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Contract 50109
FORTWORTH CITY SECRETARY PROJECT MANUAL FOR THE CONSTRUCTION OF [TILLAGE CREEK WATER RECLAMATION FACILITY HEAD WORKS FACILITY SL UICE GATE MODIFICATIONS City Project No. 100766 Betsy Price David Cooke Mayor City Manager Kara Shuror Acting Water Director Prepared for The City of Fort Worth Water Department September 2017 Prepared by: Texas Registered Engineering Firm F-7986 CO 7 8 9 OF RECEIVED u S HUN III DEC 2 8 2017 77643 CITYOFFORTWO81H FOFFICIMAL RECORD CffySECRET48Y CITY Cu 1 Vl(:�IQAAL S 1(7 CITY SECRETARY of 6 8 L FT.WORTH,TX JQ#4140050.102 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Compiete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1.2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING I Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2017-280385 Alltech Engineering Corp. Mendota Heights, MN United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 11106/2017 being filed. City Of Fort Worth,TX Date Ackn wiedged i - 3 Provide the identification number used by the governmental entity or state agency to track or identify the Contract,and provide a description of the services,goods,or other property to be provided under the contract. 100766 Village Creek Water Reclamation-Sluice Gate Modification Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary 5 Check only if there is NO Interested Party. ❑ X 6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct. TERRI L.BRECHTEL 41 NOTARY PUBUC-MINNESOTA i nat re pp�� uthQ�ize ag Yt of co ract ng business entity My Commission Expires Rick MO�l�en OT , Y1Ce �reszen� January 31.2020 AFF r Sworn to and subscribed before me,by the said President this the 6th day of November 2D 17 to certify which,witness my hand and seal of office. -"l `— Andrew Lawrence President Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.3337 �b` ye7 89�0r FORT WORTH ✓`y1' PROJECT MANUAL FOR THE CONSTRUCTION OF VILLAGE CREEK WATER RECLAMATION FACILITY HEAD WORKS FACILITY SLUICE GATE MODIFICATIONS City Project No. 100766 Betsy Price David Cooke Mayor City Manager Kara Shuror Acting Water Director Prepared for The City of Fort Worth Water Department September 2017 Prepared by: ,_Ili ih,-t, "Qt", Texas Registered Engineering Firm F-7986 Aw ,.. uIS e HUN III ... �•. 7764 Si `x =17 JQ#4140050.102 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 TECHNICAL SPECIFICATIONS SEALS 03 01 30.56 03 01 30.76 2605 10 *; *r 40 05 57.23 /.. ...: 40 05 59.03 UIS HUN III .� 77643�..''Q7 FC `c.• Baa: ti l,10A+at q 1117 JQ Infrastructure,LLC TBPE Firm 7986 03 30 01 a� 7;71t 03 60 00 p• 05 50 00 � 05 53 00 d ERIC J.WORKLUND ..A: .....6841.3..... f r z/17 CDM Smith,Inc. TBPE Firm 3043 26 02 00 26 05 33 ` ••SJ^ �� 262417 .... 62417 ........................_. . ' 90517 CDM Smith, Inc. TBPE Firm 3043 ENGINEERING SEALS VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 FO WOf: City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised February 2,2016 CITY PROJECT NO.100766 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 12 16 Construction Sequence 01 2500 Substitution Procedures 01 29 73 Schedule of Values 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 0132 16 Construction Progress Schedule 01 3233 Preconstruction Video 013300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised February 2,2016 CITY PROJECT NO.100766 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 Technical Specifications: Division 03-Concrete 03 01 30.56 Surface Preparation for Patching 03 01 30.76 Repair and Rehabilitation of Cast-in-Place Concrete 03 30 01 Concrete and Reinforcing Steel 03 60 00 Grout Division 05-Metals 05 50 00 Miscellaneous Metals 05 53 00 Metal Gratings and Cover Plates Division 26-Electrical 26 02 00 Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 24 17 Panelboard Modifications Division 40—Process Integration 40 05 57.23 Electric Motor Actuators 40 05 59.03 Sluice Gate Modifications Appendix: GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements Ameron T-Lock Product Information Fontaine-Aquanox Pre-Negotiated Quote Waterman Industries Pre-Negotiated Quote Rotork Pre-Negotiated Quote END OF SECTION CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised February 2,2016 CITY PROJECT NO.100766 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 12/5/2017 DATE: Tuesday,December 5,2017 REFERENCE NO.: C-28500 LOG NAME: 60VCWRF HEADWORKS SLUICE GATES MODIFICATION-CONSTRUCTION SUB.iECT: Authorize Execution of a Construction Contract with Alltech Engineering Corp.,in the Amount of$1,536,239.00 for the Village Creek Water Reclamation Facility Headworks Facility Sluice Gates Modifications and Provide for Project Costs and Contingencies for a Total Amount of $1,650,000.00(COUNCIL DISTRICT 5) RECOMMENDATION: It is recommended that the City Council authorize execution of a contract in the amount of$1,536,239.00 with Alltech Engineering Corp.,for the Village Creek Water Reclamation Facility (VCWRF)Headworks Facility Sluice Gates Modifications. DISCUSSION: On July 22,2014,Mayor and Council Communication(M&C C-26875)the City Council authorized the execution of a General Engineering Support Services Contract with JQ Infrastructure,LLC,in the