at Three (31 Intersections 16 01815 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 180 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will 26 suffer financial loss if the Work is not completed within the times specified in Paragraph 27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 28 General Conditions. The Contractor also recognizes the delays, expense and difficulties 29 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 30 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 32 City Two Hundred Forty Dollars ($240.00) for each day that expires after the time 33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 34 Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 52 43 -2 Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of FOUR HUNDRED FIFTEEN THOUSAND SEVEN 38 HUNDRED TWELVE DOLLARS AND ZERO CENTS ($415.712.00). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non -Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 c. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 005243-3 Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification nrovision is snecificallv intended to overate 79 and be effective even if it is alleged or proven that all or some of the damages being 80 sought were caused, in whole or in part, by any act, omission or negligence of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs, expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 nrovision is specifically intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused, in whole or in part. 92 by any act, omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 52 43 - 4 Agreement Page 4 of 4 114 7.6 Other Provisions. 115 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 116 classified, promulgated and set out by the City, a copy of which is attached hereto and 117 made a part hereof the same as if it were copied verbatim herein. 118 7.7 Authority to Sign. 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement .is,c,££� ve s of the, last date signed by the Parties ("Effective Date"). !lCuL _NDOI CONS i. CO., IN P.O. BOX 996 City of Fort Worth BURLESON, TEXAS 76097 Contractor: (Signature) #AN Mi CLENOON, PRESIDENT Title: Address: By: Fernando Costa Assistant City Manager Date Attest: y d4-' (Printed Name) %* f, City Seci<etary (Seal) City/State/Zip: MAY 08 2013 Date OFFICIAL RIICORO R, CITY RHO F% MON fit M&C Date: Approved as to Form and Lega k.e Gr./ vri - -Douglas-V Black fry),,'�t/le, Assistant City Attorney APPROVAL RECOMMENDED: W Doug Wiersig, Ph.D., P. DIREC OR, Transportation and Public Works Department vv..; .K�f� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 Bond No. - TXC 604821 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 006113-1 PERFORMANCE BOND Page I of 2 SECTION 00 61 13 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: 7 That we, McClendon Construction Company. Inc., known as "Principal" herein and 8 Merchants Bonding Company a corporate surety(sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 11 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, FOUR HUNDRED 12 FIFTEEN THOUSAND SEVEN HUNDRED TWELVE DOLLARS AND ZERO CENTS 13 f $415.712.001, lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 15 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City 17 awarded the 9 day of Anril, 2013. which Contract is hereby referred to and made a part hereof for 18 all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 19 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 20 provided for in said Contract designated as 2011 Intersection Capacity Improvements at Three (3) 21 Intersections. 01815. 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH 2011 Intersection Capacity Imptovementt et Throe (3) Intersections STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01815 Revised July 1, 2011 0061 13 -2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 8th day of 6 May , 2013 . 7 8 9 10 11 12 13 14 15 16 ncipal) Sec tary 17 18 19 20 21 22 Witness as to Principal 23 24 25 26 27 BY: 28 29 30 31 32 33 34 35 36� 37 38 39 40 41 *Note: If signed by an officer of' the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. PRINCIPAL: McClendon Construction Company, Inc. BY: 45 Witness as to Surety DAN Wit:CLENDON, PRESIDENT Name and Title Address: P.O. Box 996 Burleson, TX 76097 SURETY: Merchants Bonding Company Signs Betty J. Reeh, Attorney -In -Fact Name and Title Address: 9500 Arboretum Blvd., Ste 100 Austin, TX 78759 Telephone Number. 210-697-2230 CITY OF FORT WORTH 2011 Intersection Capacity Improvements at Three (3) intersection STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01815 Revised July 1, 2011 Bond No. - TXC 604821 006114-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McClendon Construction Company, Inc., known as "Principal" herein, and 8 Merchants Bonding Company , a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the I2 penal sum of FOUR HUNDRED FIFTEEN THOUSAND SEVEN HUNDRED TWELVE 13 DOLLARS AND ZERO CENTS (S415.712.00), lawful money of the United States, to be paid 14 in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we 15 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 9 day of Auril. 2113, which Contract is hereby referred to and made a part hereof for all purposes 19 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as 20 defined by law, in the prosecution of the Work as provided for in said Contract and designated as 21 2011 Intersection Capacity Improvements at Three (3) Intersections. 01815. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. CITY OF FORT WORTH 2011 Intersection Capacity lmprovcmatts at Three (3) Intersections STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01815 Rcviscd July 1, 2011 0061 14 - 2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 8th day of 3 May , 2013 4 Witness as to Principal ATTEST: Ce0X0W3OCXXXYX Witness as to Surety PRINCIPAL: McClendon Construction Company, Inc. ignature �A McCLE aDON. PRFRtfE T Name and Title Address: P.O. Box 996 Burleson, TX 76097 SURETY: Merchants Bonding Company A BY: brQ-.A., ( I Signature Betty J. Reeh, Attorney -In -Fact Name and Title Address: 9500 Arboretum Blvd., Ste 100 Austin, TX 78759 Telephone Number. 210-697-2230 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 l0 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rcviscd July 1, 2011 20t 1 Intrrs ction Capacity Improvements st Throe (3) Intasectiwn 01815 Bond No. - TXC 604821 0061 19-1 MAINTENANCE BOND Page 1 or3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McClendon Construction Company. Inc., known as "Principal" herein and 9 Merchants Bonding Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one i 1 or 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 FOUR 13 HUNDRED FIFTEEN THOUSAND SEVEN HUNDRED TWELVE DOLLARS AND 14 ZERO CENTS (S415.712.00), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the 9 day of April, 2013, which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 22 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 23 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 24 designated as 2011 Intersection Capacity Improvements at Three (3) Intersections. 01815; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised luly I, 2011 2011 Intersection Capacity Improvements at Throe (3) Intersections 01015 0061 19 -2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FUR HIER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 CITY OF FORT WORTH 2011 Intersection Capacity Improvements at Three (3) Intersections STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01815 Rcviscd July 1, 2011 0061 19-3 MAINTENANCE BOND Page 3of3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 8th day of 3 4 5 6 7 8 9 BY: I0 11 I2 I3 14 15 16 17 18 I9 20 Witness as to Principal 21 22 23 24 25 BY: 26 27 28 29 ATTEST: 30 31 32 t611 33 34 35 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. May , 2013 41 Witness as to Surety CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July t, 2011 PRINCIPAL: McCIenConstruction Company, Inc. DAN McCLENDIIJH, PRESIDENT Name and Title Address: P.O. Box 996 Burleson, TX 76097 SURETY: Merchants Bonding Company Signatuie Betty J. Reeh, Attorney -In -Fact Name and Title Address: 9500 Arboretum Blvd.., Ste 100 Austin, TX 78759 Telephone Number: 210-697-2230 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 this ' 4t day of POA 0014 (11/11) MERCHAN-I BONDING COMPANY,, POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, Bryan K. Moore, Pat J. Moore, Gary Wayne Wheatley, Joseph Hal Clayburne, Michael D. Hendrickson, Betty J. Reeh of San Antonio/Irving and State of Texas their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION ($3,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 18th day of April , 2013 . STATE OF IOWA COUNTY OF POLK ss. : C . • r—: _ -o- +^ _ • am'. • •/ C) : y, 1933 3. d'r' y,•....... .;Z'/ •'�b''• W ••`;�.a�;• MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By President On this 18th day of April , 2013 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. MARANDA GREENWALT I Commission Number 770312 My Commission Expires OWN October 28, 2014 STATE OF IOWA COUNTY OF POLK ss. Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on ;ZOO) ,,,�P� 10tJq� c4 ?. �v 200J i,o ....... ;DN.,/ Secretary MERCHANTS BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Policy Number CPP2051702 Policy Expiration/Cancellation Date 01/31/2014 Agency Number Policy Effective Date 0755308 Date 01/30/2013 Named Insured Agency MCCLENDON CONSTRUCTION CO., INC. IBTX RISK SERVICES ANTONIO SAN 01/31/2013 Account Number Issuing Company AMERISURE MUTUAL INSURANCE COMPANY 1. SECTION 1I - WHO IS AN INSURED is amended to add as an Insured any person or organization whom you are required to add as an additional Insured on this policy under a written contractor written agreement relating to your business. The written contract or written agreement must require additional insured status for a time period during the term of this policy and be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" giving rise to a claim under this policy. If, however, "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing within 30 days from such commencement and with customers whose customary contracts require they be named as additional insureds, we will provide additional insured status as specified in this endorsement, However, if you have entered into a construction contract subject to Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person(s) or organization(s) only applies to the extent permitted by Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. 2. SECTION II - WHO IS AN INSURED is amended to add the following: If the additional insured is: a. An individual, their spouse is also an additional insured. b. A partnership or Joint venture, members, partners, and their spouses are also additional insureds. c. A limited liabilitycompany, members and managers are also additional insureds. d. e. A trust, trustees are also insureds, but only with respect to Their duties as trustees. 3. The Insurance provided to the additional insured under this endorsement is limited as follows: a. That person or organization is only an additional insured with respect to liability arising out of: (1) Premises you own, rent, lease, or occupy; or (2) Your ongoing operations, unless the written contract or written agreement also requires completed operations coverage (or wording to the same effect), in which case the coverage provided shall extend to your completed operations for that additional insured. Premises, as respects this provision, shall include common or public areas about such premises If so required in the written contract or written agreement. An organization other than a partnership, joint venture or limited liability company, executive officers and directors of the organization are also additional insureds. Stockholders are also additional insureds, but only with respect to their liability as stockholders. Includes copyrighted material of Insurance Services Office, Inc. CG 70 851211 Page 1 of 2 Ongoing operations, as respects this provision, does not applyto "bodily injury" or "property damage" occurring after: (a) All work including materials, parts or equipment furnished in connection with such work on the project (otherthan service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (b) That portion of "your work" out of which the injury or damage arises has been put to its Intended use by any person or organization other than another contractor or subcontractor engaged In performing operations for a principal as a part of the same project. b. The limits of insurance applicable to the additional insured are the least of those specified in the written contractor written agreement or in the Declarations of this policy. The limits of insurance applicable to the additional insured are inclusive of and not in addition to the limits of insurance shown in the Declarations, c. The additional insured status provided bythis endorsement does not extend beyond the expiration or termination of a premises lease or rental agreement nor beyond the term of this policy. d. If a written contractor written agreement as outlined above requires that additional insured status be provided by the use of CG 20 1011 85, then the terms of that endorsement, which are shown below, are incorporated into this endorsement as respects such additional Insured, to the extentthat such terms do not restrict coverage otherwise provided by this endorsement ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket Where Required by Written Contract or Agreement that the terms of CG 20 10 11 85 apply, (If no entry appears above, Information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO 1S AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. Copyright, Insurance Services Office, Inc., 1984 CG 20 10 11 85 e. The Insurance provided to the additional Insured does not applyto "bodily injury", "property damage", or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including but not limited to: (1) The preparing, approving, or falling to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design specifications; and (2) Supervisory, inspection, or engineering services. f. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other insurance. Any coverage provided in this endorsement is excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent, or on any other basis unless the written contract or written agreement requires that this Insurance be primary, in which case this insurance will be primary without contribution from such other insurance available to the additional insured. Includes copyrighted material of insurance Services Office, Inc. CG 70 851211 Page 2 of 2 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 4. Redistribution or replacement of "your product", which has been recalled, by like products or substitutes; 5. Caprice or whim of the insured; 6. A condition likely to cause loss, about which any insured knew or had reason to know at the inception of this insurance; 7. Asbestos, including loss, damage or clean up resulting from asbestos or asbestos containing materials; 8. Recall of "your product(s)" that have no known or suspected defect solely because a known or suspected defect in another of "your product(s)" has been found. B. Under SECTION iII - LIMITS OF INSURANCE, paragraph 3. is replaced in its entirety as follows and paragraph 8. is added: 3. The Products -Completed Operations Aggregate Limit is the most we will pay for the sum of: a. Damages under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY because of "bodily injury" and "property damage" Included in the "products -completed operations hazard" and b. "Product recall expenses". 8. Subject to paragraph 5. above, $25,000 is the most we will pay for all "product recall expenses" arising out of the same defect or deficiency. The insurance afforded by reason of provisions 1. through 6. of this endorsement is excess over any valid and collectible insurance (including any deductible) available to the insured whether primary, excess or contingent, and SECTION IV., paragraph 4. Other Insurance is changed accordingly. 7. BLANKET CONTRACTUAL LIABILITY — RAILROADS When a written contract or written agreement requires Contractual Liability - Railroads, the definition of "insured contract" in Section V - Definitions is replaced by the following with respect to operations performed for, or affecting, a railroad: 9, "Insured Contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph f. does not include that part of any contractor agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 9 CG 70 63 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. . POLICY NUMBER: CPP2051702 (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed In Paragraph (1) above and supervisory, inspection, architectural or engineering activities. 8. CONTRACTUAL LIABILITY - PERSONAL AND ADVERTISING INJURY Under SECTION 1 - COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted. 9. SUPPLEMENTARY PAYMENTS Under SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B, paragraph 1.b. is deleted and replaced with the following: 1. b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 10. BROADENED WHO IS AN INSURED SECTION II - WHO IS AN INSURED is deleted and replaced with the following: 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. c. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive officers" and directors are insureds, but only with respect to their duties as your officers or directors, Your stockholders are also insureds, but only with respect to their liability as stockholders. Paragraphs (1)(a), (1)(b) and (1)(c) above do not apply to your "employees" who are: (i) Managers; (ii) Supervisors; (ill) Directors; or (Iv) Officers; with respect to "bodily injury" to a co -"employee". 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees," other than either your "executive officers," (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insured for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -"employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; includes copyrighted material of Insurance Services Office, Inc. CG70631109 Page 3 of 9 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 To the spouse, child, parent, brother or sister of that co -"employee" or volunteer worker as a consequence of paragraph (1)(a) above; For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraphs (1)(a) or (b)above; or (d) Arising out of his or her providing or falling to provide professional health care services except as provided in Provision 11. of this endorsement. (2) "Property damage" to property: (a) Owned, occupied or used by; (b) Rented to, in the care, custody or control of, or over which physical control Is being exercised for any purpose by you, any of your "employees," "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person (other than your "employee' or "volunteer worker"), or any organization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only; (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed, d. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Form. e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. f. (1) Any person or organization, other than an architect, engineer or surveyor, required to be named as an additional Insured in a "work contract", letter of intent or work order. However, such person or organization shall be an additional insured only with respect to covered "bodily injury," "property damage," and "personal and advertising injury" arising out of "your work" under that "work contract", letter of intent or work order. (2) We will provide additional insured coverage to such person or organization only: (a) for a period of 30 days after the effective date of the applicable "work contract", letter of intent or work order; or (b) until the end of the policy term in effect at the inception of the applicable "work contract", letter of intent or work order; whichever Is earlier. Coverage provided under thls paragraph f. is excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent, or on any other basis unless the "work contract", letter of intent or work order requires this insurance be primary, in which case this insurance will be primary without contribution from such other Insurance available to the additional insured. (4) This paragraph f. does not apply if form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. (3) (b) (c) includes copyrighted material of Insurance Services Office, Inc. Page 4 of 9 CG 70 63 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 g. Any person or organization to whom you are obligated by virtue of a written contract to provide insurance such as is afforded by this policy, but only with respect to liability arising out of the maintenance or use of that part of any premises leased to you, including common or public areas about such premises if so required in the contract, However, no such person or organization Is an insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. Any state or political subdivision but only as respects legal liability Incurred by the state or political subdivision solely because it has Issued a permit with respect to operations performed by you or on your behalf. However, no state or political subdivision is an Insured with respect to: (1) "Bodily injury", "property damage", "personal and advertising injury" arising out of operations performed for the state or municipality; or (2) "Bodily Injury" or "property damage" included within the "products -completed operations hazard." i. Any person or organization who is the lessor of equipment leased to you, to whom you are obligated by virtue of a written contact to provide insurance such as is afforded by this policy, but only with respect to their liability arising out of the maintenance, operation or use of such equipment by you or a subcontractor on your behalf with your permission and under your supervision. However, no such person or organization is an insured with respect to any "occurrence" that takes place after the equipment lease expires. J. Any architect, engineer, or surveyor engaged by you but only with respect to liability arising out of your premises or "your work." However, no archltect, engineer, or surveyor is an insured with respect to "bodily injury," "property damage," or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection, or engineering services. This paragraph j. does not apply if form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. . k. Any manager, owner, Lessor, mortgagee, assignee or receiver of premises, including land leased to you, but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises or land leased to you. However, no such person or organization is an Insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy that premises, or cease to lease the land; or (2) Structural alteration, new construction or demolition operations performed by or on behalf of that person or organization. 3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a, Coverage under this provision Is afforded only until the end of the policy period; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; Includes copyrighted material of Insurance Services Office, inc. CG 70 63 11 09 Page 5 of 9 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 (2) Cease any further release, shipment, consignment or any other method of distribution of like or similar products until it has been determined that all such products are free from defects that could be a cause of toss under the insurance. 16. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations is deleted and replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate. and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this coverage part if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by the Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. 17. TRANSFER OP RIGHTS (BLANKET WAIVER OF SUBROGATION) Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following: 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to Impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Paragraph 2.b, of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the following_ b. 60 days before the effective date of the cancellation if we cancel for any other reason. Under SECTION IV — COMty[ERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 9. When We Do Not Renew is deleted and replaced with the following: 9. When We Do Not Renew a. We may elect not to renew this policy except, that under the provisions of the Texas Insurance Code, we may not refuse to renew this policy solely because the policyholder is an elected official. b. If we elect not to renew this policy, we may do so by mailing or delivering to the first Named Insured, at the last mailing address known to us, written notice of nonrenewal, stating the reason for nonrenewal, at least 60 days before the expiration date. If notice is mailed or delivered less than 60 days before the expiration date, this policy will remain in effect until the 61 st day after the date on which the notice is mailed or delivered. Earned premium for any period of coverage that extends beyond the expiratioh date will be computed pro rata based on the previous year's premium. c. If notice is mailed, proof of mailing will be sufficient proof of notice. d. The transfer of a policyholder between admitted companies within the same insurance group is not considered a refusal to renew. 19. MOBILE EQUIPMENT REDEFINED Under SECTION V - DEFINITIONS, paragraph 12. "Mobile equipment", paragraph f. (1) does not apply to self- propelled vehicles of less than 1,000 pounds gross vehicle weight that are not designed for highway use. Includes copyrighted material of Insurance Services Office, Inc, Page 8 of 9 CG 70 63 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The premium for this endorsement is $ 1. BROAD FORM INSURED SECTION It - LIABILITY COVERAGE, A,1. Who Is An Insured is amended by the addition of the following: d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage under this provision is afforded only until the end of the policy period; (2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the organization; and (3) Coverage does not apply to an organization that is an "insured" under any other policy or would be an "insured" but for its termination or the exhausting of its limit of insurance. e. Any "employee" of yours using: (1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However. your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household. f. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow and while performing duties related to the conduct of your business or your personal affairs. Any person or organization with whom you agree in a written contract, written agreement or permit, to provide insurance such as is afforded under this policy, but only with respect to your covered "autos". This provision does not apply: (1) Unless the written contract or agreement is executed or the permit is issued prior to the "bodily injury" or "property damage"; (2) To any person or organization included as an insured by an endorsement or in the Declarations; or (3) To any lessor of "autos" unless: (a) The lease agreement requires you to provide direct primary insurance for the lessor; (b) The "auto" is leased without a driver; and g. includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 1 of 5 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 (c) The lease had not expired. Leased "autos" covered under this provision will be considered covered "autos" you own and not covered "autos" you hire. h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock on the effective date of this endorsement. This provision does not apply to "bodily injury" or "property damage" for which an "insured" is also an insured under any other automobile policy or would be an insured under such a policy, but for its termination or the exhaustion of its limits of insurance, unless such policy was written to apply specifically in excess of this policy. 2. COVERAGE EXTENSIONS - SUPPLEMENTARY PAYMENTS Under Section II - LIABILITY COVERAGE, A.2.a, Supplementary Payments. paragraphs (2) and (4) are deleted and replaced as follows: (2) Up to $2,500 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover, We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 3. AMENDED FELLOW EMPLOYEE EXCLUSION Under SECTION II - LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and replaced by the following: 5, Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" arising out of and in the course of the fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers, managers, supervisors or above. Coverage is excess over any other collectible insurance. b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of paragraph a. above. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If any of your owned covered "autos" are covered for Physical Damage, we wilt provide Physical Damage coverage to "autos" that you or your "employees" hire or borrow, under your name or the "employee's" name, for the purpose of doing your work. We will provide coverage equal to the broadest physical damage coverage applicable to any covered "auto" shown in the Declarations, Item Three, Schedule of Covered Autos You Own, or on any endorsements amending this schedule. B. Under SECTION 111- PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions. paragraph b. Loss Of Use Expenses is deleted and replaced with the following: b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision, only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 5 CA 71 18 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 (2) This coverage does not apply while there is a spare or reserve "auto" available to you for your operation. 7. AIRBAG COVERAGE Under SECTION III - PHYSICAL DAMAGE, B. EXCLUSIONS, paragraph 3, is deleted and replaced by the following: 3. We will not pay for "loss" caused by or resulting from any of the following unless caused by other "loss" that is covered by this insurance: (1) Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not include the discharge of an airbag. (2) Blowouts, punctures or other road damage to tires. 8. GLASS REPAIR — WAIVER OF DEDUCTIBLE Section I11— PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 9. COLLISION COVERAGE — WAIVER OF DEDUCTIBLE Under Section Ill - PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: When there is a Toss to your covered "auto" insured for Collision Coverage, no deductible will apply if the loss was caused by a collision with another "auto" insured by us. 10. KNOWLEDGE OF ACCIDENT Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Loss Conditions. 2. Duties in The Event Of Accident, Claim, Suit Or Loss, paragraph a. is deleted and replaced by the following: a. You must see to it that we are notified as soon as practicable of an "accident", claim, "suit" or "loss". Knowledge of an "accident", claim, "suit" or "loss" by your "employees" shall not, in itself, constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you are a limited liability company) has knowledge of the "accident", claim, "suit" or "loss". Notice should include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. 11. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Loss Conditions paragraph 5. Transfer Of Rights Of Recovery Against Others To Us is deleted and replaced by the following: 5. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the "insured" has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA71181109 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Under SECTION IV - BUSINESS AUTO CONDITIONS , B. General Conditions , paragraph 2. Concealment, Misrepresentation Or Fraud is amended by the addition of the following: We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in your representations as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 13. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS When required by written contract or written agreement, the definition of "insured contract" is amended as follows: — The exception contained in paragraph H,3. relating to construction or demolition operations on or within 50 feet of a railroad; and — Paragraph H.a. are deleted with respect to the use of a covered "auto" In operations for, or affecting, a railroad. Includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 5 of 5 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP 2057102; CA2051701; WC2051704; CU2051703 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EARLIER NOTICE OF CANCELLATION PROVIDED BY US Number of Days Notice 30 For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation is increased to the number of days shown in the Schedule above. If this policy is cancelled by us we will send the Named Insured and any party fisted in the following schedule notice of cancellation based on the number of days notice shown above. SCHEDULE Name of Person or Organization The Name of Person or Organization is any person or organization holding a certificate of insurance issued for you, provided the certificate: 1. Refers to this policy; 2. States that notice of: a. Cancellation; b. Nonrenewal; or c. Material change reducing or restricting coverage; will be provided to that person or organization; 3. Is in effect at the time of the: a. Cancellation; b. Nonronewal; or c. Material change reducing or restricting coverage; and 4. Is on file at your agent or broker's office for this policy. Mailing Address The Mailing Address is the address shown for that person or organization in that certificate of insurance. IL 70 45 05 07 006125-1 CERTIFICATE OF INSURANCE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION 00 61 25 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 1 of 1 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project 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 Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Article 10 - 10.01 10.02 10.03 10.04 10.05 10.06 Changes in the Work; Claims; Extra Work 38 Authorized Changes in the Work 38 Unauthorized Changes in the Work 39 Execution of Change Orders 39 Extra Work 39 Notification to Surety 39 Contract Claims Process 40 Article 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 . Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - Change of Contract Price; Change of Contract Time 46 12.01 Change of Contract Price 46 12.02 Change of Contract Time 47 12.03 Delays 47 Article 13 - 13.01 13.02 13.03 13.04 13.05 13.06 13.07 13.08 13.09 Article 14 - 14.01 14.02 14.03 14.04 14.05 14.06 14.07 14.08 14.09 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 Tests and Inspections 48 Uncovering Work 49 City May Stop the Work 49 Correction or Removal of Defective Work 50 Correction Period 50 Acceptance of Defective Work 51 City May CoiTect Defective Work 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 Contractor's Warranty of Title 54 Partial Utilization 55 Final Inspection 55 Final Acceptance 55 Final Payment 56 Final Completion Delayed and Partial Retainage Release 56 Waiver of Claims 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the telins 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: August 17, 2012 General Conditions Page 3 of 63 25. Damage Claims - A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order —A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41 Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the 'conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See defmition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project 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 Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Uonditions Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storms 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: August 17, 2012 General Conditions Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 tieneral Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 (ieneral Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and infoiiiiation contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Ueneral Conditions Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor 's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may besubmitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perforiir adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemn and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City 's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 tienerat Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforns/93-forms.html, 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 (ieneral Conditions Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemn and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall info.= City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor 's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perfolin the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 (ieneral Conditions Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space- in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal fmancial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 37 of 63 8.07 Limitations on City 's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project 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 make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perfoiiu 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 completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project 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 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August17, 2012 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and fmal payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the perfoinnance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier 'services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract . Documents to purchase and maintain, B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as fmal payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown . in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the fmal quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lumpsum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Cieneral C;onditlons Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 (ieneral Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the temrus of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work collected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a foul" of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City' s interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14,03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 fmal Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to fmal payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERNIINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Ueneral 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 teiiuination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established 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 perfoiiir the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 (ieneral Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that . Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.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: August 17, 2012 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Ueneral Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August17, 2012 1 2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 4 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications and Specifications shall govern over standard details. 26 27 SC-4.OIA 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 July 24, 2012: 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01 A.2, "Availability of Lands" 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 24, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 4 1 Utilities or obstructions to be removed, adjusted, and/or relocated 2 3 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 4 as of July 24, 2012: 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 6 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A., "Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 None 14 15 The following are drawings of physical conditions in or relating to existing surface and subsurface 16 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 17 18 Level B SUE, Intersection of S. Hulen Street and Overton Plaza, Gorrondona and Associates, Inc. 19 20 SC-4.06A., "Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 24 None 25 26 SC-5.03A., "Certificates of Insurance" 27 28 The entities listed below are "additional insureds as their interest may appear" including their respective 29 officers, directors, agents and employees. 30 31 (1) City 32 (2) Consultant: Kimley-Horn and Associates, Inc. 33 (3) Other: None 34 35 SC-5.04A., "Contractor's Insurance" 36 37 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 38 coverages for not less than the following amounts or greater where required by laws and regulations: 39 40 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 41 42 Statutory limits 43 Employer's liability 44 $100,000 each accident/occurrence 45 $100,000 Disease - each employee 46 $500,000 Disease - policy limit 47 48 SC-5.04B., "Contractor's Insurance" 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 24, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 4 1 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 2 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 3 minimum limits of: 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 9 General Aggregate Limits apply separately to each job site. 10 11 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C., "Contractor's Insurance" 15 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 16 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 19 defined as autos owned, hired and non -owned. 20 21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person / 25 $500,000 Bodily Injury per accident / 26 $100,000 Property Damage 27 28 SC-5.04D., "Contractor's Insurance" 29 30 None 31 32 SC-6.04., "Project Schedule" 33 34 Project schedule shall be tier 3 for the project. 35 36 SC-6.07., "Wage Rates" 37 38 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 39 Appendixes: 40 41 Heavy & Highway Construction Prevailing Wage Rates 2008 42 2008 Prevailing Wage Rates Construction Industry 43 44 SC-6.09., "Permits and Utilities" 45 46 SC-6.09A., "Contractor obtained permits and licenses" 47 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 48 49 T/PW Street Use Permit 50 51 SC-6.09B. "City obtained permits and licenses" 52 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 53 54 55 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 24, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 4 1 SC-6.09C. "Outstanding permits and licenses" 2 3 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of July 24, 4 2012: 5 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 7 8 SC-7.02., "Coordination" 9 10 The individuals or entities listed below have contracts with the City for the performance of other work at 11 the Site: 12 Vendor None 1 Scope of Work Coordination Authority 13 14 15 SC-8.01, "Communications to Contractor" 16 17 None 18 19 SC-9.01., "City's Project Representative" 20 21 The following firm is a consultant to the City responsible for construction management of this Project: 22 23 None 24 25 SC-13.03C., "Tests and Inspections" 26 27 None 28 29 SC-16.01C.1, "Methods and Procedures" 30 31 None 32 33 34 35 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 24, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 011100-1 SUMMARY OF WORK 1 2 3 PART 1 - GENERAL SECTION 01 11 00 SUMMARY OF WORK Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to" 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 I. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 11 00-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work associated with easements, including removal, 40 temporary closures and replacement, shall be subsidiary to the various items bid 41 in the project proposal, unless a bid item is specifically provided in the 42 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 11 00 - 3 SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 HELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 012500-1 SUBSTITUTION PROCEDURES 2 3 PART 1 - GENERAL SECTION 01 25 00 SUBSTITUTION PROCEDURES Page 1 of4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1, Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 25 00 -2 SUBSTITUTION PROCEDURES Page2 of4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 012500-3 SUBSTITUTION PROCEDURES Page3 of4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 25 00 - 4 SUBSTITUTION PROCEDURES Page4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 31 19 -1 PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING 3 PART 1 - GENERAL 4 1.1 SUMMARY Page 1 of3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 31 19 -3 PRECONSTRUCTION MEETING 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Page 3 of 3 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 013120-1 PROJECT MEETINGS 2 3 PART 1 - GENERAL SECTION 01 31 20 PROJECT MEETINGS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1; 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 201 I Intersection Capacity Improvements at Three (3) Intersections 01815 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 HELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1 - GENERAL 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 32 16 -2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 6 7 8 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 013233-1 PRECONSTRUCTION VIDEO 1 2 3 PART 1 - GENERAL SECTION 01 32 33 PRECONSTRUCTION VIDEO Page 1 of 2 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 14ILLD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 32 33 - 2 PRECONSTRUCTION VIDEO 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1 - GENERAL SECTION 0133 00 SUBMITTALS 013300-1 SUBMITTALS Page 1 of 8 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 33 00 -2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 1 l inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 33 00 -3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 I . Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 4I exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 0133 00 - 6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 calendar days of the 16 date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than I resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Working Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 calendar days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 013300-8 SUBMITTALS Page 8 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 }IELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 013513-1 SPECIAL PROJECT PROCEDURES 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0135 13 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with tha Temc Depai-trnmit of Tmnoportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United Stataa Arm;; Corps of Engineers 15 i7--Eeo2dirzatioil within Railroad pxrnits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination witbek; RadAxzi pN)rmit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump 29 b. Payment 30 1) Tho -ark rxfo: r xsd and nxderials furnished in aoaordanac with thk Item 31 will bo paid for at tho lump aim price bid for Railroad Coordination. 32 c. The price bid zhaIlk/elude: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 1) Additional Irn-urance 37 5) Irriannee Certificates 38 6) inatkin with Railraa 39 including additional employees required to protect the right of way and 40 property of the Railroad from dar:gc arising out of and/or from the 41 construction of the Project. 42 2. Raiload Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) Tho work perfornxd and materials furnished in accordance with this Item a ch . orking d.,y that Railroad Fl.,gme µat_the 5 mill i�o pa; >�re Yr�e.,..n 6 Site- 7 e7----Tha rris'-id Dhall ino udc: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Otherr4r(a&onw!.ts associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 20 Specification 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination with the Texas Department of Transportation 23 1. When work in the right-of-way which is under the jurisdiction of the Texas 24 Department of Transportation (TxDOT): 25 a. Notify the Texas Department of Transportation prior to commencing any work 26 therein in accordance with the provisions of the permit 27 b. All work performed in the TxDOT right-of-way shall be performed in 28 compliance with and subject to approval from the Texas Department of 29 Transportation 30 B. Work near High Voltage Lines 31 1. Warning sign 32 a. Provide sign of sufficient size meeting all OSHA requirements. 33 2. Equipment operating within 10 feet of high voltage lines will require the following 34 safety features 35 a. Insulating cage -type of guard about the boom or arm 36 b. Insulator links on the lift hook connections for back hoes or dippers 37 c. Equipment must meet the safety requirements as set forth by OSHA and the 38 safety requirements of the owner of the high voltage lines 39 3. Work within 6 feet of high voltage electric lines 40 a. Notification shall be given to: 41 1) The power company (example: ONCOR) 42 a) Maintain an accurate log of all such calls to power company and record 43 action taken in each case. 44 b. Coordination with power company 45 1) After notification coordinate with the power company to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 2 lower the lines 3 c. No personnel may work within 6 feet of a high voltage line before the above 4 requirements have been met. 5 C. Confined Space Entry Program 6 7 1. Provid✓and follow approved Confinod l pao� Entry Prog in n accordance with OSHA requirements. 8 2. Confined Spam inoli : 9 a. Manholes 10 b. All other confined opxao in accordance with OSHA's Permit Required for 11 Confined Spaces 12 D. Air Pollution Watch Days 13 1. General 14 a. Observe the following guidelines relating to working on City construction sites 15 on days designated as "AIR POLLUTION WATCH DAYS". 16 b. Typical Ozone Season 17 1) May 1 through October 31. 18 c. Critical Emission Time 19 1) 6:00 a.m. to 10:00 a.m. 20 2. Watch Days 21 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 22 with the National Weather Service, will issue the Air Pollution Watch by 3:00 23 p.m. on the afternoon prior to the WATCH day. 24 b. Requirements 25 1) Begin work after 10:00 a.m. whenever construction phasing requires the 26 use of motorized equipment for periods in excess of 1 hour. 27 2) However, the Contractor may begin work prior to 10:00 a.m. if: 28 a) Use of motorized equipment is less than 1 hour, or 29 b) If equipment is new and certified by EPA as "Low Emitting", or 30 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 31 alternative fuels such as CNG. 32 E. Use of Explosivao, Drop Weight, Etc. 33 1. When Contract Documents permit on the project the following will cppiy: 34 c Pub?ie Notification 35 1) Submit notice to City and proof of adequa :i iinu'ance coverage, 24 hours 36 prior to commencing. 37 2)Mi :itnuarl 2/4 hour pogo notification in accordance with Section 01 31 13 38 F. Water Department Coordination 39 1. During the construction of this project, it will be necessary to deactivate, for a 40 period of time, existing lines. The Contractor shall be required to coordinate with 41 the Water Department to determine the best times for deactivating and activating 42 those lines. 43 2. Coordinate any event that will require connecting to or the operation of an existing 44 City water line system with the City's representative. 45 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 35 13 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 b. If needed, obtain a hydrant water meter from the Water Department for use 2 during the life of named project. 3 c. In the event that a water valve on an existing live system be turned off and on 4 to accommodate the construction of the project is required, coordinate this 5 activity through the appropriate City representative. 6 1) Do not operate water line valves of existing water system. 7 a) Failure to comply will render the Contractor in violation of Texas Penal 8 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 9 will be prosecuted to the full extent of the law. 10 b) In addition, the Contractor will assume all liabilities and 11 responsibilities as a result of these actions. 12 G. Public Notification Prior to Beginning Construction 13 1. Prior to beginning construction on any block in the project, on a block by block 14 basis, prepare and deliver a notice or flyer of the pending construction to the front 15 door of each residence or business that will be impacted by construction. The notice 16 shall be prepared as follows: 17 a. Post notice or flyer 7 days prior to beginning any construction activity on each 18 block in the project area. 19 1) Prepare flyer on the Contractor's letterhead and include the following 20 information: 21 a) Name of Project 22 b) City Project No (CPN) 23 c) Scope of Project (i.e. type of construction activity) 24 d) Actual construction duration within the block 25 e) Name of the contractor's foreman and phone number 26 f) Name of the City's inspector and phone number 27 g) City's after-hours phone number 28 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 29 A. 30 3) Submit schedule showing the construction start and finish time for each 31 block of the project to the inspector. 32 4) Deliver flyer to the City Inspector for review prior to distribution. 33 b. No construction will be allowed to begin on any block until the flyer is 34 delivered to all residents of the block. 35 H. Public Notification of Temporary Water Service Interruption during Construction 36 1. In the event it becomes necessary to temporarily shut down water service to 37 residents or businesses during construction, prepare and deliver a notice or flyer of 38 the pending interruption to the front door of each affected resident. 39 2. Prepared notice as follows: 40 a. The notification or flyer shall be posted 24 hours prior to the temporary 41 interruption. 42 b. Prepare flyer on the contractor's letterhead and include the following 43 information: 44 1) Name of the project 45 2) City Project Number 46 3) Date of the interruption of service 47 4) Period the interruption will take place 48 5) Name of the contractor's forcman and phone number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 6) Name of the City's inspector and phone number 2 c. A sample of the temporary water service interruption notification is attached as 3 Exhibit B. 4 d. Deliver a copy of the temporary interruption notification to the City inspector 5 for review prior to being distributed. 6 e. No interruption of water service can occur until the flyer has been delivered to 7 all affected residents and businesses. 8 f. Electronic versions of the sample flyers can be obtained from the Project 9 Construction Inspector. 10 1. C - -- din ti - n •th T T_ t .a States A r...y Corj s o-f Engin R TS A CE) eel J I V ✓1 1`•L 11 T A t locations -n th P we- -_ str ti c, chel e _✓ _ thtivit; �CUl 111 Ul BUJs 12 T TS A CE 1 ::its a. e . i ea meet all r i _rntints set f rth is oaoh designated 13 permit. 14 d. Coordinationthra: Railroad lkita t Areas 15 1. At location() irl the project where construction activities our in areas where 16 railroad permits arc required, meet all r 17 railread-permit. Thi6 irrJ.u3o3, but is not limited to, provi�orz 18 a. Fmk gmnan 19 'o. Inopectors 20 c. Safety training 21 d. Additional insurance 22 c. Insurance aertifiaat-es 23 24 25 the project. Proper utility cl arance procedtrraa Shall be used in accordance 26 with the permit guidelines. 27 2. Obta n art alpplomouta1 information needed to comply with tho railroad's 28 requirements. 