amount of$500,000.00 for General Engineering Services on Water and Wastewater projects (City Secretary Contract No.45845). On January 20,2017,Task Order 015 - Headworks Facility Sluice Gates Modifications at Village Creek Water Reclamation Facility(VCWRF)was issued under this contract. The work within this construction project includes modification and improvements to existing sluice gates at the plant headworks to include changing out gate stems,guides and actuators,repairing concrete structures and upgrading electrical systems. The project was advertised for bids on October 6,2017 and October 12, 2017,in the Fort Worth Star-Telegram, On November 02,2017 the following bids were received: Bidder Bid Amount Contract Alltech Engineering $1,536,239.00 360 Calendar Corporation Days McCarthy Building $1,599,949.00 Companies, Inc. In addition to the contract cost,the amount of$60,000.00 is provided for project contingencies and$53,761.00 is provided for inspection,testing, project management and staff time.This project will have no impact on the Water Department's operating budget when complete. The construction is anticipated to commence in February 2018 and is estimated to be complete in 12 months. M/WBE OFFICE-A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the M/WBE Office, in accordance with the BDE Ordinance, because the purchase of good or services from source(s) where subcontracting or supplier opportunities are negligible. The Village Creek Water Reclamation Facility serves the entire City and is located in COUNCIL DISTRICT 5. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budgets,as appropriated,of the Water/Sewer Bond 201.7A Fund.The WW Treatment Plant Programmable Project P00007 includes an appropriation of $2,393,601.00 for the city participation on developer capital projects. After the funding of this MBC,the amount of$743,601.00 of the appropriation will be available to fund future individual projects. Existing Additional Project Fund Programmable P Appropriations Total* Appropriations Water and Sewer Bond $0.00 $1,650,0(0.00 $1,650,000 Fund 56011 *Numbers are rounded for presentation purposes. FUND IDENTIFIERS (FIDs): TS? Fund Department Account Project program Activity Budget Reference# Amount ID ID Year (Chartfield 2) FSM Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Managers Office by: Jay Chapa (6122.) Originating Department Head: Kara Shuror (8819) Additional Information Contact: Farida Goderya (8214) ATTACHMENTS 1. 100766 Signed d Departmental WAIVER.pdf (emv internal) 2. FID Table for 60VCWRF HEADWORKS SLUICE GATES MODIFICATION;pdf (CFw Internal) 3. Form 1295.12df (Nbiie) 4. SAMSearchResults for Alltech Engineering Coro.pdf rcFw incemau 5. VCWRF HeadworksBuildingSluiceGatesMod.pdf (pubtac) THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 Paget of 2 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS City Project No. 100766 ADDENDUM No.l October 30,2017 Bidders are hereby informed of the following changes to the contract „�'� aF documents for the project.Bids for the project will be received at 1:30 PM CST on Thursday,November 02,2017. Bidders must acknowledge receipt of �►'''fc: , this Addendum below,and on 00 4100 Bid Form. UIS . HUtvO II1 I. PROJECT DRAWINGS -a' 77643 f� 1. SHEET C26: a. Add the following General Notes to sheet C26: 1) Initial information from Ameron T-Lock suggests the repairs to anchor bolt holes may be filled and sealed with an epoxy without the need for patch welding. All patch welding for repairs shall be done by an Ameron T-Lock certified/licensed installer. Contractor shall provide proof of certification. 2) Contractor shall arrange for and provide at his cost to have Ameron T-Lock conduct an on-site training class. Two 4-hour classes will be conducted on the same day,one in the morning and one in the afternoon. Each class may have up to 4 attendees. Contractor shall coordinate date with the City and shall reserve a minimum of four(4)spaces for city personnel. 3) Contractor shall use an approved Ameron T-Lock tool kit for repairs. Contractor shall furnish the City with a new unused tool kit at project completion. 4) All cost associated with the training class and T-Lock repair shall be included in "stem modification and testing of gate" Item 101. 5) Contractor shall contact Ameron T-Lock to verify the recommended epoxy procedures or for additional information,requirements,and pricing. II. BIDDER QUESTIONS 1. Could you provide us with a drawing showing where the pullboxes are located so we can determine the length of the wiring? a. Reference sheet C5 in the plans: The electricaUinstrumentation room is located on the north side of the facility between column lines 14 and 15. The pullboxes are located along column line 13 below the overhang. b. Bidders may choose/need to visit site to confirm exact locations and lengths. Page 2 of 2 2. Specification 0150 00- IA.C.7 states that a field office is required for this project. Is it acceptable to utilize a spare office room in the CoFW Construction Trailer located east of the Headworks Facility in lieu of this requirement? a. The field office referenced may be considered as an optional requirement. b. Use of the Construction Trailer at VCWRF shall NOT be available as afield off ce for the Contractor, and will only be used for City/construction progress meetings or other meetings initiated or approved by the City. 3. Isolation#5 requires an inflatable plug to be installed in the 120"Pipe to Box F2. What is the expected head pressure and maximum head pressure expected against the plug from Box F2? a. The pressure will vary as flow changes through the facility. Per record drawings (VCWWTP High Tate Clarification Project, Hydraulic Profile Sheet G8), the water surface elevations in box F2 are 470.3, 467.8, and 462.8 for flows of 410 mgd, 255 mgd, and 166 mgd respectively. Resultant head pressures at center of plug are 8.8 fl, 6.3 ft, and 1.3 ft respectively. 