29 3. P ikroad Flagmen 30 c S'abrlit receipts to City for verification of working days that railroad flagmen 31 were personnel were present on Site. 32 K. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 L. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 35 13 -6 SPECIAL PROJECT PROCEDURES 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE July 2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 Page 6 of 8 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 EXHIBIT A 2 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 (To be printed on Contractor's Letterhead) 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 35 13 -8 SPECIAL PROJECT PROCEDURES Date: Page 8 of8 EXHIBIT B FORT DOE NO. XXXX Project Marne: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 25, 2012 ,CONTRACTOR 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 014523-1 TESTING AND INSPECTION SERVICES Page 1 of2 1 2 3 PART 1 - GENERAL 4 1.1 SUIVIMARY SECTION 01 45 23 TESTING AND INSPECTION SERVICES 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page2 oft 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 l 2 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 50 00 -2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 HELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 0150 00 -4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 201 1 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REI4ERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) intersections 01815 01 55 26 -3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1 - GENERAL 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 015713-3 STORM WATER POLLUTION PREVENTION Page3 of3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 SECTION 01 5813 TEMPORARY PROJECT SIGNAGE 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED lox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 201 1 Intersection Capacity Improvements at Three (3) Intersections 01815 0158 13 -2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACIIMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE 1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 2 SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. A listing of the approved products for use in the City 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.11 HELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DA I E NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of4 l 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 HELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SII'E QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 017000-1 MOBILIZATION AND REMOBILIZATION Page I of 3 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 2. Mobilization and Demobilization 7 a. Mobilization: 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from one location to another location on the Site. 17 b. Demobilization: 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 3. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization: 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization: 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 70 00 -2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from City of Fort Worth Standards 20 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 2. Mobilization and Demobilization 27 a. Measurement and Payment 28 1) Work associated with this Item is considered subsidiary to the various items 29 bid. No separate payment will be allowed for this item. 30 3. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization preformed. 34 b. Payment 35 1) The work performed in accordance with this Item will be paid for at the 36 unit price per each "Specified Remobilization" in accordance with Contract 37 Documents. 38 c. The price shall include: 39 1) Demobilization as described in Section 1.1.A.2.a.1) 40 2) Remobilization as described in Section 1.1.A.2.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 4. Remobilization for suspension of Work as required by City 44 a. Measurement and Payment 45 1) This shall be submitted as a Contract Claim in accordance with Article 10 46 of 00 72 00 General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 2) No payments will be made for standby, idle time, or lost profits associated 2 with this Item. 3 5. Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed in accordance with this Item will be paid for at the 9 unit price per each "Work Order Mobilization" in accordance with 10 Contract Documents. Demobilization shall be considered subsidiary to 11 mobilization and shall not be paid for separately. 12 c. The price shall include 13 1) Mobilization as described in Section 1.1.A.3.a.1) 14 2) Demobilization as described in Section 1.1.A.3.a.2) 15 3) No payments will be made for standby, idle time, or lost profits associated 16 this Item. 17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed in accordance with this Item will be paid for at the 23 unit price per each "Work Order Emergency Mobilization" in accordance 24 with Contract Documents. Demobilization shall be considered subsidiary 25 to mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 3) No payments will be made for standby, idle time, or lost profits associated 30 this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 36 Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 017123-1 CONSTRUCTION STAKING Page 1 of 3 1 SECTION 01 7123 2 CONSTRUCTION STAKING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Requirements for construction staking. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Construction Stakes 19 1. Construction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City, a sufficient number of stakes or markings have 29 been lost, destroyed or disturbed, by Contractor's neglect such that the 30 contracted Work cannot take place, then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 71 23 - 2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conformance with requirements of the Contract Documents. 5 a. Certificate must be sealed by a registered professional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering work 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced 13 in the necessary crafts and who are completely familiar with the specified requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION [NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD [oR] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 71 23 -3 CONSTRUCTION STAKING Page3 of3 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1 - GENERAL SECTION 0174 23 CLEANING 017423-1 CLEANING Page 1 of 4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 l . None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 74 23 -2 CLEANING Page2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1; 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 74 23 - 4 CLEANING Page 4 of4 I 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1 - GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 intersection Capacity Improvements at Three (3) Intersections 01815 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page3 of3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 Submittal Procedures. All 28 submittals shall be approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8'/z inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 HELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 1 2 3 PART 1 - GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS 017839-] PROJECT RECORD DOCUMENTS Page 1 of4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1 None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 201 1 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 01 78 39 -4 PROJECT RECORD DOCUMENTS Page4 of4 1 c. Ca11 attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-1 TRAFFIC SIGNALS Page 1 of51 1 SECTION 34 4110 2 TRAFFIC SIGNALS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Traffic Signal Head Assemblies 7 2. LED Countdown Pedestrian Signal Head Assemblies 8 3. Pedestrian Push Button Assemblies 9 4. Accessible Pedestrian Signals 10 5. Radar Detection System 11 6. Video Ipn ,ing Vehicle Detection System (VIVDS) 12 7. Emergency Vehicle Preemption System 13 8. Battery Baca: up &ptem-fixfi 1 Cabar tez 14 9. Detector Cable 15 10. Multi -conductor Cable 16 11. Power Lead-in Cable 17 12. Grounding Conductors 18 13. Ground Boxes 19 14. Traffic Signal Structures 20 a. Pedestal Pole Assemblies 21 b. Signal Poles 22 c. Mast Arms 23 15. Signal Foundations 24 16. Hardware Paint 25 17. Controller and Cabinet Assembly 26 18. Advanced Warning Fk bcr Ago Albly 27 19. Tsxnporary Traffic Signals 28 B. Deviations from this City of Fort Worth Standard Specification 29 1. None. 30 C. Related Specification Sections include, but are not necessarily limited to: 31 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 32 2. Division 1— General Requirements 33 3. Section 03 30 00 — Cast -in -Place Concrete 34 4. Section 26 05 00 — Common Work Results for Electrical 35 5. Section 26 05 33 — Raceways and Boxes for Electrical Systems 36 6. Section 31 23 16 — Unclassified Excavation 37 7. Section 31 24 00 — Embankments 38 8. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 2 TRAFFIC SIGNALS Page 2 of 51 1 9. Section 33 05 30 — Exploratory Excavation for Existing Utilities 2 1.2 PRICE AND PAYMENT PROCEDURES 3 A. Measurement and Payment 4 1. LED Traffic Signal Head Assemblies 5 a. Measurement 6 1) Measurement for this Item shall be per each. 7 b. Payment 8 1) The work performed and materials furnished in accordance to this Item 9 shall be paid for at the unit price bid per each "Signal Head Assmbly" 10 installed for: 11 a) Various numbers of sections 12 c. The price bid shall include: 13 1) Furnishing and installing LED Traffic Signal Head Assembly and 14 appurtenances including hinge pins, lens clips, locking devices, and gaskets 15 2) Housing and doors 16 3) Detachable visors 17 4) LED lamp unit 18 5) Louvers 19 6) Cable inside the pole 20 7) Mounting hardware 21 8) Terminal block 22 2. LED Countdown Pedestrian Signal Head Assemblies 23 a. Measurement 24 1) Measurement for this Item shall be per each pedestrian signal installed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 shall be paid for at the unit price bid per each "Ped Signal Head Assmbly" 28 installed. 29 c. The price bid shall include: 30 1) Furnishing, assembling, and installing the pedestrian signal sections 31 2) Housing units 32 3) LED countdown pedestrian units 33 4) Mounting attachments and completing wiring connections 34 3. Pedestrian Push Button Assemblies 35 a. Measurement 36 1) Measurement for pedestrian push button assemblies shall be per each 37 installed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 shall be paid for at the unit price bid per each "Ped Push Btn Assmbly" 41 installed for: 42 a) Various mounting methods 43 c. The price bid shall include: 44 1) Furnishing and installing Pedestrian Push Button Assemblies 45 2) Button housing 46 3) Button cap 47 4) LED indication 48 5) R10-3e signs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 3 TRAFFIC SIGNALS Page 3 of 51 1 6) Switch 2 7) Built-in surge protection 3 8) Audible notification system 4 9) Mounting hardware 5 1. Furnishing and Installing Radar Detection Systems 6 iaMeasufement 7 -1) Moaxlrcc sent for this Itct ha11 be per at intch section approach furnished 8 and installed. 9 b. Payment 10 1) Tho work po sf rmed and materials furnished in ace itdara. with this Item 11 shall lro paid for at the unit prioo bid per oaoh "Furnish/Install Radar Dam 12 System" installed for: 13 a) Various types 14 c. Th an i d thall include: 15 1) Puml-xaciAg-equimtit- o City i fcalled out i.. tho Drawing& 16 2) Assembling and installing Pass,.,. Detection System 17 3) &Jim •s 18 /1) Relays 19 5) Cablo i id€ pok 20 £ Sot up-ard diagnostic software 21 7) Circuits 22 8) Mounting hardware 23 5. Installing Radar Detection Systems 24 a. Measurement 25 1) Measurement for this Item shall be per each intersection approach installed. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 shall be paid for at the unit price bid per each "Install Radar Detect 29 System" installed for: 30 a) Various types 31 c. The price bid shall include: 32 1) Installing Radar Detection System 33 2) Sensors 34 3) Relays 35 4) Cable inside pole 36 5) Set-up and diagnostic software 37 6) Circuits 38 7) Mounting hardware + 11' \T'.-1 Imaging Vel'ielo Detection _S .stem /VIVDS) 39 6. Pul�niohii�rs aim I�s� .��,,.., �..,�.,,,�..,...,;.,�.,... � . � . a..., 40 a. Measurement 41-1-)--Meautramont for this Item shall be per each interaction approth furnicbcd 42 and installed. 43 b. Pei/meat 44 1) The work performed and materials furnished in accordalo with this Item 45 shall be paid for at the unit price bid per -ach "Furnkshcncall VIVDS". 46 c. The, p.rioe bid shall include: 47 1) P hasing e :t µ .a ea l e from C; y _f call ea out i tk4 Drawings 48 2) Furbishing, installing and testing VIVDS 49 3) Cameras CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-4 TRAFFIC SIGNALS Page4 of51 1 'I) Mini hub detector cards 2 Cale inside polo 3 6) Camera moJntirrg ha dware 4 7) Operational software 5 8)—Communication interface panel 6 9) Field setup monitor 7 7-. Installing Video Im Veh;ele Detectie(VTVDS) 8 a. Measurement 9 1) Measurement r-this-itcn 311311 b o pc each intersection approach installed. 10 b. Pczyment 11 1) The work performed and materials furnished in accordance with this Item 12 shall be paid for at the unit price, bkl pa oak "In tall VIVDS". 13 3. The price ✓ri thall indudei 14 1) Inskktllirvg and testing VIVDS 15 2) Cameras 16 3) Iini hub detector cards 17 4) Cable ; side pole 18 5) Camera mounting hardware 19 6) Operational software 20 7) Communication interface pans 21 3) Fiala sc u* n2ount-er 22 S. Fumichin g and Inrt�alling Emergency Vehicle Preemption System 23 a. McaayterAent 24 1) Measurement for this Itam zhall be lump aim poi each intersection. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 sured ro ded under "Mcasurrem " shall be paid f r at th 28 lump sum pricc bid br "Furniall'Install Emergency Vehicle Preemption 29 System" per intersection where Emergency Vahic9(e Preemption Systems 30 are to be furnished and installed. 31 o. Tho lice bid 11 include: 32 1) Fu i:,hing, installing and testing F m-xgency Vehicle Preemption System 33 2) Purchasing equipment and cable from City if called out in the Dxiwang& 34 3) Detectors 35 II) Cards 36 5) Home run cables 37 6) Cable insidc polo 38 7) Mounting hardware 39 9. Installing Emergency Vehicle Preemption System 40 a. Measurement 41 1) Measurement for this Item shall be lump sum per each intersection. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" shall be paid for at the 45 lump sum price bid for "Install Emergency Vehicle Preemption System" 46 per intersection where Emergency Vehicle Preemption Systems are to be 47 installed. 48 c. The price bid shall include: 49 1) Installing and testing Emergency Vehicle Preemption System CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 5 TRAFFIC SIGNALS Page5 of51 1 2) Emergency Preemption Detector 2 3) Emergency Preemption Phase Selector 3 4) Emergency Preemption Detector cable 4 5) Card Rack 5 6) Internal cabinet wiring 6 7) Mounting hardware 7 4-0. Furnishing and Installing Bad. BQck Up (3DTJ) Syam fa- Egnal Cabinets 8 a. Measurement 9 1) 1\roacurement fx this Item aball be-perat BBU £&jtem component 10 furrrvhod and installed. 11 b. Payment 12 1) Tl-No. 13 ohall bo paid -fent--tti .it price bid p "Furnioh tL BjJTJ 14 System" for: 15-a)---- ariouc-components 16 b) Various types 17 0. Tho Fine --bid anti in uda 18 1) Furnishing, installing and testing tho BLOT system 19 2) Purchasing equipment from City if called out in the Drawings 20 3) I erter/cha per 21 4) 1\Iival bypass switch 22 5) Power tra xfoc cn.•itch or automatic bypwo owitch 23 6) Batteries 24 7) Self contained ext r ar me cabinet 25 aril all need: x y haM7,ur c and software 26 11. Install Battery Back Up (BEUJ) &J\3ten for Signal C..bi ets 27 a. Measurement 28 1) M suremcnt for this It'..xvt ohall be per eh DBU Fryotem component 29 furnishod and installed. 30 b. Payment 31 1) The work performed and materials furniohod ire r000rdance to this Item 32 shall be paid for at the unit price bid per each "Install BB�lJ Dyotem" for: 33 o:/lirponents 34 b) Various types 35 a. Tho pr'iae-bid shall include: 36 1) Installing and testing the BB'J c''Gtem 37 2)--)Yining, and all necessary hardware and software 38 13. Fiawcut for Loop Detector Cable 39 a. Measurement 40 1) Measurement for detector cable b —p r linQar foot of Sawcut. 41 b. Payment 42 1) The work performed Grid materials -fah d in accordanec to this Item and 43 measured as provided under "Measurement" ehall be p;iid for at the unit 44 price Ed po linnscar foot of "Loop Detector Cable Fawaut". 45 o. Tlh price bid Mull kwlude: 46 1) gay:cutting pavement 47 2)tint removal 48 3) Disptual of oxccss material 49 4) Pavement repair CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-6 TRAFFIC SIGNALS Page 6 of 51 1 5) Clean up 2 13. Multi -conductor Cable 3 a. Measurement 4 1) Measurement for this Item shall be per linear foot. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" shall be paid for at the 8 unit price bid per linear foot of "Multi -conductor Cable" installed for: 9 a) Various types 10 b) Various sizes 11 c. The price bid shall include: 12 1) Furnishing and installing Multi -conductor Cable 13 2) Cables inside poles 14 14. Power Lead-in Cable 15 a. Measurement 16 1) Measurement for this Item shall be per linear foot. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" shall be paid for at the 20 unit price bid per linear foot of "Insulated Elec Condr" installed for: 21 a) Various types 22 b) Various sizes 23 c. The price bid shall include: 24 1) Furnishing and installing Power Lead-in Cable 25 15. Grounding Conductors 26 a. Measurement 27 1) Measurement for this Item shall be per linear foot. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" shall be paid for at the 31 unit price bid per linear foot of "Bare Elec Conde" installed for: 32 a) Various types 33 b) Various sizes 34 c. The price bid shall include: 35 1) Furnishing and installing Grounding Conductors 36 16. Ground Boxes 37 a. Measurement 38 1) Measurement for this Item shall be per each. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 shall be paid for at the unit price bid per each "Ground Box" installed for: 42 2) Various sizes 43 3) Various appurtenances 44 c. The price bid shall include: 45 1) Installing Ground Box 46 2) Enclosures 47 3) Covers 48 4) Concrete apron 49 17. Furnishing wad Insa11ing Pedestal Pole Assemblies CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-7 TRAFFIC SIGNALS Page 7 of 51 1 a. Mea2ursi t 2 1) M asurement for this Item ohcl i per cach assembly furnished and 3 installed. 4 b. Payment 5 1) The work performed and material6 furnished in accordance to this Item 6 -3ha31 bo paid for at tho unit p •i^e bia rer ea^r1 Pcd Polo 7 Aaaiab'y" furnished and installed for: 8 a) Variouo t; py.s 9 b) Varioac c/.,-fies 10 c. The price Sid shall include: 11 1) Furniohing and : stalli g each Petal Pole Ac&inb1y 12 2) Purchasing pedestal pas aoam\b1lieo from City if called out in the Dra'uii go 13 3) FurniWrg pkao nwnt and compaction of backfill 14 1) Clew, u+p 15 18. Installing Pedestal Pole Assemblies 16 a. Measurement 17 1) Measurement for this Item shall be per each assembly installed. 18 b. Payment 19 1) The work performed and materials furnished in accordance to this Item 20 shall be paid for at the unit price bid per each "Install Ped Pole Assmbly" 21 furnished and installed for: 22 a) Various types 23 b) Various sizes 24 c. The price bid shall include: 25 1) Excavation 26 2) Installing each Pedestal Pole Assembly 27 3) Furnishing, placement and compaction of bacicfill 28 4) Clean-up 29 4 -9, Furnishing aai Installing Signal Meo 30 a. Moccu nlcikt 31 1) Measureme this Item ll be per cach signal pole furnished and 32 installed. 33 b. Payment 34 1) The work performed and materials furriihad in accordance to this Item 35 thall So pad for-attie-unit-price-bid-per•-eaeh"Furnis llnstall Sign 1, Pol 36 nstaice 37 38 .c. Thlo pike b'd ohall include: 39 1) Furni±ing a>sx inotelling oach Sisal Pole Aozerftb4y 40 2) Purtha ;i�nal poles from City if called out in the Drawing& 41 3) Erecting assembly an ooncrete foundation 42 1) Fuirr zing and placing anchor bolto, nuts, washy o, G\\\4 templates 43 20. Installing Signal Poles 44 a. Measurement 45 1) Measurement for this Item shall be per each signal pole installed. 46 b. Payment 47 1) The work performed and materials furnished in accordance to this Item 48 shall be paid for at the unit price bid per each "Install Signal Pole" installed 49 for: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-8 TRAFFIC SIGNALS Page 8 of 51 1 a) Various types 2 c. The price bid shall include: 3 1) Installing each Signal Pole Assembly 4 2) Erecting assembly on concrete foundation 5 3) Furnishing and placing anchor bolts, nuts, washers, and templates 6 21. Furnishing -and Imtalling Mast Arms 7 a. Measurement 8 1) Measurement for this Itam shall be per cavil PIIcs; 9 installed. 10 b. Payment 11 1) The work performed and materials furnished in accordance to this Item 12 shall be paid for at the unit price bid pnr eachs, as " fana >, 13 installed for: 14 a) Various length intervals 15 c. The price bid shall h.-elude: 16 1) Fuurtii:,hing, asJz°nbJing and installing Mt Arm 17 2) Purollacng rn st arms from City if called out in the Drawings 18 3) Mounting equipment 19 '1) Vibration darsp.rrz 20 5) Man up 21 22. Installing Mast Arms 22 a. Measurement 23 1) Measurement for this Item shall be per each Mast Arm installed. 24 b. Payment 25 1) The work performed and materials furnished in accordance to this Item 26 shall be paid for at the unit price bid per each "Mast Ann" installed for: 27 a) Various length intervals 28 c. The price bid shall include: 29 1) Assembling and installing Mast Arm 30 2) Mounting equipment 31 3) Vibration dampers 32 4) Clean-up 33 23. Foundations 34 a. Measurement 35 1) Measurement for this Item shall be per each. 36 b. Payment 37 1) The work performed and materials furnished in accordance to this Item 38 shall be paid for at the unit price bid per each "Foundation" installed for: 39 a) Various types 40 c. The price bid shall include: 41 1) Installing Foundation 42 2) Concrete 43 3) Forms 44 4) Reinforcing steel 45 5) Exploratory excavation (as needed) 46 6) Grounding rods 47 7) Coordination and notification 48 8) Excavation 49 9) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 9 TRAFFIC SIGNALS Page 9 of 51 1 10) Disposal of excess material 2 11) Protection of the excavation 3 12) Clean-up 4 13) Testing 5 24. Hardware Paint 6 a. Measurement 7 1) 'Rio Itein-is-eensidefed-subsidiar-y-t-e-the-wykydr, Trffic Signal Structures 8 being installed and painted. 9 b. Ikrinwnt 10 1) The wolc porrformed and the materials furnished in accordance with this 11 Ran are-vabldi t, s Traf ie Signal Str .ctuPl3 bokig inc allo nd 12 painted and sbaii be subsielkary to tit:: unit price bid per various Traffic 13 Signal Paktetufes-being-installed-and-painted3-and-n-e-ether-eempensatien 14 will be allowed. 15 25. Furaiohilrrg and Ixot rI C troller and Cabinet A sse y 16 nan Moue srmst 17 -1) M®a-verse t f . tr I+ m , hµn be per each ass n ly fuluio icd and 18 installed. 19 b. IMa.yn2ait 20 1) The work performed and materials furnished in accordance to this Item 21 >, l b a + +� + i e >„ a 1, "C 22 furnished and installed for: 23 ) V. „ti, ethod s 24 2) The price bid shall include: 25 a) Furnid-nag and imt 26 b` P eh nt f om City if oalled out in the D'a',iirgs- 27 c) Conduit 28 d) Grounding rod 29 c) Concrete foundation pad 30 f) Wiring 31 g) Cable 32 h) Tooting 33 i) Troubleshooting 34 j) Ta nninGting 35 26. Installing Controller and Cabinet Assembly 36 a. Measurement 37 1) Measurement for this Item shall be per each assembly installed. 38 b. Payment 39 1) The work performed and materials furnished in accordance to this Item 40 shall be paid for at the unit price bid per each "Controller & Cabinet" 41 installed for: 42 a) Various mounting methods 43 2) The price bid shall include: 44 a) Installing the Controller and Cabinet Assembly 45 b) Conduit 46 c) Grounding rod 47 d) Concrete foundation pad 48 e) Wiring 49 f) Cable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -10 TRAFFIC SIGNALS Page 10 of 51 1 g) Testing 2 h) Terminating 3 i) Troubleshooting 4 j) Picking up City furnished materials 5 27. Advanced \\ arning Flaohar Assemblies 6 a. Measurement 7 1) Measurement for thio shall be per ach assembly installed. 8 b. Payment 9 1) Tho work erf rmee and mate ' , f >, a 10 than for at thc unit pricc bid per ch assx b1y installed for: 11 a) Various types of assemblies 12 b) Various— ppliaat-iena inaluding signal th d, school zone, stop ahead, 13 etc. 14 a. T1x pr-s bid shall include: 15 1) Furnbhing-and inatalling Advanced Warning Flashers 16 2) Testing 17 3) Fcutdations 18 1) Furnishing and placing anchor bolts, nut], ixih rzs, ar.d-kverrha'as 19 5) Controller 20 6)—Jroan up 21 28. Temporary Traffia Frgnalz 22 a. Measurement 23 1) Measurement for thb Item shall be by lump p cut ate• intersection requiring 24 Tm-rwAary Traffic Signals. 25 b. Paymcnt 26 1) The work performed and materials furnished in accordance with this Item 27 and na-�,v,x'cd pm.vided under "M2acuAN`Kcnt" zha11 be paid for at the 28 lump ouln (rizoc bid for "Term, Traffic Signal" per each intersection. 29 c. The price bid ohall include: 30 1) Picking up and returning materials supplied by thc City 31 2) Installation of Temporary Traffic Signal Devices 32 3) Operation of controls 33 '1) Maintenance 34 5) Reconfiguration 35 6) Removal of Tempera y Tsafo Flom]. Doviccs post Construction 36 ;) lkmndations 37 8) Electrical services 38 9) Detection equipment 39 1.3 REFERENCES 40 A. Abbreviations and Acronyms 41 1. DE: Vid h , a + ti + r�'1Z:CgIIIg �P GIriGTeZT�G-CGGCI�2TTyZLGTIZ 42 2. BBU: Batty book up rgs;em 43 3. LED: light emitting diode 44 B. Definitions 45 1. Battery Back Up (BBTJ', Eyatem 46 a. Automatic Bypaao Relay CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 11 TRAFFIC SIGNALS Page 11 of 51 1 1) A unit connected between the inverter/charger, ark the load, which can 2 automatically switch power to the controller cabinet serviw rangy from 3 inverter output power to utility line power, in the event of an inverter 4 failure. 5 b. Battery Beek U Eiyctem (BBU System) 6 1) Tlw battery back up system includcv but io Rot limited to a manual b' 7 switch, automatic bypow.:witch or povNr tyancf tch erte"'c''arge" 8 batteries, wiring, external cabinet and all necessary hardware for system 9 operation. 10 c, Up Eytatem Software (BWJ Dystem software) 11 1) All software associated with operation, prog ann2krg an 12 requirements of the BBU crrjatem. 13 14 1) The device which monitors battery to .caXurs; arkd charge rate of the 15 battcriaa uood-inrtho BJTJ ;r stom. F7 11 bean ambient aorlor in ernal to the 16 inverter/charger. 17 e. Batteries 18 1) System Battcriav 311111 In 24vdc e a f idly parallernfigiNution to 19 allow complete hot swappingall batteries during outage. 20 f B000t 21 1) When enabled, the B U in«te o ohall automatically switch into 22 this mode to na.iae the utility line voltage when it drops below a p of t limit. 23 Tho limit may be user defined or ex.Na manufacturer default settings 24 (typically 100V AC). 25 g. Buck 26 1) When onabiod, the unit ohall automatlaally switch into this mode to reduce 27 tho utility line voltage when it r^ixc7abave-a-preset limit. The limit may be 28 user defined e,• uw r:xx ufacturer default settings (typkily 135V AC). 29 h. External Cabinet 30 i) Tf _ t t h >7 h s the y leto s+ „ts for tt� PETJ Zit-CyliiNyii�ii 1 31 System. 32 i. Inverter/Charger 33 1) The unit which converts the DC volt - r input into 120 VAC output for the 34 traffio Eirgnal oabinot#o op',Y`ato. As -a minir rn2 tb i r ivirter/charge thall 35 be -rated 0 V n 00 watts. 36 j. Inverter Ve11tage 37 1) The pow w. �cd from the BBU :7yntem to the traffic signal cabinet from 38 the BBU System inverter. 39 1c:-Marzeral Bjl ass 40 -f}—Manuair,,itch that alloy,u u:,cr to byp i BBU power to service system 41 equipment. Manual bypass.tar, .;tar, tilit„ l;re pe e. di ectlly to 42 cabinet. 43 1. Signal Operation Mode 44 , ` n r"ed -inc mectio ..,tin a 700W loan why running in normal 45 operation. 46 n2. C'gnal Flash Mode 47 1) A oigna ized intersecti:,n gonzvating a 300W load 7,1bon rur2nifrg in the flash 48 mode of op:atioxa. 49 n. Utility Line Voltage 50 1) The 120V AC power• cuppld to the BBU system CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-12 TRAFFIC SIGNALS Page 12 of 51 1 C. Reference Standards 2 1. Reference standards cited in this Specification refer to the current reference 3 standard published at the time of the latest revision date logged at the end of this 4 Specification, unless a date is specifically cited. 5 2. American Standard Testing Materials (ASTM) 6 a. ASTM B85-57T — "Standard Specification for Aluminum -Alloy Die Castings" 7 b. ASTM B26-57T — "Standard Specification for Aluminum -Alloy Sand 8 Castings" 9 c. ASTM B-209-57T — "Standard Specification for Aluminum and Aluminum- 10 Alloy Sheet and Plate" 11 d. ASTM D-1535 — "Standard Practice for Specifying Color by the Munsell 12 System" 13 e. ASTM B-033 — "Standard Specification for Tinned Soft or Annealed Copper 14 Wire for Electrical Purposes" 15 f. ASTM B-8 — "Standard Specification for Concentric -Lay -Stranded Copper 16 Conductors, Hard, Medium -Hard, or Soft" 17 g. ASTM A3250-N — "High Strength Galvanized Steel Bolts" 18 h. ASTM A490-N — "High Strength Galvanized Steel Bolts" 19 i. ASTM A123 — "Standard Specification for Zinc (Hot -Dip Galvanized) 20 Coatings on Iron and Steel Products" 21 j. ASTM A153 — "Standard Specification for Zinc Coating (Hot -Dip) on Iron and 22 Steel Hardware" 23 3. Texas Manual on Uniform Control Devices (TMUTCD) 24 a. Part IV — Traffic Signals 25 4. Manual on Uniform Traffic Control Devices, 2009 Edition 26 a. Digits 27 5. Federal Aviation Administration (FAA) 28 a. FAA L-802-B 29 6. Institute of Transportation Engineers (ITE): 30 a. Vehicle Traffic Control Signal Head— Light Emitting Diode (LED) Circular 31 Signal Supplemental (VTCSH), adopted June 2005. 32 b. Vehicle Traffic Control Signal Head Part 3: Light Emitting Diode (LED) Arrow 33 Traffic Signal Modules. 34 c. Equipment and Materials Standards, Vehicle Traffic Control Signal Heads 35 (VTCSH) Part 2: LED Vehicle Signal Modules. 36 d. PTCSI LED Signal Modules Draft Version of Februaly 2009 37 1) Luminous intensity, uniformity and viewing angles 38 2) Chromaticity 39 7. Underwriter's Laboratory Incorporate (UL) 40 a. Standard UL-651— "Schedule 40 and 80 Rigid PVC Conduit and Fittings" 41 b. Standard UL-514B — "Conduit, Tubing, and Cable Fittings 42 8. American Standards Institute (ANSI)/Institute of Electrical and Electronics 43 Engineers (IEEE) 44 a. Section 6.1.2 ANSUIEEE C62.41.2 — 2002, 3KV, 2 S2 45 b. Section 6.1.1 ANSI/IEEE C62.41.2 — 2002, 6KV, 3052 46 c. Transient suppression 47 9. MIL-STD-883 48 a. Test Method 2007 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 13 TRAFFIC SIGNALS Page 13 of 51 1 b. Mechanical vibration 2 10. MIL-STD-810F 3 a. Procedure 1, Rain & Blowing Rain 4 b. Moisture resistance 5 11. National Electrical Manufacturer's Association (NEMA) 6 a. Section 2.1.6 NEMA TS 2-2003 7 b. Section 2.1.8 NEMA TS 2-2003 8 c. Transient voltage protection 9 d. Controller compatibility 10 12. Federal Communications Commission (FCC) 11 a. Title 47 Sec 15 Sub. B 12 b. Electronic noise 13 13. International Municipal Signal Association (IMSA) 14 a. IMSA 5-1 15 b. IMSA 7-1 16 c. IMSA 20-1 17 14. National Fire Protection Association (NFPA) / National Electric Code (NEC) 18 a. NFPA 70 19 b. Wiring 20 15. International Electrotechnical Commission (IEC) 21 a. Section 8.2 IEC 1000-4-5 22 b. Section 8.0 IFC 1000-4-12 23 c. Transient suppression 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination 26 1. City must approve any deviation from Specification. 27 B. Preinstallation Meetings 28 1. 48 hours Notice of Intention to establish final location of any foundations, bases, 29 conduit, and detectors. 30 2. 48 hours notice to DIG TESS, City of Fort Worth Water and Sewer (817-871- 31 8275), and City of Fort Worth Traffic Signals, Street Lights, and Storin Drains 32 (817-392-8100). 33 C. Scheduling 34 1. 48 hours advanced approval for existing traffic signal turn off of flash operation. 35 2. 48 hours advanced notice of placing traffic signal into operation. 36 3. 3 Working Days notice for City provided equipment pick-up. 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 40 fabrication for specials. 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 42 A. Product Data Sheets are required for: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-14 TRAFFIC SIGNALS Page 14 of 51 1 1. Traffic signal housing, back plates, visors, louvers, LED lamps, and mounting 2 hardware 3 2. Pedestrian signal housing, LED lamps, and mounting hardware 4 3. Pedestrian push button assemblies 5 4. Conduit 6 5. Battery back up rryt3tems 7 6. Multi -conductor cable 8 7. Power lead-in cable 9 8. Ground boxes 10 9. Grounding conductor 11 10. Grounding rod 12 11. Concrete 13 a. Refer to Section 03 30 00. 14 12. Vibration dampers 15 13. Miscellaneous items supplied 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Storage and Handling Requirements 21 1. Parts shall be properly protected so that no damage or deterioration occurs during a 22 prolonged delay from the time of shipment until installation. 23 2. Exposed anchor bolts shall be protected until pole shaft is installed. 24 3. Finished iron or steel surfaces not painted shall be properly protected to prevent rust 25 and corrosion. 26 4. Prevent plastic and similar brittle items from being exposed to direct sunlight and 27 extremes in temperature. 28 5. The Contractor shall secure and maintain a location to store the material in 29 accordance with Section 01 50 00. 30 B. Delivery and Acceptance 31 1. Contractor shall pick up all City furnished materials and deliver them to the Site. 32 1.11 ¥IELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY 34 A. Manufacturer Warranty 35 1. Manufacturer's warranty shall be in accordance with Division 1. 36 2. A 2 year warranty shall be required on all equipment furnished by the Contractor. 37 B. Extended Correction Period 38 1. Contractor responsible for correcting any substandard workmanship and/or 39 materials for 24 months from the date the signal is accepted by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 15 TRAFFIC SIGNALS Page 15 of 51 1 PART2- PRODUCTS 2 2.1 PRODUCTS TO BE PURCHASED FROM THE CITY 3 A. Refer to Drawings and Contract Documents to determine if any Items are to be 4 purchased from the City and installed by the Contractor. 5 B. Items eligible for purchase from the City include: 6 1. Radar Detection Systems 7 2. VIVDS 8 3. Emergency Vehicle Preemption Systems 9 4. Pedestal Pole Assemblies 10 5. Signal poles 11 6. Mast arms 12 7. Controller and Cabinet Assemblies 13 8. Battery bawl- up oy x c 14 2.2 ASSEMBLIES, EQUIPMENT, PRODUCT TYPES, AND MATERIALS 15 A. Manufacturers 16 1. Only the manufacturers as listed in the City's Standard Products List will be 17 considered as shown in Section 01 60 00. 18 a. The manufacturer must comply with this Specification and related Sections. 19 2. Any product that is not listed on the Standard Products List is considered a 20 substitution and shall be submitted in accordance with Section 01 25 00. 21 3. If more than 1 unit of a given bid item is required, then the Contractor shall ensure 22 that all units are the product of 1 manufacturer, unless otherwise directed by the 23 Traffic Services Manager or designee. 24 B. Description 25 1. Regulatory Requirements 26 a. Traffic signal shall meet or exceed standards set forth by the Texas Manual on 27 Uniform Traffic Control Devices (TMUTCD), National Electric Code (NEC), 28 Institute of Transportation Engineers (ITE), American Society for Testing and 29 Materials (ASTM), American Standards Institute (ANSI), and National 30 Electrical Manufacturer's Association (NEMA). 31 C. Traffic Signal Materials 32 1. It is the Contractor's responsibility to furnish all materials necessary to complete 33 each traffic signal installation, whether the item is specifically mentioned or not. 34 All unspecified materials (i.e., electrical tape, bolts, and nuts, etc.) shall meet the 35 requirements of the National Electrical Code. 36 2. All materials supplied by the Contractor shall be of new, un-depreciated stock. 37 3. Traffic signal head assemblies 38 a. Traffic signal heads 39 1) The housing and doors of the signal head shall be made of die cast 40 aluminum alloy in accordance with ASTM Specification B85-57T. 41 2) Sandcast aluminum alloy shall be used for other parts of the signal head if 42 in accordance with ASTM Specification B26-57T. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -16 TRAFFIC SIGNALS Page 16 of 51 1 3) The visors shall be fabricated from aluminum sheet conforming to the 2 ASTM Specification B-209-57T. 3 4) All miscellaneous parts such as hinge pins, lens clips, locking devices, etc. 4 shall be made of a non -corrosive material. 5 5) The housing of the signal heads shall be constructed of interchangeable 6 sections. 7 6) All exterior mating surfaces shall be flat to assure waterproof and dust- 8 proof assembly of sections. 9 7) The top and bottom of the sections will have an opening approximately 2 10 inches in diameter to permit the entrance of 1 %2 inch pipe nipples. 11 8) Each section shall have serrated openings or equivalent, for providing a 12 positive and locked positioning of signal sections when used with serrated 13 mast arm or span wire mounting brackets. 14 9) The door and lens housing shall be equipped with a watertight and dust- 15 tight molded neoprene gasket. 16 a) The door of each signal section shall be attached to the housing in a 17 watertight and dust -proof manner 18 b) Non -corrosive hinge pins and 2 wing screws will be furnished on each 19 door for opening and closing without the use of special tools. 20 (1) These hinges and screws shall be of such design as to allow even 21 gasket pressure. 22 10) Each signal head section shall be furnished with a detachable tunnel type 23 visor unless otherwise specified. 24 11) Visors shall be a minimum of 10 inches in length (depth) for 12 inch 25 signals, or a minimum of 7 inches in length (depth) for 8 inch signal heads 26 where specifically called for in the Drawings. 27 a) Visors shall be attached to the door assemblies in a manner that 28 facilitates field removal and installation. 29 b) Visors shall be fabricated from aluminum and shall not form a 30 complete circle and shall have the bottom open, unless louvers are 31 required. 32 12) Traffic signal housing shall be furnished with LED inserts that comply with 33 this Specification and shall be in the standard red, amber and green 34 configuration as specified by the most current version of the TMUTCD. 35 13) A screw down type terminal block shall be provided with each signal head 36 for facilitating field wiring. 37 14) The pigtail leads from the lamp receptacles shall be connected to a common 38 terminal block within the head assembly. 39 15) Each terminal block will be at least a 6 position, 12 terminal strip securely 40 fastened at both ends to the signal housing. 41 16) All traffic signal heads shall conform to the requirements of the most 42 current version of the TMUTCD in color and arrangement. 43 17) The housing and outside surface of the visors shall be traffic yellow (RAL 44 1023) in color. 45 a) The inside surface of visors shall be a "Dull" or "Flat -black" color. 46 b) The outside surface shall have a minimum of 2 coats of baked chrome 47 yellow enamel (TT-C-595E1310), Munsell notation O.YP 47/15/3, per 48 FAA Specification L-802-B and ASTM D 1535. 49 b. LED traffic signal lamp unit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 3441 10 -17 TRAFFIC SIGNALS Page 17 of 51 1 1) This Specification describes the minimum acceptable design and 2 performance requirements for a 12 inch (30Omm) or 8 inch (200 mm) light 3 emitting diode (LED) traffic signal lamp unit. 4 2) The equipment shall conform to the applicable requirements of: the 5 Underwriter's Laboratory Incorporate (UL), the American Society for 6 Testing and Materials (ASTM), the American Standards Institute (ANSI), 7 the National Electrical Manufacturer's Association (NEMA), and other 8 applicable standards and specifications. 9 3) The LED traffic signal lamp unit shall comply at a minimum with the 10 Institute of Transportation Engineers (ITE) specification for Vehicle Traffic 11 Control Signal Head — Light Emitting Diode (LED) Circular Signal 12 Supplement (VTCSH); adopted June 2005, for circular indications and 13 Vehicle Traffic Control Signal Head Part 3: Light Emitting Diode (LED) 14 Arrow Traffic Signal Modules for arrow indications. 15 4) The LED shall have an "incandescent" look, using the minimum number of 16 LED's that comply with the ITE specification. 17 5) If proper orientation of the LED unit is required for optimum performance, 18 a clear, durable and unmistakable marking shall be provided on each lens as 19 to its proper orientation (top or bottom). 20 6) The manufacturer's name, serial number and other necessary identification 21 shall be permanently marked on the backside of the LED traffic signal lamp 22 unit. A label shall be placed on the unit certifying compliance to ITE 23 standards. 24 7) Documentation Requirements 25 a) Each LED traffic signal lamp unit shall be provided with the following 26 documentation: 27 (1) Complete and accurate installation wiring guide 28 (2) Contact name, address, and telephone number for the 29 representative, manufacturer, or distributor for warranty repair. 30 (3) A copy of a test report certified by an independent laboratory that 31 the LED traffic signal lamp model submitted meets all the 32 requirements of these Specifications in accordance with ITE 33 VTSCH Part 2. 34 (4) Schematic diagram for each unit, along with any necessary 35 installation instructions 36 (5) For each unit submitted, the manufacturer name, brand and model 37 number of LEDs used shall be provided, along with the LED 38 manufacturer's recommended drive current and degradation curves. 39 (6) Warrant information from manufacturer 40 (7) Quality assurance testing documentation 41 c. Signal head louvers 42 1) Louvers shall be provided for those signal sections indicated in the 43 Drawings. 44 2) All louvers shall be of such design as to provide visibility of the lens for the 45 intended lane of traffic as indicated by the Drawings and block visibility to 46 all other lanes. 47 d. Mounting hardware 48 1) Mast Arm Mount Signal Bracket, 1-Way Cable Mount CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 4110 -18 TRAFFIC SIGNALS Page 18 of 51 1 a) The product bid shall be the mast arm mount signal bracket, 1-way 2 cable mount, for 3 to 5 section head with 84 inches cable and 74 inches 3 long gusseted tube manufactured by Pelco, part no. AB-0125, or 4 approved equal. 5 2) Mast Arm Mount Signal Bracket, 1-Way Cable Mount, Clamp Assembly 6 a) The product bid shall be the mast arm clamp assembly with 84 inches 7 cable manufactured by Pelco, part no. AB-3009, or approved equal. 8 3) Mast Arm Mount Signal Bracket, 2-Way Cable Mount 9 a) The product bid shall be the mast arm mount signal bracket, cluster 10 cable mount, for 5 section signal head with 84 inches cable 11 manufactured by Pelco, part no. AB-0138, or approved equal. General 12 Specifications are below. 13 4) General Specifications for Traffic Signal Head Mounting Hardware 14 a) The bracket shall be completely adjustable such that it is capable of 15 rotational adjustment about the bracket axis, vertical adjustment, 16 rotational adjustment about the mast arm and rotational adjustment 17 right & left from the vertical plane. 18 b) The bracket shall be provided with aircraft type stranded cable for 19 fastening the bracket to the supporting arm or structure. The bracket 20 shall be easily adjustable to fit all sizes of round, octagonal, elliptical or 21 other shaped structure without special tools or equipment. 22 c) The bracket shall attach to the signal in a clamping manner holding the 23 signal both top and bottom in order to assure maximum rigidity. For 24 the 1-way cable mount, a standard bracket shall accommodate all major 25 signal manufacturers' signals from a 3 section 1-way 8 inches and 12 26 inches signal through a 5 section 1-way 12 inches signal and any 27 combination thereof including 3M and ICC configurations. For the 2- 28 way cable mount, a standard bracket shall accommodate all major 29 signal manufacturers' signals from a 3 section 2-way 8 inches signal 30 through a three (3) section 2-way 12 inches signal and any combination 31 thereof including 3M and ICC configurations. 32 d) Upper & Lower Arms 33 (1) Shall be cast from 319 aluminum or equivalent 34 (2) The lower bracket arm shall be internally threaded to accommodate 35 the threaded vertical support tube. 36 (3) The lower arm shall be furnished with ABS plastic covers, which 37 will slide and snap into position without the use of fasteners or 38 tools. 39 (4) All upper and lower arms shall have 72 tooth serrations cast into 40 the arm to assure a positive lock with signal housing and shall be 41 secured about their rotational axis with setscrews. 42 (5) Both upper and lower arms shall have a tri-bolt arrangement for 43 attachment to the signal housing. 44 (6) Opening in the lower arms shall accommodate a minimum of 3, 12 45 conductor 14 gauge cables. 46 e) Vertical Support Tube 47 (1) Shall be a double gusseted tube extruded from 6063-T6 aluminum 48 alloy or equivalent and have a cross section. 49 (2) Each tube shall be complete with a vinyl closure strip and be 50 threaded on 1 end to accommodate the lower arm assembly. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 19 TRAFFIC SIGNALS Page 19 of 51 1 f) Mast Arm Clamp Assembly 2 (1) Both male and female halves shall be cast from 713 aluminum 3 alloy or equivalent. 4 (2) The male clamp half shall be secured within the female half, 5 utilizing a spring steel retainer ring. 6 (3) Such assembly shall provide an unobstructed center of 2 3/8 inches 7 minimum diameter, allowing for 360 degree rotation of the clamp 8 assembly. 9 (4) There shall be no internal cross bracing assembly obstructing the 10 center opening. 11 g) Aircraft Type Stranded Cable 12 (1) Shall be fabricated in 1 piece with a minimum diameter of 3/16 13 inches either galvanized or stainless steel 14 (2) The cable shall be complete with 7/16 inch stainless steel clamp 15 screw permanently attached to each end. Each clamp screw shall 16 be fitted with a stainless steel hex nut, SAE flatwasher and an 17 aluminum -bearing washer. 18 (3) The clamp screw shall be flattened on 2 opposite sides for wrench 19 accommodation. The stranded cable shall be of sufficient length to 20 fasten the clamp assembly to a minimum pole diameter of 8.6 21 inches. 22 h) Each bracket shall be complete with all necessary bolts, washers, 23 gaskets, etc. to allow assembly of the signal to the bracket and the 24 bracket to the mast aim. 25 i) All aluminum parts shall have an Alodine (or equivalent) fmish. All 26 steel parts shall have a traffic yellow (RAL 1023) zinc di -chromate 27 finish. 28 4. LED Countdown Pedestrian Signal Head Assemblies 29 a. Housing unit 30 1) Housing units shall be new and unweathered. 31 2) The housing shall be fitted with an LED module that has an incandescent 32 look. 33 3) The housing shall be a 1-piece corrosion resistant aluminum alloy die- 34 casting with integrally cast top, bottom and sides that are weather proof and 35 dust -tight. 36 4) The housing shall be right and left drilled for clamshell attachment and 37 shall have top and bottom ports that are opened and capped and will 38 accommodate standard 1 %2 inches pipe. 39 5) The approximate size of housing (including body, door, and ears) shall be 40 16.0 inches H x 18.75 inches W x 8 inches D. 41 6) The door frame shall be a 1-piece corrosion resistant aluminum die-casting. 42 7) The housing shall be traffic yellow (RAL 1023). 43 8) The housing shall have a standard 3-position terminal block, pre -wired to 44 receptacles to permit easy field installation of a power supply. 45 9) All necessary hardware shall be provided with housing. Rivets shall be 46 aluminum and bolts, lock washers, screws, eyebolt assembly and pins shall 47 be stainless steel. 48 b. LED countdown pedestrian unit 49 1) LED countdown pedestrian signal units shall be new and unweathered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 4110 -20 TRAFFIC SIGNALS Page 20 of 51 1 2) The manufacturer's name, serial number and other necessary identification 2 shall be permanently marked on the backside of the LED pedestrian signal 3 unit. 4 3) The LED pedestrian signal lamp unit shall fully conform to Institute of 5 Transportation Engineers (ITE) PTCSI Draft Version of February 2009. 6 4) The LED pedestrian signal lamp unit shall fully conform to Chapter 4E, 7 Pedestrian Control Features, of the Manual on Uniform Traffic Control 8 Devices (MUTCD), 2009 version. 9 5) Each LED pedestrian signal unit shall be provided with the following 10 documentation: 11 a) Complete and accurate installation guide. 12 b) Contact name, address, and telephone number for the representative 13 manufacturer, or distributor for warrant repair. 14 6) A copy of a test report certified by an independent laboratory that the LED 15 traffic signal lamp model submitted meets all the requirements of these 16 specifications in accordance with ITE PTCSI Draft Version of February 17 2009. 18 c. Mounting hardware 19 1) Mounting hardware shall be the clamshell mount type equivalent to or 20 better than the clamshell #4805 manufactured by McCain. 21 2) Mounting hardware shall be a 2-piece, cast aluminum alloy assembly. The 22 2 separate castings shall be joined in the fmal assembly by the use of 23 stainless steel spring pins. 24 3) The pole half of the assembly shall be designed to adapt to a wide range of 25 pole configurations (4 inch minimum diameter). 26 4) Unit construction shall allow band -it type mounting. Band -it type 27 mounting shall be permitted by 2 recessed slots near the top and bottom of 28 the pole half of the assembly. 29 5) The pedestrian assembly shall be capable of being mounted on the pole by 30 lining up the mounting pins of the pole half with the mounting ears of the 31 pedestrian assembly and lowering it into position. 32 6) 3 sets of screw terminal pairs shall be located on a terminal block in the 33 upper third of the head half of the clamshell assembly. 34 7) A closed cell neoprene sponge gasket shall be provided on the mating 35 surfaces of the 2 halves of the assembly to compete the rain -tight 36 construction. 37 5. Pedestrian Push Button Assemblies 38 a. The product bid shall be the Bulldog pushbutton BDLM2-Y with Bulldog Pole 39 Mount BDPM-X manufactured by Polara, or approved equal, and shall meet 40 the following specifications: 41 1) Button must be highly vandal resistant and pressure activated with 42 essentially no moving parts. 43 2) Button must be able to withstand an impact from a baseball bat or hammer. 44 3) Button housing must be cast aluminum powder coated traffic yellow (RAL 45 1023). 46 4) Button cap must be made of 316 stainless steel. 47 5) Switch must be solid state electronic Piezo switch rated for 100 million 48 cycles with no moving plunger or moving electrical contacts. 49 6) Button must have LED to give indication of button being pushed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 21 TRAFFIC SIGNALS Page 21 of 51 1 7) Button must give a 2 toned beep indication of button being pushed (1 tone 2 for push, 1 tone for release). 3 8) Button must have built in surge protection. 4 9) Button must be able to hold the call for a minimum of 5 seconds. 5 10) Button must operate immediately after being completely immersed in water 6 for 5 minutes. 7 11) Button must not be able to allow ice to form such that it would impede 8 function of button or button cap. 9 12) All switch electronics must be sealed within the cast aluminum housing. 10 13) Button must have raised ridges to protect the button from side impacts. 11 14) The button shall come complete with an aluminum round housing to be 12 mounted to the signal pole. The housing shall be cast aluminum powder 13 coated traffic yellow (RAL 1023). 14 15) R10-3e push button signs 15 16) All necessary pole mounting hardware shall be supplied. 16 6. Luminaires 17 a. A separate fusetron link shall be provided in the signal pole access 18 compartment. The conductors from the pole base to the luminaire shall be #8 19 XHI-1W wire. Luminaires shall have multi -tap (120 / 240 volt) ballast. 20 b. The luminaire head shall be a `cobra' type with drop lens. Each unit shall come 21 with a photo cell switch mounted on the top. Each luminaire shall contain a 200 22 watt high pressure sodium bulb. 23 7. Radar Detection System 24 a. General 25 1) All equipment required to interface with a traffic signal controller will be 26 subsidiary to this pay item. 27 2) The unit shall detect the continuous presence of every type of vehicle. 28 3) The horizontal range for detection shall be from a minimum of 1 foot (300 29 mm) to a maximum of 80 feet (24,400 mm) at a mounting height of 20 feet. 30 4) The sensor shall be able to hold the detection until the zone is cleared. The 31 sensor shall be able to tune -out stationary targets that remain within the 32 detection zone for a minimum programmable time with 1 minute resolution 33 from 1 to 30 minutes. 34 5) The sensor shall self -tune to its detection zone with no external adjustments 35 other than physical alignment after the initial set-up. There will be no 36 tuning controls of any kind which will require an operator once the unit has 37 been properly installed with the set-up software. 38 6) The detector output must be directly compatible with the controller cabinet 39 detector input. 40 7) The detector shall be capable of continuous operation over a temperature 41 range of — 35 degrees Fahrenheit to + 165 degrees Fahrenheit (-31 degrees 42 Celsius to 78 degrees Celsius). 43 b. Functional Requirements 44 1) The microwave unit must have Federal Communications Commission 45 (FCC) certification. The FCC -ID number must be displayed on an external 46 label. The detector will operate at a frequency, as allowed under the FCC 47 Rules, Part 15. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 22 TRAFFIC SIGNALS Page 22 of 51 1 2) Cabinet power utilized by a detector power supply will range from 90 to 2 135 VAC. The detector will be self-contained. The power supply shall be 3 an integral part of the unit. External power supplies shall not be allowed. 4 3) The unit will have an electro-mechanical SPDT relay to send a signal to the 5 controller. 6 4) No component shall be of such design, fabrication, nomenclature or other 7 identification as to preclude the purchase of said component from any 8 wholesale electronic distributor. 9 5) The unit must employ a circuit for power failure to put the relay to a fail- 10 safe position (recall) during a power failure. 11 6) The detector must have a monitoring circuit for the transceiver that will 12 change the output relay to the fail-safe position in the event of a component 13 failure. 14 7) The detector shall work either as a side of the pole mounted detector or as 15 an overhead mounted detector at a height range of 12 feet to 24 feet (3650 16 mm to 7300 mm). 17 8) All set-up and diagnostic software shall be provided to run on a Windows 18 based operating system. 