4. Is it possible to bypass Box F2 and allow for this work to be performed without the use of the 120"plug? 1 The plant previously examined this option and determined it is not possible. ACCEPTANCE: The undersigned does hereby agree to the additional,stipulations,and terms outlined in Addendum No. 1 to the plans and specifications for the Village Creek Water Reclamation Facility Headworks Faciliiy Sluice Gate Modifications.City of Fort Worth Project No. 100776. SCHEDULED BID DATE: November 02,2017 DATE ADDENDUM ISSUED: October 30,2017 RECEIPT OWD: By: f7-e Title: t// �>' F-slr1 Company: Page 1 of 1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS City Project No. 100766 ADDENDUM No.2 November 01,2017 Bidders are hereby informed of the following changes to the contract idp�,r��? '""" �"g,to documents for the project.Bids for the project will be received at 1:30 PM CST on Thursday,November 02,2017. Bidders must acknowledge receipt of ...' this Addendum below,and on 00 4100 Bid Form. UIS B. N II .....7764.3... . I. BIDDER QUESTIONS 1. Change the answer to Addendum No. 1 -Question#4("Is it possible to bypass Box F2 and allow for this work to be performed without the use of the 120"plug?'%issued October 30,2017 to: a. Drawing C14—Inflatable plug depicted in the 120"pipe to isolate Effluent Box is not necessary if Contractor has the ability to pump HRC sludge from Box F2 to Box F3. The approximate flow of sludge is 6 MGD with a concentration of about 2 %TS. ACCEPTANCE: The undersigned does hereby agree to the additional,stipulations,and terms outlined in Addendum No. 1 to the plans and specifications for the Village Creek Water Reclamation Facility Headworks Facility Sluice Gate Modifications.City of Fort Worth Project No.100776. SCHEDULED BID DATE: November 02,2017 DATE ADDENDUM ISSUED: November 01,2017 RECEEPTAC OWLEDGED: By: Title: VI Q�—' A2£ Ih is Company: h L t&M CAJ6. Co&Q, THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Village Creek Water Reclamation Facility(VCWRF) 6 Headworks Facility Sluice Gate Modifications Project No. 100766 will be received by the City of 7 Fort Worth Purchasing Office: 8 9 10 City of Fort Worth 11 Purchasing Division 12 200 Texas Street 13 Fort Worth,Texas 76102 14 until 1:30 P.M. CST,Thursday,November 02,2017,and bids will be opened publicly and read 15 aloud at 2:00 PM CST in the Council Chambers. 16 17 18 GENERAL DESCRIPTION OF WORK 19 The major work will consist of the(approximate) following: 20 Sluice Gate Modifications—Modification of 31 gates with existing non-rising stems by changing 21 all to rising stems. Complete replacement of 12 actuators,modifying lift/drive nuts in remaining 22 actuators for compatibility with a rising stem. Various additional work such as,but not limited 23 to,adjusting or replacing stem guides,installing new keyway nuts on the slides, and installing 24 stem covers. 25 26 27 PREQUALIFICATION 28 The improvements included in this project must be performed by a contractor who is pre- 29 qualified by the City at the time of bid opening. The procedures for qualification and pre- 30 qualification are outlined in the Section 00 21 13 INSTRUCTIONS TO BIDDERS. Additional 31 requirements for special qualification of gate modifications are required. Special 32 prequalification submittals shall be in accordance with Section 00 2113—INSTRUCTIONS 33 TO BIDDERS, Item 3.5. Failure to comply with the special prequalification requirements 34 set forth shall result in the rejection of the bid as non-responsive. Previous special 35 prequalification by FWWD will not be considered as meeting this requirement. 36 37 38 DOCUMENT EXAMINATION AND PROCUREMENTS 39 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 40 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov/purchasing/ and 41 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 42 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 43 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 44 Parties Form 1295 and the form must be submitted to the Project Manager before the 45 contract will be presented to the City Council. The form can be obtained at 46 httns://www.ethics.state.tx.us/tec/1295-Info.htm . 47 48 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO. 100766 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 Copies of the Bidding and Contract Documents are available only through the City's Buzzsaw 2 website. 