19 c. Mechanical Requirements 20 1) Each sensor shall be enclosed in a finished fabricated plastic and aluminum 21 chassis with a minimum 4 inches (100 mm) wide by 5 inches (130 mm) 22 high front plastic panel. The front plastic panel shall be constructed of a 23 high impact plastic that covers the opening in front of the antenna. 24 2) Each detector chassis will be water resistant without the use of silicone gels 25 or any other material that will deteriorate under prolonged exposure to 26 ultraviolet rays. 27 3) The printed circuit board shall be coated with a solder mask material that 28 resists moisture and fungus. The solder mask shall have a silk screen to 29 provide a label for each component on the printed circuit board. 30 4) The sensor shall be furnished with a bracket designed to mount directly to a 31 pole or overhead mast -arm structure. 32 5) The sensor shall interface with the set-up software via a RS-232 port with a 33 baud rate of 1200. 34 6) The maximum size of the detector shall be: 35 a) Height: 8.00 inches (200 mm) w/ mounting bracket 36 b) Width : 4.25 inches (108 mm) 37 c) Depth : 10.50 inches (270 min) 38 d. Functional Tests 39 1) The manufacturer will test all microwave units to insure compliance to all 40 FCC and department specifications. 41 e. Software 42 1) The set-up software shall be menu driven and shall utilize a Windows type 43 format for operating the software. 44 2) An on-line help shall be provided as an integral part of the system software. 45 3) The operator shall be able to perform the following functions through the 46 set-up software: 47 a) View a detection output from the unit. 48 b) View a low microwave signal from the unit. 49 c) Program the average intersection cycle time in the set-up software. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -23 TRAFFIC SIGNALS Page 23 of 51 1 d) Program the presence time-out in 1 minute intervals from 1 to 30 2 minutes. 3 e) Program a delay time from 0 to 25 seconds in 1 second intervals. 4 (1) 0=off. 5 f) Program a delay inhibit time from 0 to 25 seconds in 1 second 6 intervals. 7 (1) 0=off. 8 g) Provide a quick re -tune feature for re -tuning in an expedited fashion 9 under ideal background conditions. 10 4) The operator shall be able to perform the following advanced program 11 functions through the set-up software: 12 a) Select and program a new sensor I.D. for each sensor. 13 b) Program a response time for the sensor. 14 c) Program a hysteresis value from a selection of: 15 (1) Low 16 (2) Medium 17 (3) High 18 d) Program a profile value for each sensor. 19 e) The operator shall be able to view the signature of the microwave and 20 the deviation parameters of the microwave for each sensor through the 21 set-up software. 22 5) Documents 23 a) The Manufacturer shall supply a hardware installation guide and a 24 software set up and user manual. 25 8. Vidoo Ir gii g-\k±rJ� Detection System (VIVDS) 26 a. Tho NW -DE ll dote t the presence of : ehic1e., on all a a ekl e 27 intersection and be operationally compatible with controllc c-afxl conflict 28 monitors currently used by the City of Fort Worth. 29 b. The video detection component ofth s s .stern i rank, seao�f_4_�T 30 camera/procesooc oc ✓rut -ion unit✓and associated 'bat&,,n i. 31 c. The VIVDS oha.11 bc Autoscope Solo Pro or equivalent and oapabi sf 32 performing the following functions: 33 1) The Vidoo P o cssor• System (VP) ohall bc-oapable of providirrg up to 16 34 detector outputs to a TyY 170 traffic controller from up to 8 camera/video 35 processor units (C/VPU). 36 2) Each C/VPU field of Eicnr stall px•ovidc a rsir»u_an of 32 virtual detection 37 zones for vehicle detection. 38 3) Th oecific number of C/VPUs to be provided is shown on the Drawings. 39 'I) A Video Processor Unit (WV) ofrall reside in aoh oanxxa framing,. 40 5) The video output from the C/VPU rhall be in color with active detection 41 zones overlaid on full xxXion video. 42 6) Connection from the controller cabinet to the camera/procoa x r: ugt bc 43 twisted wirc pairs only. 44 the controller eabinet to the 45 cameras. 46 47 fleteet xi whilc�ompating arxi storing traffic data lrarnnwters for user 48 selected intava2 o 10, 20, or 30 seconds 3V 1, 5, 10, 15, 30, or 60 minutes. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 24 TRAFFIC SIGNALS Page 24 of 51 1 ;) Tk\ax.ra:1 in.z+.73 mu1+ in 1ude vchiel„ c t. flow rat classifc.,tion 2 occupancy, and speeds. 3 b) The C/VPU shall be capable of opxatirrg in an IP addlooable multi 4 drop cc n unctions network that allows the traffic data parameters to 5 be polled down to 10 second intervals. 6 c) It shall be possible to verify and download the stored data at any time 7 without disturbing the data currently stored in memory. 8 d) The C/VPU shall be provided with occlusion compensation software on 9 a per detection zone por karma basis in order o rsirNkize over counting 10 due to large vehicles. 11 8) Phase R-e a,,d Gro 1 ,,d it 1 + +s ff , + „t (1 6) h e f � wu uuu �+en ivuu u yr ueii vu�pir 12 a Type 170 traffic controller l:a provided a3 inrzats to the C/VPU for 13 inhibiting detector Extend/Delay timing functions. 14 9) The C/VPU software shall provide Boolean logic gates (AND, OR, NAND, 15 and-N of M) that allow the detector outp„ts o be daisy char ned!linked 16 together for customized operation. 17 10) In addition, the C/`'PU be a- e to conditio., the dete t,,,. outputs based 18 on the state of the associated phase nulrmb:rr mad color. 19 11) The following detector typocK3iall bc-a uilah� 20 8 -1- 2 Fattetie Phase -State Set -ad a call for every vehicle Not applicable presence detected Extend a call Green Delay a call Not Green Delay a call Green Extend a call Not Green 3 Lock a call Not Green 4 Extend and/or lock a call Not Green 6 7 Extend and/or lock a call (with an automatic reset Not Green Wirer ) Lock a call Red Reserved for future output type (Defaults to Type 0 output) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 9 €alovlato dilemma zone and automatically extend a call Send a call for every vehicle presence detected Delay and/or look a oa11 Send a call for moving vehicles only 34 41 10 -25 TRAFFIC SIGNALS Page 25 of 51 Green Not Green Red Not Red 1 2 12) Tho rial-oa:~a unication „or-t o the \ PE Mall bo a DP. 9 RE 239 3 connector. 4 a) Thu Vender °hall oap-ply a software pa\,1 gc that will opvute with 5 Windows. 6 (1) In the direct connect mode, the softwa id^nt i„ the VPS a„a in 7 the personal computor�hall be-:apct .la of t aryAmitt-ing-and 8 receiving all irfmmation needed for detection zone set up, 9 monitoring vehicle detection by viewing Klaohrg detection zone 10 overlays, arxi a 2oading/downloading and interrogating all stored I 1 data within the VPS. 12 (2) Future remora rurnixtynizations with the VPE ata�l ba-pfaaoil>k with 13 the addition of external communication devices (modem, coder, 14 15 13) The IRE ohall b. ided Y" . ith front nel s itches _d ITS indicators ` 16 that allow an operator to Inanuall� let and rating p y . , .,Y.,. �. �..-b 17 mode, monitor oamora P6TIe ;c d Data operation, and rnonix a minimum of 18 16 outputs ar,A 8 inputs of the VPS without the use of an crrtcinal device 19 vloh ao a personal computer. 20 11) TN CA'PU than be-aapaJra of detecting vehicles for a minimum of 8 lanes 21 plus 2 shoulders on a par my:). basis. 22 G) h C/VPU shall also be able to simultaneously detect both 23 approaohirg ark dopiartirg wiicles for each camera field of view. 24 15) The C/VPU operational softwara11 b stored internally in Fhh 25 Memory -and -he -capable -of bc.,ngNipdated without the r4\-\o ' 1 and 26 reply✓xixunt ,--Zimxxory devices. 27 16) The C/VPU shall be provided with count, presence, directional presence, 28 , 29 a) An GAjthotable cycle timor cbc l bo criailablc for dealing with stopped 30 vehicles. 31 b) TIN Wixdew:rooftwore shall be able to display the traffic parameters on 32 tr r SVCA' . rnonitc on a per vehicle basis for each 33 detectiorrstation by lane. 34 c) It shall also be possible to view and sort the stored data for selected 35 time intervals. 36 17) A Clock/Calendar shall be resident in the CALPU soft., are f ,. turning 37 on/off certthi paamaters-used to enhan ee-detection perfo mance� and shall 38 ineliidc az light ✓awiHgs emnimnoution. 39 18) The Contractor Mall provide a 0.125 inches thick aluminum Camera 40 Interface Panol I -A untod to the wall of the traffic controller cabinet for 41 protecting the C/VPU video, data, and powa•. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 26 TRAFFIC SIGNALS Page 26 of 51 1 a) he -any thall eentak au a minirl nn; 1 Edco CX06 coax protcctor per 2 camera (if video is output on coaxial aab ), en Edco ACP 340 for 3 protecting the C/VPU power, a 10 amp circuit breakzr, axd a terminal 4 strip With a minimum of 6 8 32 binder head screws for input/output 5 power. 6 19) Tbo VPE &hall be IS09OO2 registered prior to bid opening. The VPC thall 7 akioboaUT—roc 8 EN6095D. 9 a) Tho ITS at oath intersection &ha11 be able to he rotworked using a 2 TWP 10 interconnect back to the Master Cabinet for future communication to the 11 Traffic M�-I ge• :t Center. 12 a) This cammunication mint be full d„ lex RS 485 a el be b' f .., _.........t.. cuYavc-or 13 being daisy chained at each VPS location. 14 d. Video Detection System Components 15 1) �&oripti l 16 a) Camera/Processor Gornb%nat4en 17 b) 5 Pak 1S Gauge Cable 18 c) Ccrrnmuniaatioj Interface Panel (4 Camera) 19 isl}--Mini Hub Detector Card 20 c) Camera Mounting Bracket, Pcico Model AB 0166 5 Si, err arrived 21 equal-- 22 f) Interface Cable Assemblies 23 g) Uzare Guido 24 1:) Pizd Setup Monitor 25 i) Installation Assistance and / or Uaer�-- 26 e. If any lcomponent fails, it should bo oaoily identifiable by virxial irwection and 27 replaced or repaired per the warranty. 28 1—Baeh-eempenent--shall-be-pre-itided-witlithe-fellewing-deeumentatiew 29 1) Complete and accurate installation, sot up and uccrs guide. 30 2) Contact name, address, and telephone number for the representative, 31 • 32 9. Emergency Vehicle Preemption System 33 a. Must be compatible with existing City owned emergency vehicle preemption 34 systems. 35 b. Provide new, corrosion resistant materials. 36 c. Emergency Preemption Phase Selector 37 1) Shall be a plug-in two channel, dual priority, encoded signal device. 38 2) Shall have the capability to be installed directly into the input file of Type 39 170 traffic controllers equipped with priority phase selection software. 40 3) Shall recognize and discriminate among three distint emitter frequency 41 rates via Emergency Preemption Detectors: Command Priority, Advantage 42 Priority and probe vehicles. 43 4) When Emergency Preemption Detector signals are recognized as a valid 44 call, the Emergency Preemption Phase Selector shall cause the signal 45 controller to advance to and/or hold the desired traffic signal display. This 46 is accomplished by utilizing Emergency Preemption Phase Selector 47 circuitry in conjunction with normal internal controller functions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-27 TRAFFIC SIGNALS Page 27 of 51 1 5) The Emergency Preemption Phase Selector shall be capable of assigning 2 priority traffic movement to one of two channels on a first come, first serve 3 basis. Each channel shall be connected to select a particular traffic 4 movement from those normally available within the controller. 5 6) Once a call is recognized, "commit to green" circuitry in the Emergency 6 Preemption Phase Selector shall function so that the desired green 7 indication will be obtained even if optical communication is lost. After 8 serving a priority traffic demand, the Emergency Preemption Phase 9 Selector shall release the controller to follow normal sequence operation. 10 7) The phase selector shall not change the timing of the following intervals for 11 any normal controller phase: minimum green, walk, pedestrian clearance, 12 yellow change, or red clearance. 13 8) Emergency Preemption Phase Selector shall also have the following 14 features: two auxiliary detectors per channel, compatible with encoded 15 signal and non -encoded emitters, computer -based interface (RS232 16 communications front port, and rear backplane, customizable ID code 17 validation), crystal controlled circuitry, optically isolated outputs, front 18 panel switches and diagnostic indicators for testing, and multi -function test 19 switch. 20 9) Phase selector shall be powered from AC mains and shall provide 24-volt 21 DC output for its associated detectors. 22 10) Emergency Preemption Phase Selector shall utilize solid state and relay 23 circuitry to interface between the Emergency Preemption Detector and the 24 traffic signal controller. 25 11) Emergency Preemption Phase Selector shall supply power to and receive 26 electrical signals from the Emergency Preemption Detector. 27 12) Emergency Preemption Phase Selector shall be tested to NEMA electrical 28 test specifications. 29 13) Emergency Preemption Phase Selector shall operate at a voltage range of 30 89 to 135 VAC +10% and 60Hz + 3Hz. 31 14) Provide equipment that is not affected by the transient voltages, surges and 32 sags normally experienced on commercial power lines. It is the Contractor's 33 responsibility to check the local power service to determine if any special 34 design is needed for the equipment. Any extra cost, if required, is 35 subsidiary to this Item. 36 15) Install appropriate surge protectors in the cabinet for the Emergency 37 Preemption Phase Selector and Emergency Preemption Detector. 38 16) Provide equipment that meets the requirements of Sec. 2.1.6, "Transients, 39 Power Service" of the NEMA Standard TS2-1992, and/or the latest 40 revision. 41 17) Provide all wiring to the requirements of the NEC. Cut all wires to proper 42 length. Provide cable slacks to facilitate removal and replacement of 43 assemblies, panels, and modules. Do not double back any wires to take up 44 slack. Neatly lace wires into cable with nylon lacing or plastic straps. 45 Secure cables with clamps. 46 18) Provide diodes or other protective devices across the coils of all DC relays, 47 solenoids, and holding coils for transient suppression. 48 19) Furnish equipment with readily accessible, manually re-settable or 49 replaceable circuit protection devices (such as circuit breakers or fuses) for 50 equipment and power source protection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 28 TRAFFIC SIGNALS Page 28 of 51 1 20) Design the equipment such that the failures of the equipment shall not 2 cause the failure of any other unit of equipment. 3 21) Equipment furnished shall be modular in design to allow major portions to 4 be readily replaced in the field. 5 22) Emergency Preemption Phase Selector shall have mechanically key 6 modules of unlike functions to prevent insertion into the wrong socket or 7 connector. 8 23) Clearly identify all modules and assemblies with name, model number, 9 serial number, and any other pertinent information required to facilitate 10 equipment maintenance. 11 24) A card rack shall be supplied with every Emergency Preemption Phase 12 Selector. 13 a) Shall be a metallic enclosure with a dedicated card slot for one phase 14 selector with either two or four channel units. 15 b) The front panel of the card rack shall include a terminal strip for 16 connecting the detectors, as well as a 9-pin circular connector and 17 harness to connect the phase selector's inputs and outputs. 18 c) The card rack shall be subsidiary to the Emergency Preemption Phase 19 Selector. 20 d. Emergency Preemption Detector 21 1) Furnish Emergency Preemption Detector that shall seamlessly operate with 22 the vehicle emitters used in the project area. 23 2) Detector shall transform the optical energy detected from an approaching, 24 vehicle mounted emitter to an electrical signal. The electrical signal shall be 25 transmitted along an Emergency Preemption Detector Cable to the 26 Emergency Preemption Phase Selector for processing. 27 3) Detectors shall permit a direct, unobstructed line -of -sight to vehicle 28 approaches. 29 4) Detector shall have a cone of detection of not more than 13 degrees. The 30 Emergency Preemption Detector and/or Emergency Preemption Phase 31 Selector shall not sense a pre-emption signal from an emitter outside this 32 cone. 33 5) Detector shall have solid state circuitry and advanced electrical transient 34 immunity. 35 6) Detectors shall have a range of 200 feet and is adjustable up to 2,500 feet. 36 7) Detector shall operate at an electrical voltage of 24 to 28 VDC, 50 MA 37 minimum. 38 8) Shall operate at a temperature range of -30 degrees F to 165 degrees F. 39 9) Detector shall include mounting hardware, as specified, for mast arm 40 mounting, span wire mounting, pole -side mounting, mounting on top of a 41 signal head, or mounting on top of a pipe or pedestal. 42 10) Detector shall have an adjustable turret configuration to accommodate 43 skewed approaches. 44 11) Detector housing shall be of light weight, durable, high -impact 45 polycarbonate material having stainless steel and brass fittings. 46 12) Detector shall operate at a humidity of 5% to 95% relative. 47 e. Emergency Preemption Detector Cable 48 1) Shall be compatible with all other equipment used in this specification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -29 TRAFFIC SIGNALS Page 29 of 51 1 2) Cable shall be individually tinned copper strand three -conductor cable with 2 yellow, orange, and blue conductor wires. It shall also have a bare shield 3 drain wire. 4 3) Cable shall be AWG #20 (7x28), stranded with conductor insulation of 600 5 volt, 75°C (167°F). 6 4) Cable shall have a DC resistance not to exceed 11.0 ohms per 1000 ft. 7 5) The capacitance from one conductor to other 2 conductors and shield shall 8 not exceed 48 pf./ft. 9 6) Cable jacket shall be rated for 600 volts, 80 degrees C (176 degrees F), and 10 minimum average wall thickness of 0.045 in. 11 7) Finished O.D. of 0.3 in. maximum. 12 10. Battery back up system 13 a. Tho BBU oystecx ope\nato taming 1 or more of the following methods: 14 1) Buck and Bo oat Method 15 ) Wen +l b t. n,l b, st f, ction. are enabled tt,o y ahall not the upper 16 and lower control limit allowa K: Rx. the utility line voltage. 17 b) Tf+t, _ tili+ li-- 1tage flctuate abo e r- below tlha back and boost 18 values, the II&T cast lit aball lraly 3r lower the voltage by 19 approximately 10 15 percent of the utility line voltage in an attempt to 20 bring the voltage back into the upper and lunar contr, limita. 21 22 li _ ol+ f l s µb. . _ o below th_ funo+_ona1 , pabiliti s ofbuck and 23 boost, then the BBU systan will transfer power from the utility line 24 voltage to the inverter line --voltage, 25 2) Stand by Method 26 a) Tluatand by method ohal oat upper and lower control limits for the 27 utility line power. 28 b) Ifthe „tility lino go -Kalb above orbow the upper or lower control 29 limits, tho t1hx UBU system will tzanafce- power from the utility line 30voltage to tr,e in. e.-ter line : oltµb 31 b. System capabilities 32 1) Tho BBTJ o;stem :n 441e of providing 1400VA, 1000W p ak load, 33 with a minimum of 80 percent inverter efficiency, for at least 10 seconds. 34 2) Tho BITJ o;stcrn thall he, capable of providing an "LED only" 7-00W o gx11 35 operation load for a minimum of 1 h,�lo, end then switching to and 36 providing 300W signal Ali k id for an additional 2 holing minimux under 37 ambient temperatures of 25 dog-4.w Goitto, when batteri*g arc RaRy 38 charged. 39 3-)--Whentem i&eruixtirr^ battery po..er, the in crter eharg 40 shall be capable of allowing tke a itien-from norn al operatingo 41 42 output", "on battery" or "low battery" condition. 43 1) The tra1w r time a.ii wed, from disruption of nGTr:ral utility line voltage to 44 +lalailiaod in''cter line voltage from battu a, deali be frors 5 29 45 millisecondg. The come allowable transfer time atxx11 aco apply when 46 47 5) Tho DBU zjp „tilty l; , oltage :theee er h. utili line 48 voltage is outside of tho n anu .cturer's default, or a uax programmed 49 voltage-r-annge, -QC. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 30 TRAFFIC SIGNALS Page 30 of 51 1 6) When the utility lire po' x• hag been restored to a normal operating voltage 2 for more tka.. a user defined setting (default 30 seconds), thc BBU system 3 shall tan:fr�• from inverter line voltage to utility line voltage. The BBU 4 sydaax-s zha.11 be equipped to prey tza malfanction feedback to the cabinet 5 or from feeding back to the utility service. 6 7) The BBU system ohall tic-corr•patible with TE1, TE2 and Model 170/2070 7 controh73 arl cabinet components for full run time operation. 8 8) The BBU system shall be fully self contained in an ex ::xxnally x punted 9 cabinet, compatible with Model 170/2070 332 cabinets. Relay contact 10 wiring for each set of NO/NC relay contact closure tcrminala 3hall be-ne 11 less than 6 feet long and lt18 AWG wire. Usc manufacturer 12 ivuszv 1eeemnend a Lt of e abl^ length ate.th 10 '• 13 feet 14 9) The BBU system ohall lxwc lightning surge protection compliant with 15 IEEE/ANSI C.62.^ 1 latest edition and meeti� all curront 1_7-1449 �.�. < u llg 16 standards. Lightning surge protection shall be provided to the utility lino 17 ltag., v,_, ooc:,.n:�lg r t„ tho erteri h^ LL 18 10) The MU :rystem, incluodng batteries and hardware, shall be easily 19 replaceable and ohall not require any special tools for installation. 20 11) Tl1nBBTT sall o ae „o at �1V 11V + LVIRht+'"fail Janf e» mode. g1nVU1l.L.T1V 21 r nye re'./cl: e fai th "tells v.'rll ant l + 11 ate „tilit li 22 power and btfpx.6 the BBU system. 23 12) As stated above, in addition to the inverter/charger, th BBU shall be 24provided wit1, both a,7 ext cnal manual bypaaa :ri°itch and either an external 25 26 13) The BBU system with communications softwa o shall be aapablo of 27 logging a nsi iimum of 100 events. �,ento cxtll be date and time stamp 28 faults with utility line voltage and battery voltages. At thc minimum, the 29 BBU system shall log an event when: 30 a) The utility line voltage falls above or below the upper or lower control 31 limits, 32 k Tke BBU system automatically switches to battery prnux•, and 33 c) When self monitoring BBU system components fail 34 14) All components of the BBU system 3hall be rated to operate under 35 temperature-extremes-ef 31 degrees Celsius to +''^-degrees Celsius. 36 a Displlays, Controls, Diagnostics and Maintenance 37 1) The BBU system ohall i uilude a front Irani di'pk 38 2) The BBU system software Mall l'o pA3grurnarraJro via 11E232, or 19/400 39 connection, l means ;1 a lap+ :p d1r,ct at;,,, Etha ct EP 40 � driraabe interface. 41 3) A 10/100 Ethernet port shall be provided. 42 '1) A AE232 port shall be provided on the inverter/charger. 43 5) The BBU system software bo y ovdod for the operational needs of the 44 BBU system. The user/operate than k. .-1 ^ all s ystem soft ware 45 via the Ethernet and RS232 ports. Tho uocs• dhall be able to read logged 46 events and ohango vieg'r:crrrilable parameters via laptop or local area 47 network via the Ethernet port. 48 6) System software axall Iio urg adeable vk th, RS231 port, or local area 49 network via the Ethernet port. 50 d. Inverter/Charger CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -31 TRAFFIC SIGNALS Page 31 of 51 1 1) The inverter/charger is the unit that provides the voltage regulation; power 2 conditioning of utility line power; convert the DC voltage input into 120 3 VAC output f r the tra :c signal cabinet to operate; provides emergency 4 ba $ up p o : upe loss of utii ?y p c»,vx and provides for temperature 5 compensated battery charging. 6 2) AG a mini um the inverter/charge olnll IN rated for 1400 VA / 1000 watts. 7 Provide -a minimum of 3 sets of norral11y open (NO) and normally closed 8 (NC) single pole double the :v dry contact ray/ abcures on the front face 9 of the inverter/charger and labeled so as to identify each contact. 10 3) The relay closures shall ®orurot a set ofNO/NC contact closures that shall 11 be energized whenever the unit switches to battery power (contact shall be 12 labeled or marl -ad as "On Battery" or equivalent) and a second set of 13 NO/NC contact c1arxtrcrizh111'a;, encrgizml whstwver the battery 14 op''i at l 40 p n, re ity (contact shall be 15 labeled or marked as "T b tt ale '"` `T'hich :.'ill deter nine 16 when the unit will switch from normal operation to flash. 17 1) A third set of NO/NC contact claouroo st1g1c regized after a user 18 settable time after the unit ✓7,4-lwr,/to battery power. The contact may be 19 luvlod "Timor. Th remaining relays llua r definable. 20 5) Operating temperature rangeer both: the i.. erter•/ch^ --andp .. e. 21 transfer relayall shbe 3 ngr deees Celsius to +.7n-d`�io Celsius. 22 1 lull r is wood, the BDRT ziptem output voltago cball be 23 betweenr , 0V A C a =d 125VAC, pure sine wave output, < 3 percent THD, 24 r0IL.l 1 25 c. Manual Bi, pass Switch 26 1) Tho manual bypass switch Shull ha provided as a aea uto unit external to 27 the inverter/charger unit. 28 2) The mo x1 ✓,pass switch s1x l con'kt of housing, 2 position switch, all 29 component✓olallautedat-Za minimum of 2IIOVAC / 30 amp. 30 3) Tho manual bypass switch ohall be 2 poati x c—and allow the user to switch 31 t l t. l; e e: direct' , to the cabinet se_ vioc-panc1 32 1) Tkwnuioh rnitians will provide the following functions. 33 5) the "Bypass" position the inverter is bypassed, utility power is removed 34 from the BBU and passed directly to the signal perevr 35 6) In ths: "UPS" position the inverter / switc& is ruNred a the signal 36 circuits aro cuppk:(Jd by the output of the inverter. 37 7) When tho n' cu ua1 bypass switcii: io in tkc "ByrrAo" p2thicxt the user may 38 replace the automatic b7fFi a switch (or transfer switch) and the 39 inverter/charger without interrupting pc'nrr to the intersection. 40 8) Provide the n at ual ✓,pass switch with ova our<i nt protection (20 Amp 41 circuit breaker). 42 f. Automatic Bypass Switch / Relay 43 1) ThQse requix vx s aro ma• BBU oya+.,cxcio Fovided with m automatic 44 bypass switch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 32 TRAFFIC SIGNALS Page 32 of 51 1 2) Th: -aut 2 ,plied witt, r from the utility l' a t b + l 3 supplied with power from the output of the inverter/charger. In the— vent of 4 inverter/charges• failu7.s hattery failure, Mete battery disslarg , or other 5 loss : f er fro „ the tpu+ f tt, ' + +' t.: �. arm oiicpnrc�r-crrc'r'r'r`�=crccrrzrcri-gc�cnu—uccrrnzrcca3 1'ypul'\; 6 elay s al to he P (de energized] s to Ehere utili —1 7 connected to the cabinet serviaa 8 g. Batteries 9 1) Provide batteries from the., --Nam- , xmfacturer/vendor of th3 BBU oy stem. 10 2) Individual battais %ball ho ''4VDC type, and gull be -easily -replaceable 11 and cotr r only a ilab for purchase. 12 3) Batteriaczl ll be sized and rated to operate a 70OW load for 4 hours 13 terrat eratio ollo..ed b 300W t ,a f 2 h ( h t �.. Wit,., L .,� . v`y �n.—� o o � �zc�u..rr�or—e�-L�rirsriv�ereeetvrr) 14 for a total of 6 hours. 15 'I) Battery configuration shall o 16 in a pa'11o1 configuration. Inds. ideal batteries shall not weigh more than 17 26 pounds. 18 5) Batteries shall be deep discharg; prirrala:ic lead calai'ttn baoed7 19 valve regulated lead acid AGM (Absorbed (aim Mat), 20 6) Batteries shall operate over a ,\Nnporaturc range of 34 degrees Celsius to 21 +74degrees Celsius. 22 7) Batteriaz,J:�.11 indicate maximum recharge data and recharging cycles, and 23 manufacturer defaults on the inverter/charger shall nat-allow-the-reeharging 24 process to exceed the batteries marlimum values. 25 8) Battery intorienu ect :rillilb shall connect to th.11'+ a t � L1 Y V1 LV1 26 harness .. ith red and blaek cabl:us u+h ut .,ter nt„ h L terluir' L 27 rated "keyed" finger safe "Anderson" type connectors. 28 a) Ii arress zlnall allow batteries to be ic'�.�,�.d 1'. a d eas 1 1 + .r•L: 1.. nn-y 29 order and thall k keyed to ensure proper polarity and circuit 30 configuration. 31 ' u, ;zed -accordingly with system re^ its n,t t t 32 against =urrcnts exceeding e_=t, battery ctii-re +,rating :,hall bo provided 33 with n 3 iris of the negative and positive leads of --ach battery. 34 9) Insulated coves'o than b� e.'ided at t, tients (p st) as to v r/1 UL Llle eVlllll'L�LI 35 prevent accidental shorting. 36 10) Batb'i\ eb ll sit upright inside of the cabinet. 37 h. Battery Monitoring System 38 -1) c BBU yystu rha'.1 ui;o a tvrA uture e✓inpo :aced battery charging 39 system. 40 2) Tho internal temperature season ohall be used to monitor. the tem e.ature 41 and regulate the charge rate of the batteries. 42 3) Should the temperature sensor fail, the inverter/charges• Jkrall not allow the 43 BBU system to overcharge the batteries. The BBU systzn J11 provide an 44 alarm should the temperature sensor fail. 45 4) Bet + f . +t >, t, + bt 80 o ent „ „f full bait 46 charge capacity dnall not exceed 20 hours at 21d�eeJr' ,s;, s (70 d c V�L �l'l 47 Palx\mtheit). 48 5) Batteriez-hall nc/t be charged whest k'attery temperature exceeds 50 degrees 49 C;,1r,im l3 degrees. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 33 TRAFFIC SIGNALS Page 33 of 51 1 6) The BBTJ 3ystom chall_ monitor the batteries within the system and set a 2 fault'Ddicator if battery voltage i'ki ho?ci normal operating voltage. 3 i. Syst I-Iouoirg 4 1) Stand akkne BBUBatter3-C bin * Whe re ed f r installation b;; the 5 6 provided. TN c and alone cabinot ohall b o dooigned to attach to a concrete 7 pad. 8 2) The external cabin4 zhll be ?`T,M^ e 3 -als! aluminum with stainless 9 steel hardware, or approved oqui'xalert. TN Ntt-eries7in 10 switchaa, manual brypervand all cczaeiatmod-hard a c-hall boliKx=d in the 11 external cabinet. 12 3) TN axternal cabinet r ki by equipped with proper ventilation, electric fan, 13 a fl+ . in weeerdanco with TE2 standards. 14 1) External cabincts will be equippeed with a door oponirg to the entire 15 .oab xt. The--deoi th Rho, provided with IN oamo look mechnias ao 16 required for standard traffic signal cabinet. In addition, a padlock clasp will 17 be provided. Cabinet dunaclono aTx q not exceed 46 inches H x 10 inches 18 Mrn10irx.\NoD. 19 j. LED Indicator 20 1) A blue TIED indleator tha11 be inotalled either on top of the battery backup 21 cabinet or in a laeatim oaoil, visible from the street to indicate if the 22 battery baolcup 3ytotem is running off of battery power. 23 11. Detector cable 24 a. Detector Loop Wire 25 1) All detector loop yiro 1t1'1 AWG, or better if required on the traffic 26 27 b. Detector Load In Cable 28 1) Loop detector lead in cablo eball b. a single 4 co duct• No. 1° AWG 29 shielded cable. 30 2) 1 oab]ro ohall zervicc ach loop whoio p actical. 31 12. Multi -conductor cable 32 a. All cable shall be multi -conductor capable of operating at 600 volts maximum, 33 and suitable for use at conductor temperatures not exceeding 75 degrees C (167 34 degrees F). 35 b. Multi -conductor cable shall be either stranded IMSA 20-1, #14 AWG, stranded 36 copper wire. 37 e. The copper wire (before insulating) shall meet the requirements of the latest 38 American Society for Testing and Materials (ASTM) standards for uncoated wire. 39 13. Power lead-in cable 40 a. Power lead-in cable shall be stranded RHW copper wire and suitable for A/C 41 electric service. 42 b. The cable shall be capable of operating at 600 volts maximum and suitable for use 43 at conductor temperatures not exceeding 167 degrees Fahrenheit (75 degrees 44 Celsius). 45 c. Material and construction shall be in accordance with the applicable requirements 46 of IMSA and NEC standards. 47 d. Conductors shall be stranded, anneal coated copper. 48 e. Copper wire before insulating or stranding, shall meet the requirements of the 49 latest edition of ASTM B-033 (for coated wire). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 34 TRAFFIC SIGNALS Page 34 of 51 1 f. Stranding shall be class B, in accordance with the latest edition of ASTM B-8. 2 g. Insulation shall consist of cross -linked thermosetting polyethylene, meeting the 3 requirements of IMSA and listed by UL as type USE RHW-75C. 4 14. Grounding conductor 5 a. The grounding conductor shall be a #8 AWG solid copper wire. The conductor 6 shall be bonded to all ground rods. 7 15. Ground rod 8 a. Ground rod electrodes shall be copper -bonded steel being at least 5/8 inch (16 9 mm) in diameter. All ground rods shall be a minimum of 8 feet (2.4 M). 10 16. Ground Boxes 11 a. The top surface of the ground box cover shall have a minimum co -efficient of 12 friction of 0.5. 13 b. Boxes shall be stackable for extra height. 14 c. Boxes shall be manufactured from Reinforced Polymer Concrete (RPM) 15 composed of borosilicate glass fiber, a catalyzed polyester resin and an aggregate. 16 Side walls may be reinforced polymer. 17 d. Enclosures and covers shall be rated for a minimum of 5000 pounds strength over 18 a 10 inches (250 min) x 10 inches (250 min) area. All components shall be 19 designed and tested to withstand temperatures as low as -20 degrees Fahrenheit (-4 20 degrees Celsius). 21 e. The size and dimensions of the required ground boxes shall be shown in the 22 Drawings. 23 17. Traffic Signal Structures 24 a. Unless specifically required in the Drawings, all traffic signal mast arm poles 25 shall be purchased from the City. 26 b. If the Drawings call for traffic signal structures to be supplied by the 27 Contractor, then the strict compliance with the designs, dimension, strength, 28 and material quality specified in the City's Standard Details and the Drawings 29 shall be exercised to assure structural consistency of all components. 30 c. All pole shafts and mast arms for this Project shall be marked with the 31 identification numbers from the Drawings to facilitate assembly of these items in 32 the field. For Projects with multiple intersections, the pole shafts and mast arms 33 shall be identified by intersection. 34 d. All steel mast arms ranging above 36 feet (11.0 M) to 60 feet (17.8 M) in length 35 shall be provided with aluminum vibration dampers. 36 e. The traffic signal poles and mast arms shall be galvanized in accordance to ASTM 37 A123. Each component must be completely coated in a single dip. No double 38 dipping will be allowed. All miscellaneous hardware shall be galvanized per 39 ASTM A153. 40 f. Powder Coating Option 41 1) After galvanizing, the steel and aluminum products shall be blasted to an 42 SSPC-SP7 commercial blast. 43 2) All galvanized parts shall be pre -baked to ensure all gasses are released 44 from the coating surface prior to powder coating. 45 3) Finish with 1 coat of UMC super TGIC thermosetting powder coating 3-5 46 mils (D.F.T.) and baked in accordance with powder manufacturer's 47 recommendations. 48 4) Top coating is electrostatically applied and oven baked at 400 degrees 49 Fahrenheit and cured for a minimum of 10 minutes. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-35 TRAFFIC SIGNALS Page 35 of 51 1 5) Top coat color shall be black unless otherwise selected by the City. 2 g. High strength galvanized steel bolts 3 1) The allowable working stresses for A325 bolts shall be given in the 4 AASHTO Streetscape Structure Specifications for Structural Joints using 5 ASTM A3250-N or A490-N bolts. 6 h. Mast arm pole shaft 7 1) Each traffic signal mast arm pole shall be fabricated from a 1 piece high 8 strength steel sheet, and shall have no more than 2 longitudinal full length 9 high frequency resistance welded joints and no horizontal welded joints 10 except at the base of the pole. 11 2) Welds shall have a smooth and consistent external surface appearance. 12 3) All welds shall be performed by an American certified structural steel 13 welder. 14 4) Traffic signal poles shall have a uniform taper. 15 5) Poles shall have a minimum of 50,000 PSI yield strength. 16 6) Cold working the steel to attain the 50,000 PSI required yield strength is 17 not acceptable. 18 7) The certifications from the vendor on the steel must indicate a minimum of 19 50,000 PSI yield strength after fabrication. 20 i. Mast arm 21 1) Each traffic signal mast arm shall be constructed from a 1 piece high 22 strength, steel sheet with guaranteed minimum yield strength of 50,000 PSI. 23 2) Arms over 40 feet (12.2 M) may be 2 piece but shall arrive at the Site and 24 City yard as welded 1 piece. 25 3) The certifications from the vendor on the steel must indicate a minimum of 26 50,000 PSI yield strength after fabrication. 27 4) Cold working the steel to attain the 50,000 PSI required yield strength is 28 not acceptable. 29 5) Mast arms shall have no more than 2 longitudinal full length high 30 frequency resistance welded joints. 31 6) Welds shall have a smooth and consistent external surface appearance. 32 7) All mast arms shall have a uniform taper. 33 j. Luminaire Arm 34 1) Luminaire arms shall be fabricated in accordance with the Drawings. 35 k. Pedestal Structures 36 1) Pedestal structures for mounting pedestrian signals or median -mount traffic 37 signals shall be furnished with a transformer base, pole cap, and all 38 necessary hardware for proper installation. Height of pole shall be set in 39 the Drawings, but shall not exceed 15 feet (4.6 M). 40 1. All other hardware necessary for complete installation of traffic signal 41 structures, i.e., simplex plates, pole caps, transformer bases, anchor bolts, etc. 42 shall be hot dipped galvanized and conform to the design, dimension, and 43 strength requirements of said items as indicated on the Drawings. 44 m. All hardware shall be packed on a per pole basis. 45 18. Foundations 46 a. All foundations shall be built in accordance with Section 03 30 00 and the 47 requirements stated in the Drawings. 48 19. Ih2cli ua 'airit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 36 TRAFFIC SIGNALS Page 36 of 51 1 a. Pr'imor coating " ha1l 3e K'c`vi l -Paint 1-810 1k me Prcn*Aurn Acrylic Universal � 2 Prima- or approved equal. Tyra is a 100 percent acrylic primer for all types of 3 surfaces, including galvanized finishes. 4 b. Finish coating 5 1) 'rho flat finish coat .-1Y 1112o I'wa aint 11630n A eeupre i 00 t A o.ylie ..« t.u.aaa� �r v <ivvur<v iv<v„u� <ivi7 iv 6 F'rrtorior Flat Finish or :-equal. Thio io a 100 percent acrylic finish 7 that is durabliml chakk resistant. 8 2) comi gloss finish coat shall be Kwal pai 3 ° 10 A eeur e l 00 r e„t 9 Acrylic Exterior Scmi Glom Fink* or equal. Thk3 is a 100 percent acrylic 10 finish that is durabl✓and chalk resistant. 11 c. F nioh coat colors that arc irrzitiblo within the City include: 12 1) Semi gloss black 13 2) Flit black 14 3) Niro aluminum 15 1) Peve green 16 > Riz yellow 17 6) Duronic dark bronze 18 7) d 19 8) Bridge green 20 9) Arch brown 21 20. Advanced Warning Fkaoha Assemblies 22 a. Provide flasher control aasa~xV-ry ill_ accordance with DME 11160, "Flasher 23 Control .M3M.1 'y 24 b. Pr - v id' pedestal po-e b"ses i ----"_d "_ee witDME 11110T"PedestalrP-vtc 25 Base." 26 c. When shown on Drawings, provide solar powered fhohor controller assemblies 27 in-acFerdaneeFit-h-DMS-41138,-Solar•-P of Flaalor Controller Assembly." 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL 30 A. Battery back up rryetc n 31 1. The City reserves the right to do testing o i B TJ cr; stems to ensure Quality 32 ^ it l + ll t' a do is aamphing of units being provided 33 to the City. BMJ syatyns that fail will be taken off the City's Qualifrod Products 34 List. 35 2. The City taraili Kocedures will check oorxpliance with all the criteria of this 36 Specification Sectiesxi inc uding the following: 37 a. Event logging for fault/alarm conditions 38 b. Dcnonstratcd use of 1 or more of the operating methods described in this 39 Specification. 40 •a T.cing-of utility to power a 700W load for 4 hours, transfer to flash mode and 41 power a 300W load for 2 additiona14-ieursatan amb of temperature of +25 42 degrees Celsius. 43 d. Testing : f la compone= is in e- . irenment ' char- be (t ��anpzatur., ranges from 44 30 degrees Celsius to +7'1 degrees Celsius) following NE-M A T82 7003 45 standards, aoction 2 and Advanced Tnarnpartatie Ge troll r (ATC) Standard, 46 Vcrsion 5.2b, Scction 9. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -37 TRAFFIC SIGNALS Page 37 of 51 PART 3 - EXECUTION 2 3.1 EXAMINATION 3 A. Verification of Conditions 4 1. The Contractor shall verify by exploratory excavation, if needed, that existing 5 underground utilities are not in conflict with proposed foundations and conduit 6 bores. 7 a. All exploratory excavations shall be in accordance with Section 33 05 30. 8 3.2 PREPARATION 9 A. Protection of In -Place Conditions 10 1. The Contractor shall assume full responsibility for the preservation of existing 11 landscaping (sod, shrubbery, trees, and etc.), sprinkler systems, and/or other private 12 property at the Site during the installation of the traffic signal. Damaged 13 landscaping, sprinkler systems, and/or other private property shall be replaced 14 within a reasonable time, by the Contractor at his own expense, to the satisfaction 15 of the Inspector. 16 2. No trees or shrubbery shall be cut except upon the specific authority of the Inspector. 17 3. Removal of mail boxes in the way of construction requires 48 hours advance notice to 18 the post office. 19 3.3 INSTALLATION 20 A. Special Techniques 21 1. Electrical Service 22 a. Shall be in accordance to Section 26 05 00. 23 2. Cable 24 a. Cables shall be installed in conduit unless indicated as an "overhead" cable run. 25 1) All conduit must be in accordance with Section 26 05 33. 26 2) Conduit must be continuous, reasonably dry, completely free of debris, and 27 without sharp projections, edges, or short bends. 28 b. If required by the Inspector, the Contractor shall demonstrate that the conduit is 29 dry and free of debris by pulling a swab and/or mandrel through the conduit. 30 The conductors shall be installed in a manner so as to ensure against harmful 31 stretching of the conductors or damage to the insulation. 32 c. Installation methods shall conform to the recommendations of the cable 33 manufacturer. 34 d. The Contractor shall furnish, at the request of the Traffic Services Manager or 35 designee a copy of the manufacturer's recommendations, which shall include 36 methods of attaching pull cable, pulling tension per conductor size and per 37 radius of conduit bend, and the type of lubricant to be used. 38 e. All cables in a given conduit run shall be pulled at the same time and the 39 conductors shall be assembled to form 1 loop in such a manner that the pulling 40 tension is equally distributed to all the cables. 41 f. Long, hard pulls will necessitate the use of pulling eyes. 42 g. For short runs, the cables may be gripped directly by the conductors by forming 43 them into a loop to which the pull wire or rope can be attached. 44 h. The insulation on each conductor shall be removed before the loop is formed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-38 TRAFFIC SIGNALS Page 38 of 51 1 i. The method used will depend on the anticipated maximum pulling tension in 2 each case. 3 j. In existing conduit where new cables are to replace existing cables, the exit 4 cables may be used to pull in the new cables. 5 k. At locations where new cables are to be added to existing cable runs, the 6 existing cables shall first be pulled out, the new cables are to be added to the 7 existing cables to form 1 cable pull. 8 1. Installation and removal shall be done in such a way as to prevent damage to 9 the existing and/or new cables. 10 m. In the event of damage, the Contractor shall bear the responsibility of providing 11 the material and labor for replacement of defective cables at no extra cost to the 12 City. 13 n. All conduit runs shall be measured accurately and precisely for determining 14 cable lengths to be installed. 15 o. A conduit run measurements shall take place in the presence of the Inspector. 16 p. The Inspector shall record all cable measurements and include the distances on 17 an as -built drawing. 18 q. In locations where new cables are to replace existing cables, the Contractor may 19 use the removed cables as a measuring device to determine the lengths of the 20 new cables to be installed. 21 r. However, this does not relieve the Contractor of his responsibility to record 22 accurate measurements of all cable lengths. 23 s. The manufacturer's recommended maximum pulling tensions shall not be 24 exceeded under any circumstances. 25 t. If so required by the Inspector, the Contractor shall insert a dynamometer in the 26 pull wire as the cables are being pulled into the conduit to demonstrate that the 27 maximum tensions are not being exceeded. 28 u. The cable shall be fed freely off the reel into the conduit without making a 29 reverse curve. 30 v. At the pulling end, the pull wire and cables shall be drawn from the conduit in 31 direct line with the conduit. 32 w. Sheaves or other suitable devices shall be used as required to reduce any 33 hazards to the cable during installation. 34 x. The cables shall be adequately lubricated to reduce friction and further 35 minimize possible damage. 36 1) Such lubricants shall not be the grease or oil type used on lead sheathed 37 cables, but shall be 1 of several commercially available wire pulling 38 compounds that are suitable for PVC sheathed cables. 39 2) They shall consist of soap, talc, mica, or similar materials and shall be 40 designed to have no deleterious effect on the cables being used. 41 y. Cables shall be neatly trained to their destinations. 42 z. The Contractor shall adhere to the cable manufacturer's recommended values 43 for the minimum bending radii to which cables may be bent for permanent 44 training during installation. 45 1) These limits do not apply to conduit bends, sheaves, or other curved 46 surfaces around which these cables may be pulled under tension while 47 being installed. 48 2) Larger radius bends are required for such conditions. 49 aa. Wire and Cable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10-39 TRAFFIC SIGNALS Page 39 of 51 1 1) All wire and cable shall conform to the requirements shown in the 2 Drawings, except wire and cable specifically covered by other Items of this 3 Contract. 4 bb. Controller Cabinet Wiring 5 1) Wiring for the controller cabinet shall consist of connecting (1) signal 6 wires, (2) loop detector wires, (3) power wires, (4) ground wires, and (5) 7 pedestrian push button wires to their respective terminals in the cabinet. 8 2) In the controller cabinet, stranded signal conductors from the field shall be 9 stripped back and a solderless terminal connector (spade lug) shall be 10 attached by means of a crimping tool. 11 3) These terminal Connectors shall be inserted under the binder head screw 12 and tightened securely. 13 4) Other wiring for the controller shall be completed as shown on the wiring 14 diagrams and in the instructions furnished with the controller by the 15 manufacturer. 16 5) All field wiring in cabinets shall be neatly installed. Incoming cables shall 17 be trained to their destination and neatly laced together. 18 a) All spare wires shall be trimmed and neatly coiled with the ends taped. 19 b) Detector lead-in cables shall have their insulation jackets removed from 20 their terminal strip connection to the bottom of the cabinet. 21 6) Pedestrian push buttons shall have a ground wire that is completely isolated 22 and independent from all other ground wires. 23 a) This wire shall be connected to the designated terminal in the controller 24 cabinet. 25 b) A pedestrian isolation board shall be in place. 26 cc. Signal Head Wiring 27 1) Conductors shall run as follows: 28 a) An unbroken 20-conductor cable and 1 bare #8 shall run from the 29 controller cabinet to each pole pier. 30 b) An unbroken 7 conductor, #16 AWG (or larger) cable shall run from 31 the signal pole base to each 5-section, 4-section signal head, or the 3- 32 section head located at the end of mast arm; and an unbroken 5 33 conductor, #16 AWG cable to each other 3-section or pedestrian signal 34 head. 2 signal conductors, #16 AWG (or larger) shall run to each 35 pedestrian push button. 36 c) Each cable shall be identified as referenced on the pole wiring detail 37 sheet provided in the Drawings with permanent marking labels (panduit 38 type PLM standard single marker tie, Thomas and Betts type 548M or 39 equivalent) at each ground box, pole base and controller. 40 dd. Luminaire Wiring 41 1) 2 #8 cables shall run from service disconnect in parallel around the 42 intersection as on the Drawings. 43 2) Luminaire wiring connection may be made in the nearest ground box to the 44 traffic signal pole; such connection shall be placed in a water tight seal. 45 a) If more than 3 wires are splice together in the traffic signal cabinet then 46 a Kearney connector (or approved equal) shall be used as required. 47 3) Run 2 #12 cables from terminal panel in signal pole to luminaire. 48 ee. Terminals CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -40 TRAFFIC SIGNALS Page 40 of 51 1 1) The ends of all stranded wires from the controller cabinet and from the 2 signal heads shall be twisted at least 3 turns and wire nut applied in the base 3 of the signal structure. 4 ff. Splices 5 1) Splices are strictly prohibited inside conduit runs. 6 a) Detector cables shall not be spliced at any point except where 7 transitioning from #14 XHHW loop detector cable to lead-in cable. 8 b) Signal cables are to be spliced only at locations that are specified in the 9 Drawings. 10 c) Splicing signal cable in pull boxes shall not be permitted. 11 2) Splicing methods shall be in accordance with good electrical practice and 12 the cable manufacturer's recommendations. 13 a) All materials used shall be of high quality and specifically intended for 14 this purpose. 15 3) Cables shall be trained to their final position and cut to proper lengths. 16 4) The cable's jacket and insulation shall be removed as required. 17 5) Use proper care to insure against nicking the conductors. 18 6) The connection shall be installed tightly and all burrs, rough edges, etc. 19 shall be removed. 20 7) If wire nuts are used to secure the connection, then only "Scotchlock" brand 21 connectors shall be utilized. 22 8) No more than 4 wires shall be spliced together using "Scotchlock" 23 connectors and the wire shall be twisted. 24 a) If more than 4 wires are connected, then a Kearney connector or 25 mechanical clamp shall be used. 26 b) All splices involving grounding conductors shall be made by twisting 27 the cables together, applying solder then wrapping the connection with 28 green electrical tape. 29 9) Heating the connection with a direct flame will not be permitted for cable 30 gauge less than #14. 31 10) Care shall be used to protect the insulation when soldering. 32 a) The entire surface shall be cleaned taking special care in cleaning the 33 outside jacket in order to remove the wax finish. 34 b) Then approved thermo-setting materials shall be used to provide a 35 water tight seal. 36 11) The Inspector shall select at random at least 5 splices to be thoroughly 37 inspected. 38 a) The Contractor shall, in the presence of the Inspector, sectionalize each 39 selected splice to expose the various layers of materials and the 40 connector. 41 b) These splices shall be thoroughly checked for compliance to these 42 special provisions. 43 c) Each splice shall then be remade by the Contractor. This Work shall 44 not require extra payment, but is considered subsidiary to other items in 45 the Contract. 46 d) All of the splices selected for this inspection shall conform to the 47 requirements of these special provisions. 48 e) If any splices fail to meet these requirements, then 10 more splices shall 49 be selected at random by the Inspector for examination. 50 gg. Identification of Signal Wires and Cables CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 41 TRAFFIC SIGNALS Page 41 of 51 1 1) IMSA color coded signal cable shall be used for all signal systems. 2 a) Colors shall be continuous from the point of origin to the point of 3 termination. 4 2) Each signal cable, detector lead-in cable and communication cable shall be 5 designated with permanent marking labels or (panduit type PLM, Thomas 6 and Betta type 548M standard single marker type or equivalent) and color 7 coded tape at each pull box and in the controller cabinet. 8 3. Grounding 9 a. Properly install and connect a ground rod for each controller cabinet, power 10 drop and signal pole pier to reduce any extraneous voltage to a safe level. 11 b. The ground rod shall be located so as to minimize the length of the grounding- 12 conductor run. 13 c. For pole mounted cabinets a grounding rod and grounding conductor shall be 14 installed at the nearest foundation or ground box. 15 d. All grounding circuits shall be substantial and permanent and shall be 16 electrically continuous with an ohms -to -ground resistance not to exceed 10 17 ohms when tested by volt -ohm -meter. 18 e. UFER grounding shall be used for illumination poles. 19 f. Grounding Connectors and Electrodes 20 1) When the location precludes driving a single ground rod to a depth of 8 feet 21 (2.4 in), or when a multiple ground rod matrix is used to obtain the required 22 resistance to ground, ground rods shall be spaced at least 6 feet apart and 23 bonded by a minimum No. 6 AWG copper wire. 24 2) Connection of grounding circuits to grounding electrodes shall be by devices 25 which will ensure a positive, fail-safe grip between the conductor and the 26 electrode (such as lugs or pressure connectors). 27 a) No splice joint will be permitted in the grounding conductor. 28 3) Each grounding rod shall be driven into the ground to a depth sufficient to 29 provide the required resistance (10 ohms) between electrodes and ground. 30 1. Vehicle detector loop 31 . Detect-- lead in abt h n b •d cii�.0o fvuaa.i.� sh ;..n en tho D2awinrgo (plaoo 1, 32 eto.) -pith permanent marking �310 (panduit typo P `Q, Thomas and Betts type 33 548M tandar s gle : =a=ker ti er equivalent) at each ground box, pole base, 34 „d , ntroller. 35 b. Complete all Wo "k Bata he sir .lktion of a particular detector loop, with tho 36 exception of the layout teeth, :Al the same Vlk k D:z/. 1 stall loops during off peak 37 tr-affri houzj. Loop installatrranall not be mado during any type of precipitation. 38 c. Installation of detector loops shall be in accordance with the Drawings. Lead in 39 saw cuts from the street to the pill be shall :maintain a rna1.1 11un separation from 40 ether -loops -of 12 inoh.o (500 inns) and a rnki iinun zeparation of 6 inches (150 41 42 shall be consistent, including the entry point into the 3170.b. ThZ/ZIC/XitIqUITI number 43 of wilra.Apk° c d in a c'angi saw slot du•K bo 1 wires. Each 1 ad in ohall en tar -tine 44 curb througlx a pa ate hole. 45 d. 31\I Loop sealant or approved equal dull be used to seal all loop wire within the 46 roadway. 47 c. Detector Ind in eal!I c zinall be rurr-ontinuou*j without splices from the curbside 48 ground box to the controller. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -42 TRAFFIC SIGNALS Page 42 of 51 1 f. If splices must bc made, they shall be solder connected and th✓g/Ace connection 2 shall bc insulated and waterproofed with 3M DBR 6 Direct Bury Splice Kits or 3 approved 4 g. Splices at the curb:irdo pull bboxvr2n.11 a ode it thc-caw er (3ee Dart 5 37-376-)7 6 h. Splices in detector cabloo muotbe prc approved by thc Inspector in writing. 7 i. In all awes where detector loop lead irn Fan from pavement through a G\Ik to an 8 existing ground box for a oplice point, conduit :,hall he installed from the curb 9 entry point up into the ground box. 10 j. A minimum 1 inch diameter conduit than b3 provided from the curb entry point to 11 thc ground box for ch loop. 12 k. All loop wire€ro e loop rthe-street to the ground-lmt ll tie tightly twisted 13 a minimum of 5 times per foot (16 timovpor motes) az it is placed in the lead in 14 saw cut. 15 5. Concrete foundations for traffic signal structures 16 a. All foundations shall be staked by the Contractor and approved by the Inspector 17 prior to excavation. 