3 4 5 PREBID CONFERENCE 6 A non-mandatory prebid conference may be held as described in Section 00 21 13 - 7 INSTRUCTIONS TO BIDDERS at the following location,date,and time: 8 DATE: October 19,2017 9 TIME: 9:00 AM 10 PLACE: Village Creek Water Reclamation Facility 11 4500 Wilma Lane 12 Fort Worth,Texas 76012 13 LOCATION: Training Room 14 15 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 16 City reserves the right to waive irregularities and to accept or reject bids. 17 18 FUNDING 19 Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from 20 revenues generated from user fees and dedicated by Resolution of the City of Fort Worth City 21 Council to the work under this INVITATION TO BIDDERS. 22 23 INQUIRIES 24 All inquiries relative to this procurement should be addressed to the following: 25 Attn: Louis Hund;JQI 26 Email: LHund@jqieng.com 27 Phone: 972-392-7340 28 AND/OR 29 Attn: Farida Goderya,P.E.,City of Fort Worth 30 Email: Farida.Goderya@fortworthtexas.gov 31 Phone: 817-392-8214 32 33 ADVERTISEMENT DATES 34 October 6,2017 35 October 12,2017 36 37 END OF SECTION CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO. 100766 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 7 00-GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person,firm,partnership,company,association,or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person,firm,partnership, company,association,or 17 corporation acting directly through a duly authorized representative,submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1.Water and Sanitary Sewer—Requirements document located at; 41 https://projectpoint.buzzsaw.com/fortworthgov/Resourcesi02%20- 42 %20Construction%2ODocuments/Contractor%2OPrequalification/Water%2Oand%2 43 OSanitary%2OSewer%20Contractor%2OPrequalification%2OProjzram/W SS%20pre 44 qual%20requirements.doc?public 45 46 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 2 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 3 45 11, BIDDERS PREQUALIFICATIONS. 4 5 3.2.1. Submission of and/or questions related to prequalification should be addressed to 6 the City contact as provided in Paragraph 6.1. 7 8 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 9 bidder(s)for a project to submit such additional information as the City,in its sole 10 discretion may require,including but not limited to manpower and equipment records, 11 information about key personnel to be assigned to the project,and construction schedule, 12 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 13 deliver a quality product and successfully complete projects for the amount bid within 14 the stipulated time frame. Based upon the City's assessment of the submitted 15 information, a recommendation regarding the award of a contract will be made to the 16 City Council. Failure to submit the additional information,if requested,may be grounds 17 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 18 notified in writing of a recommendation to the City Council. 19 20 3.4.In addition to prequalification,additional requirements for qualification may be required 21 within various sections of the Contract Documents. 22 23 3.5.Special qualifications,in addition to above,required for this project include the 24 following: 25 26 Bidder shall provide special prequalification submittal for the modification of 27 sluice gates. Bidder must have successfully installed and/or rehabilitated 48"or 28 larger sluice gates or equivalent type gates for water/wastewater control. 29 30 Bidder shall submit names,description,and reference contact information of 31 previous projects completed by the Bidder. Bidder shall submit name and 32 experience record of Project Manager and Field Supervisor that Bidder will 33 assign to this Project. 34 35 Submit required information to the City no later than 7 days prior to bid 36 opening. Any bid not satisfying these requirements shall be rejected as non- 37 responsive. Send Submittals to: Farida Goderya, P.E.,at 38 Farida.Goderya(a`fortworthtexas.gov and Louis Hund, PE at 39 Lhund@jgieng.com 40 41 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 42 43 4.1.Before submitting a Bid,each Bidder shall: 44 45 4.1.1. Examine and carefully study the Contract Documents and other related data 46 identified in the Bidding Documents(including"technical data"referred to in 47 Paragraph 4.2.below).No information given by City or any representative of the 48 City other than that contained in the Contract Documents and officially 49 promulgated addenda thereto, shall be binding upon the City. 50 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and 2 site conditions that may affect cost,progress,performance or furnishing of the 3 Work. 4 5 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 6 progress,performance or furnishing of the Work. 7 8 9 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 10 contiguous to the Site and all drawings of physical conditions relating to existing 11 surface or subsurface structures at the Site(except Underground Facilities)that 12 have been identified in the Contract Documents as containing reliable "technical 13 data"and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 14 at the Site that have been identified in the Contract Documents as containing 15 reliable "technical data." 16 17 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 18 the information