18 1) While staking the pole locations, the Contractor, along with the Inspector, 19 shall be cognizant of pedestrian needs by verifying the location of the push 20 buttons and the pedestrian heads. 21 b. Concrete foundations for signal structures shall be located so that the closest 22 face is a minimum of 3 feet (900 mm) from the face of the nearest vertical curb. 23 1) Before excavating foundations probe to determine the location of utilities 24 and structures. 25 2) Foundations shall be paid for once, regardless of extra work caused by 26 obstructions. 27 3) Furnish all supplementary items necessary for proper foundation 28 installation. 29 c. Excavation for all foundations shall be done in accordance with lines and 30 depths indicated on the Drawings. 31 1) All loose material shall be removed from the excavation before concrete is 32 placed. 33 2) Any water shall be removed by pumping or bailing. 34 3) The use of explosives will not be permitted. 35 d. Foundations shall be constructed to the dimensions shown on the Drawings. 36 1) The Contractor is required to make certain that the top of the finished 37 foundation is level and formed. 38 2) Anchor bolts and conduits shall be held rigidly in place by a template until 39 the concrete is set. 40 e. A mechanical vibrator shall be used for compacting and working the concrete. 41 After the concrete has been placed and the top struck off, it shall be covered 42 with wet cotton or burlap mats or other appropriate form of curing, for not less 43 than 96 hours. 44 f. All bracing and templates for anchor bolts shall remain in place for 96 hours 45 after the concrete is poured. 46 1) During that time, the anchor bolts and conduit shall not be subjected to any 47 applied strain. 48 g. Backfill shall be tamped with mechanical tamps in 6 inches (150 mm) layers to 49 the density of the surrounding ground. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -43 TRAFFIC SIGNALS Page 43 of 51 1 1) Where excavation is made in the roadway shoulder, the shoulder shall be 2 replaced with material equal to the original composition. 3 h. All excavated material, not required for backfill, shall be promptly removed and 4 disposed of by the Contractor, outside the limits of the Project. 5 1) The Work Site shall be kept clean and neat at all times. 6 i No concrete shall be placed when the atmospheric temperature drops below 40 7 degrees Fahrenheit (4.4 degrees Celsius) (temperature reading taken in the 8 shade away from artificial heat) unless permission to do so is given by the 9 Inspector. 10 1) Refer to Section 03 30 00. 11 j. The City shall supply to the Contractor the controller cabinet anchor bolts and 12 specific cabinet templates. 13 1) The cabinet door shall generally open away from the intersection. 14 k. Pole anchor bolts shall be aligned to be parallel to the tangent of the street curb 15 that the pole is intended to serve. 16 1. Tubing used to form pole foundations shall not be visible and all exposed 17 concrete shall be finished with vinyl concrete patch mix to provide a smooth 18 quality finish with all voids filled and no aggregate exposed. 19 m. The cost of the Work shall be included in the unit bid price for this item. 20 6. Traffic signal structures 21 a. The Contractor shall install all traffic signal structures in accordance with the 22 Drawings. 23 1) Deviation from the Drawings because of physical obstructions, such as 24 overhead utilities or in appropriate mast arm length to fit a relocated 25 foundation, shall be worked out with the Inspector and approved prior to 26 installation. 27 b. Poles shall have nuts on top and bottom of the pole base plate. 28 1) Anchor bolts for mast arm signal poles shall be set so that 2 are in tension 29 and 2 are in compression. 30 c. The traffic signal pole heights and mast arm lengths shown on the Drawings 31 and in the material summary are to be used for bidding purposes only. 32 d. Prior to fabrication, the Contractor, in cooperation with the Inspector, shall 33 make field measurements to determine the actual pole height necessary to 34 ensure a vertical clearance of 17 feet (5.2M) minimum, and 19 feet (5.8M) 35 maximum from the roadway surface to the bottom of the lowest point on the 36 signal head assembly or mast arm and to determine the mast arm lengths 37 required to mount the traffic signal heads over the traffic lanes. 38 1) The masts arms shall be straight and level in the area where the signal 39 heads are attached. 40 2) These field measurements and evaluations shall be determined from the 41 actual field location of the pole foundations, considering all above and 42 below ground utilities and the existing roadway elevations and lane widths. 43 e. Transformer bases for pedestal poles shall be leveled and tightly secured to the 44 foundation before the structure is placed on the base. 45 1) If shims are required for leveling, total shim height shall not exceed 1/2 46 inches (127 mm). 47 2) Foundation anchor bolts shall extend a minimum of 1 inch (25.4 mm) 48 through each nut in the base. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 44 TRAFFIC SIGNALS Page 44 of 51 1 f. Except as modified herein, erection of traffic signal structures shall be in 2 accordance with the applicable Specifications and standards of the AISC 3 Manual of Steel Construction. 4 1) Erecting equipment shall be suitable for the Work and shall be in proper 5 working condition. 6 2) Where parts cannot be assembled or fitted properly as a result of errors in 7 fabrication or deformation due to handling or transportation shall be 8 reported immediately to the Inspector. 9 3) Straightening of plates and angles or other shapes shall be done by approval 10 of the manufacturer. 11 4) No corrections will be allowed that will void the manufacturer's warranty. 12 5) A letter from the manufacturer approving the corrections shall be required 13 or the material may be rejected by the Inspector. 14 g. The steel structure frame shall be lifted as shown in the manufacturer's 15 specifications and all match marking shall be followed. 16 1) Temporary bracing shall be used wherever necessary to support all loads to 17 which the structure may be subjected, including equipment, operation, and 18 material loading. 19 2) Such bracing shall be left in place as long as may be required for safety. 20 3) The various members, after being assembled, shall be aligned and adjusted 21 accurately before being fastened. 22 4) Fastening of splices on compression members shall be done after the 23 abutting surfaces have been brought completely into contact. 24 5) No welding or bolting shall be done until the structures have been properly 25 aligned. 26 h. Bearing surfaces and surfaces which will be in permanent contact with each 27 other shall be cleaned before the members are assembled. 28 1) Bearing plates shall be set in exact position and shall have a full and even 29 bearing upon the concrete. 30 2) As erection progresses, the Work shall be bolted to take care of all dead 31 load, wind and erection stresses. 32 3) All erection bolts used in welded construction may be tightened securely 33 and left in place. 34 4) If removed, the holes shall be filled with plug welds. 35 i. Field bolting shall be in accordance with the requirements specified for shop 36 fabrication. 37 1) Untrue holes shall be corrected by reaming. 38 2) Where the surface of a bolted part has a slope of more than 1:20, a beveled 39 washer shall be used to compensate for the lack of parallelism. 40 3) Bolt heads and nuts shall be drawn tight against the Work with a suitable 41 wrench not less than 15 inches long. 42 4) Bolt heads shall be tapped with a hammer while the nut is being tightened. 43 j. Field Painting of Structures 44 1) Surfaces where the shop coat of paint has been damaged shall be retouched 45 after installation. 46 a) The cleaning, pretreatment, and priming of welds and the areas 47 adjacent thereto shall be done promptly after the acceptance of the 48 weld. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-45 TRAFFIC SIGNALS Page 45 of 51 1 b) Care shall be taken to properly mask signals heads, signs, pedestrian 2 pushbuttons and their mounting hardware to keep paint from splashing 3 onto these components. 4 c) Masking shall be removed after completion of the painting process. 5 d) A sufficient number of paint coatings shall be applied to each structure 6 to result in a uniform finish once completed. 7 e) All structures shall be air blasted using high pressure air to remove 8 peeled paint and dust prior to application of new paint. 9 k. Bolted parts shall fit solidly together when assembled and shall not be separated 10 by gaskets or any other interposed compressible material. 11 1) When assembled, all joint surfaces, including those adjacent to the bolt 12 heads, nuts, or washers, shall be free of scale, except tight mill scale, and 13 shall also be free of burrs, dirt, and other foreign material that would 14 prevent solid seating of the parts. 15 2) Each fastener shall be tightened to at least the minimum bolt tension as 16 recommended by the pole manufacturer using ASTM A325 or A490 bolts 17 for the size of fastener used. 18 3) Threaded bolts shall be tightened with properly calibrated wrenches or by 19 the "turn -of -nut" method. 20 4) Bolts may be installed without hardened washers when tightening takes 21 place by the "turn -of -bolt" method. Any bolt tightened by the calibrated 22 wrench method (or by torque control) shall have a hardened washer under 23 the element (nut or bolt head) turned in to a point not closer than 7/8 of the 24 bolt diameter from the center of the washer. 25 1. Grouting 26 1) The Contractor shall perform all Work required to complete the grout work 27 associated with installing the signal structure and furnish all supplementary 28 items necessary for its proper installation. 29 m. Where signal poles and/or mast arms exist on raised foundations that are to be 30 removed and installed on new foundations, the Contractor shall store these 31 poles, mast arms, street lights, and wiring until they can be installed on their 32 new foundations. 33 7. Signal heads, countdown pedestrian heads and pedestrian push buttons 34 a. Assemble all signal head units as specified in the Drawings or as directed by the 35 Inspector. 36 1) Signal and pedestrian heads shall be securely tightened immediately after 37 signal head assembly has been installed. 38 2) If any signal head assembly is found to be loose or asymmetrical in any 39 manner, the Contractor shall be required to remove and rebuild the signal 40 head assembly to the satisfaction of the Inspector. 41 b. The Contractor shall mount signal heads level and plumb. 42 1) The Contractor shall position and secure the signal heads so they are visible 43 as stipulated, in Section 4E.05 of the 2009 MUTCD. 44 c. The Contractor shall connect the wiring from the pole base up the terminal 45 block in the mounting hardware and likewise connect the appropriate wire from 46 the signal head to the terminal block. 47 1) All connection screws shall be tight and snug. 48 d. All signal heads or parts of heads not in operation shall be covered with burlap or 49 fabric material until placed into operation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 46 TRAFFIC SIGNALS Page 46 of 51 1 1) When the signal heads become operational, all existing heads no longer 2 required shall be removed immediately. 3 e. Pedestrian head assemblies installed such that the wiring to each head shall pass 4 from the mast arm through the signal head bracing or attachment hardware to the 5 signal head. 6 1) No exposed cable or wiring will be permitted. 7 8. Controller cabinet preparation 8 a. Each controller cabinet shall be modified for use at a specific intersection in 9 accordance with the instructions included in the Drawings. 10 1) Each cabinet shall be prepared and tested for on -the -street use by the 11 Traffic Services Division of Transportation and Public Works Department 12 prior to field installation of the cabinet. 13 b. Connect all field wiring to the controller -cabinet assembly. 14 1) The City will assist in determining how the detector loop lead-in cables are 15 to be connected in the cabinet. 16 2) The City will program the controller, the conflict monitor, detector units, 17 and other equipment in the controller cabinet and turn on the traffic signals. 18 c. All wiring modifications made in conjunction with preparing the cabinet for use 19 at a specific intersection shall be documented on the cabinet prints for that 20 intersection. 21 9. Radar detection system 22 a. Radar detector units shall be installed as shown on the Drawings. 23 b. The Contractor shall provide a technician to assist with adjusting and aiming the 24 detector unit at the time of traffic signal turn -on, in order to comply with 25 Engineer's desired detection areas as shown on the Drawings. 26 10. Video imaging vehicle detection system (VIVDS) 27 a. Install the video aamo in accordance with tl�, manufacturer's 28 recommendations in order to achieve the detection croa:✓ai-thown on the 29 Drawings. 30 b. The camera mount3 : 11 be neat and plumb. 31 c. The detector „nit eutputs shati be pr, ,a ti y a manu%cturer 32 representative at the time of signal turn -on in accordance with the detector table 33 shown on tho D awin v: 34 d. Video detection camera cablcvzhall be installed i:. the condu'� teat the 3ama 35 time as the other oigaal cables. 36 11. Emergency vehicle preemption system 37 a. Emergency vehicle preemption system equipment required in the Drawings will 38 be supplied by the City. 39 b. Where practical, emergency vehicle preemption receiver units shall be mounted 40 to a rigid metal arm supplied by the City and banded to the mast arm pole 41 upright on the intersection corner designated on the Drawings. 42 c. The Inspector shall determine if the roadway sight line permits this type of 43 emergency vehicle preemption installation. 44 d. The emergency vehicle preemption receiver units shall be mounted on the mast 45 arms for the intersection approaches as designated on the Drawings. 46 e. Use stainless steel for all external screws, nuts, and locking washers; do not use 47 any self -tapping screws unless approved by the Engineer or City. 48 f. All equipment shall be installed and wired in a neat and orderly manner in 49 conformance with the manufacturers' instructions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344110-47 TRAFFIC SIGNALS Page 47 of 51 1 g. Emergency Preemption Detector Cables shall be installed continuous with no 2 splices between the Emergency Preemption Detector and the cabinet. 3 h. All connections from the Emergency Preemption Phase Selector to the cabinet 4 wiring shall be made at the termination panel. The termination panel shall have 5 AC+ Lights, AC-, and a switched logic ground. The switched logic ground 6 feeds all the pre-empt inputs to the Emergency Preemption Phase Selector. 7 When switched off by the pre-emption disconnect switch, the traffic controller 8 shall not be affected by pre-empt calls from the optical pre-emption system. A 9 minimum of two test buttons shall be provided. If there are more than two pre- 10 empt runs, a button for each shall be installed. A chart or print out, indicating 11 the program steps and settings shall be provided along with the revised cabinet 12 wiring diagrams. 13 12. Mast arm and pole mounted signs 14 a. The Contractor shall furnish, install and relocate existing signs as shown in the 15 Drawings. 16 b. Mast -arm signs shall be mounted with astro-sign brac or signfix aluminum 17 channel or equal as approved by the Engineer. 18 c. Metro street name signs shall be mounted level with the ground as shown on 19 the City's Standard Details. 20 13. Vibration dampers 21 a. Dampers shall be installed using Astro Sign Brac or Signfix Aluminum 22 Channel or equal. 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) Cleaning a) The o atin —yarf as al-m.11 bo cleaned free of dirt, girirsc and oils before applying tho priawr coat. h) Ltx; vinogar -iuoli ap ire ;tom i th t r a surface. pro idc-a xnooth surface. 3) Prinking a) Pruner coat shall be applied with a b:w1i or roller. b) hcia'1tiro clirfr sh n a galvanized surfaces. o) Fipuying is not permissible. 1) Pinim'i neat a) Finkth Boat chaR 1- o Lwli:r1 with a l uoh or roller. J Th entire surfaco ohall b , e J F'<vrjing is not p®rnicT, l l:.. 5) larking meter housings lur ixaire pedestriai. pao12 b''t 6) Controller c match the color of the pole. 7) The ambient tamporature-s1 conditions. b. Requirements for traffic signal heads t b xso mounted to poll lire; paint and to oiit�l eyes-; paint *ix -A.- cniall bo painted to d ruing arrd thy CITY OF FORT WORTH 2011 Intersection Capacity Improvements at Three (3) Intersections STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01815 Revised July 1, 2011 344110-48 TRAFFIC SIGNALS Page 48 of 51 1 1) Traffic signal heady! 31111 bo uoli painted. 2 2` Trafc al hcadc should be cleanca by in it wit-t t rip opongc or � � �.. ;gib.'. ... ... .. ....... .vu..vu vy 'iY aaa� i rr i�u u 3 rag to remove all the dust and dirt. 4 3) Lem and 1•ia..1prate should be n,..ske of 5 4) The outside of the traffic signal head should be painted traffic yellow (RAL 6 1023) and the :noid of the ten , isons shvld be pauit Juzfrat-bl[c- 7 5) The outside of pedestrian signal head should be painted traffic yellow 8 (RAL 1023). 9 10 conditions. 11 15. Advanced Warning Flasher Assemblies 12 a. Install in locations as shwa.. in Drawings. 13 b. Stake tho pzo location fog a.prixwal-by--Gitet=Engineet. 14 T tatt pole, brnakaway--b-ase, connectors, wiring, signal beaoo1 i, rbn and 15 foundation ^ sh^ n the Dr a + ,a, 16 d sta11 the flask ercontra' aexiarA r on the electrical service pole. 17 c. Install watertight breakaway electrical f uoo holders in all line and neutral 18 conductors at ><r.•1ta icy ham 19 f T- ;A a,tablished industry and utility safety practices to erect assemblies near 20 overhead or underground utilities. 21 g. Consult with the appropriate utility company prior to bcgilm'r2 ouch work. 22 16. Temporary Traffic Signals 23 a. Maintain a nd operate the t° y trracsigfalo :C the duration of the 24 contract, 25 b. get oigt a.1 timing as shown on the Drawings or as directed. 26 c. Designate in writing a oufficiently skilled individual responsible for 27 maintenance and operation of the temporary traffic signals who io a ailable 28 within a raascsIablo 21 hr. each day, unlomr otherwise shown in the 29 Drawings. 30 d. Pro•e back .. :,hen she. n 011 th,. i, t t• l 31 times. 32 3.4 FIELD QUALITY CONTROL 33 A. Field Tests and Inspections 34 1. Initial testing of all materials, construction items, or products incorporated in the 35 Work will be performed at the direction of the City. 36 a. Embankment construction shall conform to 31 24 00. 37 b. All backfill of structures shall conform to 33 05 10. 38 c. Excavation shall conform to 31 23 16. 39 2. The failure to require tests of materials by the Inspector shall in no way relieves the 40 Contractor of his responsibility of furnishing materials conforming to these 41 Specifications. 42 3. Tests, unless otherwise specified, shall be made in accordance with the latest methods 43 of the ASTM or other approved test methods. 44 a. The Contractor shall provide such facilities, as the Inspector may require, for 45 the collecting and forwarding of samples and shall not use the materials 46 represented by the samples until tests have been made. 47 b. The Contractor shall furnish adequate samples without charge. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 49 TRAFFIC SIGNALS Page 49 of 51 1 1. Vehicle detector loops 2 a. Prior to tc niinatkon of the loop i in in the controller cabinet an installation 3 test dx1' Lam, rude by applying not less than 500 volts DC to the completed 4 detector loop. 5 1) A rtXrlinium twLtance of 1 megohm thall be obtained by use of a meter. 6 b. Afkx the above tests are completed and the lead in oa 2A hao'wen terminated in 7 +� cab et the C r+ actor 1ha11 a✓cri3t the Inspector in dete ep 8 a + feach loop detector. 9 1) A detector low anaiyo©r kali be used to determine the total ' a tanee of 10 the -loop in tho pavement ement and its associated lead in as 1c-aa well as to 11 a t ti r + a hi ft , I "r ,. duct^ t I 12 that t + tI, a + te,. 13 5. Signal cables 14 a. The Traffic Services Manager or designee may require that all cables shall be 15 checked for insulation resistance upon installation and prior to termination. 16 The tests shall be made with a test set operating at a minimum of 500 volts DC 17 applied to the conductors. 18 b. Each conductor in the multi -conductor signal cables shall be tested for insulation 19 resistance relative to each other and to the outer covering of the cable. The 20 minimum acceptance value for insulation resistance shall be 1 megohm. 21 6. Controller cabinets 22 a. If the controller cabinet is to be supplied by the Contractor for this Project, the 23 cabinet shall be tested at a facility located within the Dallas/Fort Worth area. 24 b. The Contractor shall notify the Inspector or his representative a minimum of 3 25 Working Days prior to beginning the test period of his intent to test a cabinet or 26 group of cabinets. 27 c. At this point, the City may schedule an inspection team and notify the Contractor 28 of the earliest date and time the team can visit. 29 d. Each cabinet shall be tested with a controller unit for a minimum of 24 continuous 30 hours. 31 1) The cabinet test will include conflict monitor functions, detector unit 32 function and load switch operation for conformance with cabinet hardware 33 specifications, etc. 34 2) The cabinet must successfully pass all items otherwise the test is restarted 35 for another 24 hour period. 36 B. Non -Conforming Work 37 1. In the event that a material, construction item, product incorporated in the Work, 38 embankment, backfill, excavation or any other item tested, fails to satisfy the 39 minimum requirements of the initial test described above, appropriate prove -out tests 40 shall be made as directed by the Inspector to determine the extent of the failure and to 41 verify that corrective measures have brought the Item up to Specification 42 requirements. 43 a. The cost of all testing necessary to determine the extent of the failure and the 44 adequacy of the corrective measures shall be the responsibility of the 45 Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 -50 TRAFFIC SIGNALS Page 50 of 51 1 3.5 SYSTEM STARTUP 2 A. The Contractor shall coordinate with the Inspector to have a qualified technician on the 3 Site when the traffic signal is placed into operation. 4 B. During the 30 day test period, the City shall be the first respond to any trouble calls. If the 5 City determines that the repairs are the result of poor workmanship, the Contractor shall 6 complete the repairs. 7 C. The Contractor shall provide a local telephone number (not subject to frequent changes) 8 where trouble calls are to be received on a 24-hour basis. 9 D. The Contractor's response time to reported calls shall be within a reasonable travel time, 10 but not more than 2 hours maximum. 11 E. Appropriate repairs shall be made within 24 hours. 12 1. If, after further diagnosing the problem, the qualified technician determines the 13 problem is in the equipment supplied by others, the Contractor shall notify the 14 Inspector. 15 F. No extra compensation will be allowed for fulfilling the requirements stated above. 16 3.6 ADJUSTING [NOT USED] 17 3.7 CLOSEOUT ACTIVITIES 18 A. Prior to fmal acceptance by the City, the Contractor is responsible for removal, 19 replacement and reinstallation of any damaged material at the Contractor's expense. 20 B. Whenever the Work provided for and contemplated under the Contract has been found by 21 the Inspector to be completed to his / her satisfaction on any individual signalized 22 intersection, or interconnected system of signalized intersections, as shown in the 23 Drawings, fmal cleaning up of said signalized intersection has been performed and the 24 traffic signal equipment supplied by the or has operated continuously for a minimum of 30 25 days in a satisfactory manner, the Contractor will be released from further maintenance on 26 that particular intersection. 27 1. Such partial acceptance will be made in writing and shall in no way void or alter 28 any terms of the Contract. 29 2. If equipment fails, a new 30-day test period will start when the equipment has been 30 repaired or replaced. 31 3.8 PROTECTION 32 A. Prevent any property damage to property owner's poles, fences, landscaping, mailboxes, 33 etc., and repair any damages. 34 B. Provide access to all driveways during construction. 35 C. Protect all underground and overhead utilities, including sprinkler systems, and repair any 36 damages. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 10 - 51 TRAFFIC SIGNALS Page 51 of 51 1 3.9 MAINTENANCE 2 A. While performing Work under this Contract, the Contractor bears the sole risk of loss 3 for damages to or destruction of any traffic signal equipment or appurtenances, on 4 equipment that was not to be replaced or installed under this Contract, but which was 5 damaged or destroyed through the fault or negligent acts of the Contractor. 6 B. The Contractor shall replace such damaged or destroyed equipment, etc., at no cost to 7 the City, regardless of whether or not the damaged or destroyed equipment, etc., was a 8 part of this Contract or any warranties under this Contract. 9 C. The Contractor's responsibility shall cease under this paragraph upon written acceptance 10 of an intersection by the City. 11 D. The Contractor's responsibility for full operation and maintenance of all traffic signal 12 equipment shall begin when he starts any type of Work which effects active intersection 13 control at the first intersection and shall extend through the period of final Project 14 acceptance of each intersection. 15 E. This maintenance responsibility includes existing controllers/masters, existing interconnect 16 and cabling systems, existing signal indications, existing vehicle detectors, new 17 controllers/masters, new signal hardware, new cabling systems, and other hardware 18 elements which are considered part of either the existing or the new traffic signal system. 19 F. It is recognized that the City may continue to make a first response to any trouble call. 20 Action on such response will, however, be limited to placing the intersection on flash, 21 replacing load switches or detector amplifiers, erecting temporary control devices, 22 requesting immediate traffic control by uniformed police officer, or other such action 23 deemed necessary to provide a safe operation. 24 1. Such action will in no way relieve the Contractor of his operation and maintenance 25 responsibility. 26 G. The Contractor shall be required to notify the Inspector or Traffic Services Division at least 27 24 hours in advance of any planned controlled change -outs or any other operational 28 procedures. 29 30 31 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 7/25/12 Scott Arnold Struck through sections that don't apply to this project CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 r 1 344130-1 ALUMINUM SIGNS AND SIGN POSTS 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 34 4130 ALUMINUM SIGNS AND SIGN POSTS Page 1 of 9 5 A. Section Includes: 6 1. Aluminum signs posted on mast arms, signal poles or on the ground 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYIVIENT PROCEDURES 13 A. Measurement and Payment 14 1. Furnishing and Installing Mast Arm or Signal Pole Mounted Aluminum Signs 15 a. Measurement 16 1) Measurement for this Item shall be per each sign installed. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 shall be paid for at the unit price bid per each "Furnish/Install Alum Sign 20 Mast Arm Mount" installed. 21 c. The price bid shall include: 22 1) Fabricating the aluminum sign 23 2) Purchase signs from the City if required in the plans. 