which the City will furnish. All additional information and data 19 which the City will supply after promulgation of the formal Contract Documents 20 shall be issued in the form of written addenda and shall become part of the Contract 21 Documents just as though such addenda were actually written into the original 22 Contract Documents. No information given by the City other than that contained in 23 the Contract Documents and officially promulgated addenda thereto, shall be 24 binding upon the City. 25 26 4.1.6. Perform independent research,investigations,tests,borings, and such other means 27 as may be necessary to gain a complete knowledge of the conditions which will be 28 encountered during the construction of the project. On request,City may provide 29 each Bidder access to the site to conduct such examinations,investigations, 30 explorations,tests and studies as each Bidder deems necessary for submission of a 31 Bid. Bidder must fill all holes and clean up and restore the site to its former 32 conditions upon completion of such explorations,investigations,tests and studies. 33 34 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 35 cost of doing the Work,time required for its completion,and obtain all information 36 required to make a proposal. Bidders shall rely exclusively and solely upon their 37 own estimates,investigation,research,tests,explorations,and other data which are 38 necessary for full and complete information upon which the proposal is to be based. 39 It is understood that the submission of a proposal is prima-facie evidence that the 40 Bidder has made the investigation,examinations and tests herein required. Claims 41 for additional compensation due to variations between conditions actually 42 encountered in construction and as indicated in the Contract Documents will not be 43 allowed. 44 45 4.1.8. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or 46 between the Contract Documents and such other related documents.The Contractor 47 shall not take advantage of any gross error or omission in the Contract Documents, 48 and the City shall be permitted to make such corrections or interpretations as may 49 be deemed necessary for fulfillment of the intent of the Contract Documents. 50 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.2. Reference is made to Section 00 73 00 Supplementary Conditions for identification of: 2 3 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 4 the site which have been utilized by City in preparation of the Contract Documents. 5 The logs of Soil Borings, if any, on the plans are for general information only. 6 Neither the City nor the Engineer guarantee that the data shown is representative of 7 conditions which actually exist. 8 9 4.2.2. those drawings of physical conditions in or relating to existing surface and 10 subsurface structures(except Underground Facilities)which are at or contiguous to 11 the site that have been utilized by City in preparation of the Contract Documents. 12 13 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 14 on request. Those reports and drawings may not be part of the Contract 15 Documents,but the "technical data" contained therein upon which Bidder is entitled 16 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 17 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 18 responsible for any interpretation or conclusion drawn from any"technical data" or 19 any other data,interpretations,opinions or information. 20 21 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 22 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 23 exception the Bid is premised upon performing and furnishing the Work required by the 24 Contract Documents and applying the specific means,methods,techniques, sequences or 25 procedures of construction(if any)that may be shown or indicated or expressly required 26 by the Contract Documents,(iii)that Bidder has given City written notice of all 27 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the 28 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 29 etc.,have not been resolved through the interpretations by City as described in 30 Paragraph 6., and(iv)that the Contract Documents are generally sufficient to indicate 31 and convey understanding of all terms and conditions for performing and furnishing the 32 Work. 33 34 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 35 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 36 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 37 Documents. 38 39' 5. Availability of Lands for Work,Etc. 40 41 5.1,The lands upon which the Work is to be performed,rights-of-way and easements for 42 access thereto and other lands designated for use by Contractor in performing the Work 43 are identified in the Contract Documents. All additional lands and access thereto 44 required for temporary construction facilities,construction equipment or storage of 45 materials and equipment to be incorporated in the Work are to be obtained and paid for 46 by Contractor. Easements for permanent structures or permanent changes in existing 47 facilities are to be obtained and paid for by City unless otherwise provided in the 48 Contract Documents. 49 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way,easements,and/or permits,and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth—Water Department 25 200 Texas Street 26 Fort Worth,TX 76102 27 Attn: Farida Goderya, P.E., 28 Email: Farida.Goderya@fortworthtexas.gov 29 Phone: 817-392-8214 30 And/Or 31 Attn: Louis Hund;JQI 32 Email: LHund@jqieng.com 33 Phone:972-392-7340 34 35 36 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 37 City. 38 39 6.3.Addenda or clarifications may be posted via Buzzsaw at 40 hiip://www.fortworthgov.org/purchasing/. 41 42 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 43 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 44 Project. Bidders are encouraged to attend and participate in the conference. City will 45 transmit to all prospective Bidders of record such Addenda as City considers necessary 46 in response to questions arising at the conference. Oral statements may not be relied 47 upon and will not be binding or legally effective. 48 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 7. Bid Security 2 3 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 4 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 5 the requirements of Paragraphs 5.01 of the General Conditions. 6 7 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 8 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 9 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 10 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 11 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 12 other Bidders whom City believes to have a reasonable chance of receiving the award 13 will be retained by City until final contract execution. 14 15 8. Contract Times 16 The number of days within which,or the dates by which, Milestones are to be achieved in 17 accordance with the General Requirements and the Work is to be completed and ready for 18 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 19 attached Bid Form. 20 21 9. Liquidated Damages 22 Provisions for liquidated damages are set forth in the Agreement. 23 24 10. Substitute and "Or-Equal" Items 25 The Contract,if awarded,will be on the basis of materials and equipment described in the 26 Bidding Documents without consideration of possible substitute or"or-equal" items. 27 Whenever it is indicated or specified in,the Bidding Documents that a"substitute"or"or- 28 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 29 City,application for such acceptance will not be considered by City until after the Effective 30 Date of the Agreement. The procedure for submission of any such application by Contractor 31 and consideration by City is set forth in Paragraphs 6.05A,6.05B and 6.05C of the General 32 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 33 34 11. Subcontractors,Suppliers and Others 35 36 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 37 12-2011 (as amended),the City has goals for the participation of minority business 38 and/or small business enterprises in City contracts. A copy of the Ordinance can be 39 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 40 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 41 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 42 Venture Form as appropriate. The Forms including documentation must be received 43 by the City no later than 2:00 P.M. CST,on the second business days after the bid 44 opening date. The Bidder shall obtain a receipt from the City as evidence the 45 documentation was received. Failure to comply shall render the bid as non- 46 responsive. 47 48 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 49 or organization against whom Contractor has reasonable objection. 50 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12. Bid Form 2 3 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 4 obtained from the City. 5 6 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 7 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 8 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit 9 price item listed therein. In the case of optional alternatives,the words"No Bid," 10 "No Change," or"Not Applicable"may be entered. Bidder shall state the prices, 11 written in ink in both words and numerals,for which the Bidder proposes to do the 12 work contemplated or furnish materials required.All prices shall be written legibly. 13 In case of discrepancy between price in written words and the price in written 14 numerals,the price in written words shall govern. 15 16 12.3. Bids by corporations shall be executed in the corporate name by the president or a 17 vice-president or other corporate officer accompanied by evidence of authority to 18 sign. The corporate seal shall be affixed. The corporate address and state of 19 incorporation shall be shown below the signature. 20 21 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 22 partner,whose title must appear under the signature accompanied by evidence of 23 authority to sign. The official address of the partnership shall be shown below the 24 signature. 25 26 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 27 member and accompanied by evidence of authority to sign. The state of formation of 28 the firm and the official address of the firm shall be shown. 29 30 12.6. Bids by individuals shall show the Bidder's name and official address. 