24 3) Treatment of sign panels required before application of background 25 materials 26 4) Application of the background materials and messages to the sign panels 27 5) Furnishing and fabricating frames, windbeams, stiffeners, or required joint 28 backing strips 29 6) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign 30 support connections 31 7) Assembling and erecting the signs 32 8) Preparing and cleaning the signs 33 2. Installing Mast Arm or Signal Pole Mounted Aluminum Signs 34 a. Measurement 35 1) Measurement for this Item shall be per each sign installed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 shall be paid for at the unit price bid for each "Install Alum Sign Mast Arm 39 Mount" installed. 40 c. The price bid shall include: 41 1) Installing each Aluminum Sign CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 30 -2 ALUMINUM SIGNS AND SIGN POSTS Page 2 of 9 1 2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint 2 backing strips 3 3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign 4 support connections 5 4) Assembling and erecting the signs 6 5) Preparing and cleaning the signs 7 3. Furnishing and Installing Ground Mounted Aluminum Sign and Post Assemblies 8 a. Measurement 9 1) Measurement for this Item shall be per each assembly furnished and 10 installed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid for each "Furnish/Install Alum Sign 14 Ground Mount" installed for: 15 a) Various types 16 c. The price bid shall include: 17 1) Fabrication of signs and posts 18 2) Purchasing signs from City if called out in the plans. 19 3) Treatment of sign panels required before application of background 20 materials 21 4) Application of the background materials and messages to the sign panels 22 5) Furnishing and fabricating frames, windbeams, stiffeners, or required joint 23 backing strips 24 6) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign 25 support connections 26 7) Assembling and erecting the signs and posts 27 8) Preparing and cleaning the signs 28 11. Installing Ground Mounted Aluminum 8rgn and Post Assemblies 29 awieuoui lent 30 1) Pt xxxwenrent for this lion than be per art coembly installed. 31 b. Payment 32 1) Tisc work performed and materials n i Atcd in accordance with this Item 33 shalt be paid f r at tho unit price bid for 3�& "Install -Alum Firbn Ground 34 Mount" installed. 35 c. The price bid shall include: 36 1) Fabricating thi alunsinum rig and ct ®1 o;gn post including 37 2) Fumkilirg mx4 fabricating frames, win dboarna, stiffeners, a• reqused joint 38 hwltit2g at -rips 39 3) Rirn.ishing bolts, rivets, screws, fasteners, clamps, brackets, and sign 40 support connections 41 1) AaarAnMing and erecting the signs and posts 42 5) Pmparing and cleaning the signs 43 5. axmiciting and Installing Aluminum Figns Mounted on Existing Poles 44 a. Measurement 45 ,) Measurement f ,. this Item shall be per ,av l kinched and installed. 46 b. Payment 47 1) Thy work performed and naatwiala furnished in accordance with this Item 48 shall be paid for at the unit price bid per each "Furmiuk/Imta11 Alum F& 3 49 Ex. Pole Mount" fu nish d atrzi installed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 4130 -3 ALUMINUM SIGNS AND SIGN POSTS Page 3 of 9 1 e. The price bid Anil include: 2 1) Ful ohing-aid iruka1lit g the alursinurr gig 3 2) Purchasing signs from City if called out in th p1��. 4 3) Furnith ng fabricating frdb of e re join t 5 backing strips 6 1) Furnishing bolts, rivets, screwsTfastenem, datrips, lx>aekets, and sign 7 support connections 8 5) Una' b ing and erecting the signs 9 6) Paring ar.l cleaning the signs 10 6. Installing Aluminum fr'na Mounted on Existing Poles 11 a. i\'C aaut wnt 12 1) Measurement for this rt. each Gign installed. 13 b. Payment 14 1) The work performer and materials furnished in accordance with this Item 15 h n b ,a f at- the unit price bid per each "Tnstatt Alum F.14,11 E. Pole 16 Mount" installed. 17 c. The price bid ckxall n�lude: 18 1) Fthicating tko alun i u ign 19 3) Furniohing andl-falxieating L� mo, ot-iffeni, or required joint 20 'al idng strips 21 3) Furnishing bola, riioto, screws, fasteners,'iarspo, lxaekets, and sign 22 support connections 23 1) A oeix bling an,a ecting the gns 24 c) Preparing ara cleaning th„ rs 25 1.3 REJ ERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. American Standard Testing Materials (ASTM) 31 a. ASTM B209-07— "Standard Specification for Aluminum and Aluminum -Alloy 32 Sheet and Plate". 33 b. ASTM D4956 — 09e1 — "Standard Specification for Retroreflective Sheeting for 34 Traffic Control". 35 c. ASTM A1011 / A1011- 10 — "Standard Specification for Steel, Sheet and Strip, 36 Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low- 37 Alloy with Improved Formability, and Ultra -High Strength". 38 d. ASTM B117-09 — "Standard Practice for Operating Salt Spray (Fog) 39 Apparatus". 40 e. AASHTO M 120-08 — "Standard Specification for Zinc". 41 3. Texas Manual on Uniform Traffic Control Devices 42 4. Item 644, Small Roadside Sign Supports and Assemblies, Texas Department of 43 Transportation, Standard Specifications for Construction and Maintenance of 44 Highways, Streets, and Bridges. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 30 - 4 ALUMINUM SIGNS AND SIGN POSTS Page 4 of 9 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 5 fabrication for specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Shop Drawings 8 1. Submit 5 sets of sign shop drawings to City Traffic Services Department for 9 approval prior to fabrication. 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING 14 A. Delivery and Acceptance Requirements 15 1. Signs and parts shall be properly protected so that no damage or deterioration 16 occurs during a prolonged delay from the time of shipment until installation. 17 2. The Contractor shall secure and maintain a location to store the material in 18 accordance with Section 01 50 00. 19 B. Storage and Handling 20 1. Ship, handle, and store completed sign blanks and completed signs so that corners, 21 edges, and faces are not damaged. 22 2. Damage to the sign face that is not visible when viewed at a distance of 50 feet, 23 night and day, will be acceptable. 24 3. Replace unacceptable signs. 25 4. Store all finished signs off the ground and in a vertical position until erected. 26 5. Store finished signs 60 inches x 60 inches or smaller in a weatherproof building. 27 6. Larger signs may be stored outside. 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 PRODUCTS TO BE PURCHASED PROM THE CITY 32 A. Refer to Drawings and Contract Documents to determine if any Items are to be 33 purchased from the City and installed by the Contractor. 34 B. Items eligible for purchase from the City include: 35 1. Aluminum Signs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344130-5 ALUMINUM SIGNS AND SIGN POSTS Page 5 of 9 1 2.2 MATERIALS 2 A. Manufacturers 3 1. Only the manufacturers as listed in the City's Standard Products List will be 4 considered as shown in Section 01 60 00. 5 a. The manufacturer must comply with this Specification and related Sections. 6 2. Any product that is not listed on the Standard Products List is considered a 7 substitution and shall be submitted in accordance with Section 01 25 00. 8 B. Sign blanks 9 1. Sign blanks shall be new, unweathered, milled, rolled and finished aluminum alloy 10 meeting Specifications for 5052H38 as outlined in ASTM B 209 — 02a. 11 2. Sign blanks shall be free of buckle, crevice, warp, dent, cockles, burrs, corrosion, 12 dirt, grease, oil, white rust, fingerprints and/or other irregularities. 13 3. Sign blanks shall be degreased and etched according to industry standards and shall 14 have an alodined finish applied per MIL-05541 Class 1A. 15 4. The thickness of each sign blank shall be uniform throughout. 16 C. Sign sheeting 17 1. Acrylic overlay film 18 a. This film shall be applied to Type I, Type II, Type IV, Type IX, and other 19 retroreflective sheeting for permanent signing. 20 b. The film shall be equal to or better than 3M Scotchlite ElectroCut Film Series 21 1170. 22 c. Film shall be: 23 1) Durable 24 2) Transparent 25 3) Acrylic 26 4) Electronic-cuttable 27 5) Coated with a transparent, pressure sensitive adhesive 28 6) Have a removable synthetic liner — paper liner is not acceptable 29 d. Film colors can include yellow, green, blue, brown, red, and orange. 30 2. Non -reflective vinyl film 31 a. This film shall be applied to Type I, Type III, Type IV, Type IX, and other 32 retroreflective sheeting for permanent signing. The film shall be equal to or 33 better than 3M Scotchcal ElectroCut Film Series 7725. 34 b. Film shall be: 35 1) Durable 36 2) 2 mil opaque cast vinyl 37 3) Coated with a transparent, pressure -sensitive adhesive 38 4) Have a removable synthetic liner — paper line is not acceptable 39 c. Film colors can include yellow, green, blue, brown, red, and orange. 40 3. Engineering grade retroreflective sign sheeting with pressure -sensitive adhesive 41 backing 42 a. This sheeting shall be combined with other components for permanent signing. 43 b. The sheeting shall meet all Specifications for Type I retroreflective sheeting 44 with class 1 backing as outlined in ASTM D 4956 — 09e1. 45 c. The sheeting shall be equal to or better than 3M Scotchcal ElectroCut Film 46 Series 3200T. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 30 - 6 ALUMINUM SIGNS AND SIGN POSTS Page 6 of 9 1 d. Sheeting colors can include white, yellow, orange, green, red, blue, and brown. 2 4. Very -high -intensity retroreflective sign sheeting with pressure -sensitive adhesive 3 backing in florescent colors shall: 4 a. Be combined with other components for permanent signing 5 b. Be a very -high -intensity retroreflective sheeting having the highest 6 retroreflectivity characteristics at short road distances 7 c. Typically be an unmetallized microprismatic retroreflective element material 8 d. Have a smooth outer surface that essentially has the property of retroreflector 9 over its entire surface. 10 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or 11 other preparation for adhesion to smooth, clean surfaces. 12 e. Be equal to or better than 3M Series 3980 13 f. Be of colors including yellow, yellow/green, and orange 14 5. High intensity prismatic retroreflective sheeting with adhesive backing shall: 15 a. Be combined with other components for permanent signing 16 b. Typically be an unmetallized microprismatic lens retroreflective element 17 material 18 c. Have a smooth outer surface that essentially has the property of the 19 retroreflector over its entire surface 20 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or 21 other preparation for the adhesion to smooth, clean surfaces. 22 d. Be equal to or better than 3M Series 3930 23 e. Be of colors including white, yellow, green, red, blue, and brown 24 6. Super -high efficiency full cube retroreflective sheeting with pressure sensitive 25 adhesive shall: 26 a. Be combined with other components for permanent signing 27 b. Be a super -high efficiency, full cube retroreflective sheeting having the highest 28 retroreflectivity characteristics at medium and short road distances. 29 c. Typically be a microprismatic retroreflective element material 30 d. Have a smooth outer surface that essentially has the property of retroreflector 31 over its entire surface 32 1) The adhesive backing shall be pressure -sensitive, require no heat, solvent or 33 other preparation for adhesion to smooth, clean surfaces. 34 e. Be equal to or better than 3M Series 4000 35 f. Be of colors including white, yellow, green, red, blue, brown, fluorescent 36 yellow, fluorescent yellow green, and fluorescent orange 37 D. Telescoping Steel Sign Post 38 1. Posts and anchors shall conform to the Standard Specifications for Hot Rolled 39 Carbon Sheet Steel, Structural Quality ASTM designation A1011 / A1011- 10. 40 2. Posts and anchors shall carry minimum certifiable 60,000 psi yield strength. 41 3. All posts and anchors shall be manufactured from raw steel, formed and welded on 42 the corner prior to receiving a triple coat protection of inline hot -dipped, galvanized 43 zinc per AASHTO M-120-08 (0.8 ounces per square foot) followed by a chromate 44 conversion coating and a cross -linked polyurethane acrylic exterior coating. 45 4. The interior shall receive a double coat of zinc based organic coating, tested in 46 accordance with ASTM B-117-09. 47 E. Hardware CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 344130-7 ALUMINUM SIGNS AND SIGN POSTS Page 7 of 9 1 1. Use galvanized steel, stainless steel, or dichromate -sealed aluminum for bolts, nuts, 2 washers, lock washers, screws, and other sign assembly hardware. 3 2. Use plastic or nylon washers to avoid tearing the reflective sheeting. 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 FABRICATION 11 A. Sign blanks 12 1. Furnish sign blanks to the sizes and shapes shown on the Drawings and that are free 13 of buckles, warps, burrs, dents, cockles, or other defects. 14 2. Do not splice individual extruded aluminum panel. 15 3. Complete the fabrication of sign blanks, including the cutting and drilling or 16 punching of holes, before cleaning and degreasing. 17 4. After cleaning and degreasing, ensure that the substrate does not come into contact 18 with grease, oils, or other contaminants before the application of the reflective 19 sheeting. 20 B. Sign sheeting 21 1. Use reflective sheeting from the same manufacturer for the entire face of a sign. 22 2. Apply sheeting to sign blanks in conformance with the recommended procedures of 23 the sheeting manufacturer. 24 3. Clean and prepare the outside surface of extruded aluminum flanges in the same 25 manner as the sign panel face. 26 4. Minimize the number of splices in the sheeting. 27 5. Overlap the lap -splices by at least 1/4 inch. 28 6. Provide a 1-foot minimum dimension for any piece of sheeting. 29 7. Do not splice sheeting for signs fabricated with transparent screen inks or colored 30 transparent films. 31 C. Sign messages 32 1. Fabricate sign messages to the sizes, types, and colors shown on the Drawings. 33 2. Use sign message material from the same manufacturer for the entire message of a 34 sign. 35 3. Ensure that the screened messages have clean, sharp edges and exhibit uniform 36 color and reflectivity. 37 4. Prevent runs, sags, and voids. 38 D. Telescoping steel sign posts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 30 - 8 ALUMINUM SIGNS AND SIGN POSTS Page 8 of9 1 1. Permissible variation in straightness is 1/16 inch in 3 feet. 2 2. Tolerances are on the outside size. 3 Measurements for outside dimensions shall be made at least 2 inches from end of 4 tube. 5 Nominal Outside Outside Tolerance Dimensions at all Side Corners (inches) (inches) 11/2X 11/2 10.006 1 3/4 X 13/4 +0.008 2 X 2 ±0.008 2 % X 2 % ±0.010 21/2X21/2 ±0.010 6 7 3. Permissible variation in wall thickness is plus 0.011 inches, minus 0.008 inches. 8 4. Measured in the center of the flat side tolerance is ± 0.01 inch applied to the 9 specific size determined at the corner. 10 5. Squareness of Sides and Twist 11 Nominal Squareness Twist Permissible in 3 Outside Tolerance inches Lengths Dimensions (inches) (inches) (inches) 1 1/2 X 1 1/2 ±0.009 0.050 1%X1% ±0.010 0.062 2X2 ±0.012 0.062 2 % X 2 1/4 +0.014 0.062 21/2X21/2 +0.015 0.075 12 13 6. All top posts must be capable of fracturing at the point of connection with a single 14 anchor, when impacted, in such a manner that the piece inside of the anchor can be 15 removed so as to allow the anchor to receive a new top post. 16 7. The shape of all posts and anchors shall be square and straight with smooth tubing 17 welded in one corner with a tolerance that permits telescoping of the next larger or 18 small size, in 1 -inch increments. 19 8. All anchors shall be 12 gauge with holes that are fully perforated 7/16-inch 20 diameter on 1-inch centers for at least the top 4 inches of the anchor while being 21 truly aligned in the center of the section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 34 41 30 - 9 ALUMINUM SIGNS AND SIGN POSTS Page 9 of 9 1 9. All top posts shall be 14 gauge with holes that are die embossed knockouts on 1- 2 inch centers for the entire length of the post and truly aligned in the center of 3 section. 4 5 3.5 REPAIR / RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 WIELD [oR] SITE QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING 11 A. Wash completed signs with a biodegradable cleaning solution acceptable to the 12 manufacturers of the sheeting, colored transparent film, and screen ink to remove 13 grease, oil, dirt, smears, streaks, fmger marks, and other foreign material. 14 B. Wash again before final inspection after erection. 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 DATE NAME 7/25/12 Scott Arnold Revision Log SUMMARY OF CHANGE Struck through sections that don't apply to this project CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Capacity Improvements at Three (3) Intersections 01815 APPENDIX GC-4.02 Subsurface and Physical Conditions GC n 01 rT do a Fa„ilities GC n.n6 Hazar ouo Environmental Condition at &te GC-6.06.D Minority Business Enterprise Compliance GC-6.07 Wage Rates GC 09 n .utilities GC-6.24 Nondiscrimination: None GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Improvements at Three (3) Intersections 01815 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Improvements at Three (3) Intersections 01815 Fc i r Wc RTH Business Support TRANSPORTATION AND PUBLIC WORKS BUSINESS SUPPORT DIVISION MBE REOUIRED DOCUMENTATION RECEIPT Official date and time Bid Date: w a7o/ Q� Project Name �7// Ate.t+Y Project Manager: oS a ad-ecle3 Name: C)11,4 Company: Forms Submitted Bv: Forms Received Bv: (R_f_itax McClendon Construction Company, Inc MBE Compliance Report 2011 Intersection Capacity Improvements OVERVIEW The following actions were taken, by category, to secure M/WBE participation in the bid for this project: Opportunity Category: Action Taken: Result: Water and Sewer, Prequalified Good Faith Effort MBE Participation Drainage Construction Good Faith Effort MBE Participation Haul -off Trucking Use only MBE's MBE Participation Joint Seal Good Faith Effort One MBE Bid rec'd (did not meet specs) Striping/Markers Good Faith Effort No MBE bids received Ready Mix Concrete Good Faith Effort No MBE bids received Rebar Supplier Good Faith Effort No MBE's Available Hydrated Lime Good Faith Effort No MBE's Available Fuel Good Faith Effort No MBE's Available Aggregate/Topsoil Good Faith Effort No MBE bids received Portable Toilets Good Faith Effort MBE Participation Hot -Mix Asphalt Material Good Faith Effort No MBE's Available Project Signs, Barricades Good Faith Effort MBE Participation Erosion Control Devices Good Faith Effort MBE Participation Sodding/Seeding Good Faith Effort MBE Participation ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: 2011 Intersection Capacity Improvements City's MBE Project Goal: 12 Prime's MBE Project Commitment: 8.5 Check applicable block to describe prime NON-M//WDBE BID DATE February 7, 2013 PROJECT NUMBER 01815 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. 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 1st tier, a payment by a subcontractor to its supplier is considered 2nd 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 agreement. Rev. 5/30/12 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 additional sheets if necessary. If a subcontractor/supplier 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 M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Klutz Construction PO Box 100263 Ft Worth TX 76185 817/921-0990 Fax 817/921-0990 Rubio Trucking 9000 Co Rd 513 Alvarado, TX 76009 817/829-3711 No Fax Cowtown Traffic Control 2724 Bryan Ave Ft Worth, TX 76104 817/924-4524 817-926-2725 T e r NCTRCA Attach Certificate M B E N Detail Detail Subcontracting Supplies W S M Work Purchased B B B E E E Drainage Construction Water and Sewer Hauloff Trucking Project Signs Barricades C Green Scaping 2401 Handley-Ederville Rd Seeding and Erosion Ft Worth, TX 76118 1 x Sodding Devices 817/577-9299 817/577-9331 Dollar Amount $15,476.50 $9,566.00 $5,750.00 $3,900.00 Bluebonnet Waste Control PO Box 223845 Portable Toilets $450.00 Dallas, TX 75222-3845 1 x 214/748-5221 Fax 214/748-6886 Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page2of4 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 additional sheets if necessary. If a subcontractor/supplier 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 M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax T e r Attach N NCTRCA Certificate n M B E Detail Detail Subcontracting Supplies w S M Work Purchased B B B E E E Durable Specialties PO Box 381788 Duncanville, TX 75138 1 x 972/296-6324 Dollar Amount Traffic Signals $102,650.00 Metroplex Pavement Mrk 1303 Jelmak Ave Pavement Grand Prairie, TX 75050 1 x Markings 972-399-3500 972-313-0059 Metroplex Pavement Mrk 1303 Jelmak Ave Guardrail Grand Prairie, TX 75050 1 x 972-399-3500 972-313-0059 W.O.E. Const Inc PO Box 185176 Silicone Grand Prairie, TX 76181 1 x Joint Seal 817/284-7401 817/284-7400 $15,042.75 $3,350.00 $1,250.00 Rev. 5/30/12 ATTACHMENT1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless 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 only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Detail Detail Company Name i Subcontracting Supplies Address e M W S M Work Purchased Telephone/Fax r B B B B E E E E Tarrant Concrete PO Box 6194 Ft Worth, TX 76115 1 817/926-6660 Ready -Mix Concrete Dollar Amount $23,240.00 Barnsco, Inc 2609 Willowbrook Rebar Supplier $2,950.00 Dallas, TX 75220 1 x 214/352-9091 Fax 214/379-0341 APAC Texas Inc PO Box 848164 Dallas, TX 75284 1 214/741-3531 Lhoist North America 3700 Hulen St Ft Worth, TX 76107 1 817/732-8164 H J G Trucking, Inc 701 Denair St Ft Worth, TX 76111 1 x 817/834-7181 817/834-8240 ACT Pipe and Supply 2585 NE 28th St Ft Worth, TX 76111 2 817/831-1663 Fax 817/831-1953 Hot Mix Asphalt Hydrated Lime Slurry Aggregate/ Topsoil Pipe (2nd Tier thru Klutz Const) $11,300.00 $3,973.00 $5,819.00 $1,250.00 Rev. 5/30/12 Foxy Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ ATTACHMENT1A Page 4 of 4 $157,435.25 $170,824.75 $328,260.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office 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 explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Wt2g29 Authorised Signature Dan McClendon Printed Signature President Title Contact Name/Title (if different) McClendon Construction Co, Inc Company Name PO Box 999 Address Burleson, TX 76097 City/State/Zip 817/295-0066 Telephone and/or Fax dan@mcclendonconstruction.com E-mail Address Date February 11, 2013 Rev. 5/30/12 2011 Intersection Capacity Improvements City Project No © E Good Faith Effort Documentation ATTACHMENT 1C Page 1 of 3 FORT WORTH City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: 2011 Intersection Capacity Improvements City's MBE Project Goal: 12% Prime's MBE Project Commitment: 8.3 Check applicable block to describe prime MNV/DBE X NON-M//VVDBE BID DATE February 7, 2013 PROJECT NUMBER 01815 IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Water and Sewer, Prequalified Ready Mix Concrete Drainage Construction Rebar Hauloff Trucking Hydrated Lime Joint Seal Fuel Striping/Markers Aggregate/Topsoil Traffic Signals Hot -Mix Asphalt Seeding/Sodding Barricades and Signs Portable Toilets Erosion Devices Rev. 5/30/12 ATTACHMENT IC Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. x Yes No Date of Listing 01 / 22 / 2013 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? x Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? x Yes (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? x Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? x Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes x No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? x Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 3 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? x Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? x Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection l&H Concrete Cuttin i 214/941-4332 Isaac Hill Silicone Jt Seal Did not meet specs (quoted wrong method of seal) ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. All listed MBE's were first contacted by postal mail and by email. If email contact was unsuccessful, faxes were sent. If faxes failed to make successful contact, the companies were attempted contact by telephone. All pertinent MBE's were contacted successfully by at least two of these methods. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not Tess than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of Rev. 5/30/12 ATTACHMENT 1C Page4of3 contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE orizedSignature President Title /G` McClendon Construction Co, Inc Company Name PO Box 999 Address Burleson, TX 76097 City/State/Zip Dan McClendon Printed Signature Contact Name and Title (if different) 817/295-0066 Fax 817/295-6796 Phone Number Fax Number dan@mcclendonconstruction.com Email Address February 11, 2013 Date Rev. 5/30/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Improvements at Three (3) Intersections 01815 City of Fort Worth, Texas ayor and Council nication COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 3OWAGE RATES REFERENCE NO.: � "G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FRONI Fund/Account/Centers Submitted for City Manager's Office bv: Oriainatina Department Head: Additional Information Contact: Fernando Costa (8476) A. Douglas Rademaker (6157) Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator ( $10.06 Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12,78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher $14.15 Broom or Sweeper Operator $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving 1 $12.85 Concrete Finisher, Structures 1 $13.27 Concrete Paving Curbing Machine Operator ($12.00 Concrete Paving Finishing Machine Operator I $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14, 50 Concrete Rubber $10.61 Crane, Clarnshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Flagger I $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter, Paving & Curb $11.83 Foundation. Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $12.62 Laborer, Common $ 9.I8 Laborer, Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $1 1,83 Mixer Operator $11.58 Motor Grader Operator, Fine Grade $15.20 Motor Grader Operator, Rough $14.50 Oiler $14.98 Painter, Structures $13.17 Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter, Structure $16.29 Roller Operator, Pneumatic, Self -Propelled $11.07 Roller Operator, Steel Wheel, Flat Wheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $ I2.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Classification HrtyRate Classification AC Mechanic $21.69 AC Mechanic Helper I) Acoustical Ceiling Mechanic j Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher 1 Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper ( Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper IGlazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper Plumber $12.00 Plumber Helper $15.24 Reinforcing Steel Setter $19.12 Roofer $10.10 Roofer Helper $16.23 I Sheet Metal Worker $11.91 Sheet Metal Worker Helper $13.49 Sprinkler System Installer $13.12 Sprinkler System Installer Helper $14.62 Steel Worker Structural $10.91 Concrete Pump Crane, Ctamsheel, Backhoe, Derrick, nine $13.00 Shovel $9.00 1 Forklift $20.20 1 Front End Loader $14,43 $19.86 Truck Driver Welder $12.00 Welder Helper $20.00 $13.00 1 $18.00 $13.00 $14.78 $11.25 $10,27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17,25 $12.25 i $20,43 $14.90 $10.00 $14.00 $10.00 $16.96 $12.31 $18.00 $9,00 $17.43 $20.50 $17.76 $12.63 $10, 50 $14,91 $16.06 $9.75 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2011 Intersection Improvements at Three (3) Intersections 01815