31 32 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 33 indicated on the Bid Form. The official address of the joint venture shall be shown. 34 35 12.8. All names shall be typed or printed in ink below the signature. 36 37 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 38 which shall be filled in on the Bid Form. 39 40 12.10. Postal and e-mail addresses and telephone number for communications regarding the 41 Bid shall be shown. 42 43 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 44 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 45 to State Law Non Resident Bidder. 46 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO. 100766 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 5 envelope,marked with the City Project Number,Project title,the name and address of 6 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 7 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 8 envelope with the notation"BID ENCLOSED" on the face of it. 9 10 14. Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 13 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 14 must be made in writing by an appropriate document duly executed in the manner 15 that a Bid must be executed and delivered to the place where Bids are to be submitted 16 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 17 are opened and publicly read aloud,the Bids for which a withdrawal request has been 18 properly filed may,at the option of the City,be returned unopened. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15. Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates(if any)will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subject to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder. City may,at 31 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 32 33 17. Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject any or all Bids,including without limitation the rights 36 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Project to make an award to that Bidder,whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive informalities not involving price,contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the multiplication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 between the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies between words and figures 46 will be resolved in favor of the words. 47 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder is an interested party to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract, Bidder has performed a prior contract in an unsatisfactory manner,or 6 Bidder has uncompleted work which in the judgment of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 10 other persons and organizations proposed for those portions of the Work as to which 11 the identity of Subcontractors, Suppliers,and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs,maintenance requirements,performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the 19 evaluation of any Bid and to establish the responsibility,qualifications,and financial 20 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization,work of a value not less than 25 35%of the value embraced on the Contract,unless otherwise approved by the City. 26 27 17.5. If the Contract is to be awarded,it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. 30 31 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 35 comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 38 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 39 to be awarded,City will award the Contract within 90 days after the day of the Bid 40 opening unless extended in writing. No other act of City or others will constitute 41 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 42 the City. 43 44 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 45 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO. 100766 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 18. Signing of Agreement 2 3 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 4 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 5 Contractor shall sign and deliver the required number of counterparts of the Agreement to 6 City with the required Bonds,Certificates of Insurance,and all other required documentation. 7 City shall thereafter deliver one fully signed counterpart to Contractor. 8 9 10 11 END OF SECTION CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised October 2017 CITY PROJECT NO.100766 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 SECTION 00 3513 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 CIO 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 httr)l/www.ethics.state.tx.us/forms/CIQ.gdf httr)l/www.ethics.state.tx.us/forms/CIS.t)df D CIO Form is on file with City Secretary CIQ Form is being provided to the City Secretary C CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: Alltech Engineering Corp By: Rick Moll ff 2515 Pilot Knob Road Signature: Mendota Heights, MN 55120 Title: Vice President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 3700 45 12_00 35 13—Sid Proposal Workbook WFP THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 00 41 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 200 Texas Street City of Fort Worth,Texas 76102 FOR: Village Creek Water Reclamation Facility (VCWRF) Headworks Facility Sluice Gate Modifications City Project No.: 100766 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 20150821 Copy of 00 41 00L00 43 13_00 42 4300 43 37 00 45 1200 35 12 Bid Proposal Workbook W FP 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. Wastewater Treatment Plant b. Special Qualification-Sluice Gates C. d. 4. Time of Completion 4.1. The Work will be substantially complete within 330 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. The Work will be complete for Final Acceptance within 360 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.3. 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. S. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form,Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form,Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 4512 g. Conflict of Interest Affidavit,Section 00 35 13 'If necessary,CIO or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1 Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Copy of 00 41 00_00 4313_00 42 43_00 43 37 00 4512 00 3513_Bid Proposal Workbook WFP 00 41 00 BID FORM Page 3 of 3 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. 6.3. Total Bid $1,536,239.00 7. Bid Submittal This Bid is submitted on November 2,2017 by the entity named below. Resp7& — d, Receipt is acknowledged of the fallowing Addenda_: Initial By: f Addendum No. 1 (Signa re) Addendum No. 2: Addendum Nc. 3: Rick Mollenhoff lAddenduri Ne, 4; (Printed Name) F-1 Title:Vice President Company:Alltech Engineering Corp Corporate Seal: Address: 2515 Pilot Knob Road Mendota Heights,MN 55120 State of Incorporation: Minnesota Email: rmollenhoff@alltechenoineerino.com Phone: 651-452-7893 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150021 Copy of 00 41 00_00 43 13_00 42 41_00 43 37 00 4012 00 36 13 Bid Proposal Woftook WFP 1 I I 1 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 00 42 43 BID PROPOSAL Page I of I SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure 4uanc,i« PART A-Modification to Gates 101 Stem Modification and Testing of Gate 00 00 00 EA 31 $19,400.00 $601,400.00 102 Modification of Catwalk for Stem Clearance above Gates 00 00 00 EA 2 $640.00 $1,280.00 101 and 105 103 Remove and Replace Gate Electric Motor Operator 00 00 00 EA 12 $700.00 $8,400.00 104 Replace Existing Sealoffs and Flex Conduit at Gate 00 00 00 EA 30 $10,100.00 $303,000.00 O aerator 105 Ladder Improvements at Box EEE 00 00 00 LS 1 $26,750.00 $26,750.00 See sheets S1 to S3 106 Lighting Improvements at Box EEE 00 00 00 LS 1 $25,500.00 $25,500.00 See sheets E-1 to E-3 PART A TOTALI $966,330.00 PART B-Gate Materials Parts for Modification of Group 01 thru Group 10 Gates to Rising Stems. See Pre-Negotiated cost from Fontaine- 201 00 00 00 L5 1 $455,516.00 $455,516.00 Aquanox in Project Manual Appendix for details and breakdown. Parts for Modification of Waterman Gates to Rising 202 Stems. See Pre-Negotiated cost from Waterman in 00 00 00 LS 1 $27,335.00 $27,335.00 Pro',ect Manual A..endix for details and breakdown. _ Rotork Actuators to replace existing Auma Actuators on 203 Gates 101 to 106 and 201 to 206. See Pre-Negotiated 00 00 00 LS 1 $87,058.00 $87,058.00 cost from Rotork in Project Manual Appendix for details and breakdt�wrt _ PART B TOTAL $569,909.00 Tots)Bidl $1,536,239.001 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Copy of 00 4100_00 43 13_00 42 43_00 43 37_00 45 12_00 35 l3 Bid Proposal Workboolc_WFP THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised Jurie 22,2017 CITY PROJECT NO. 100766 00 43 13 BID BOND Page 1 of 1 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: Alltech Engineering Corp. That we, (Bidder Name) hereinafter called the Principal,and (Surety Name) Continental Casualty Company a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Five(5)of Bid Amount and No/100 Dollars ($ 5% .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves,our heirs, executors, administrators, successors and assigns,jointly and severally,firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Village Creek Water Reclamation Facility (VCWRF) Headworks Facility Sluice Gate Modifications NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this 2nd day of November ,2017 By: Alltech Engineering Corp. An rew Lawrence, President(Signature and Title of Principal) 'By: Contin tal Casualty ompany (Sign ure of Attorney- ct) Nicole M. 'Attach Power of Attorney(Surety)for Attorney-in-Fact Impressed Surety Seal Only END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Bond Form.xls THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 CORPORATE ACKNOWLEDGMENT STATE OF Minnesota COUNTY OF Dakota On the 2nd day of November 2017 before me personally appeared , Andrew Lawrence to me, who being duly sworn, did depose and say: that s/he resides in Mendota Heights that s/he is the President of the Alltech Engineering Corp.—— the corporation described in and which executed the foregoing istrument; that s/he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corporation; and that s/he signed her/his name thereto by like order. �J (56A `' TERRI L.BRECHTEL J Notary Public 4 s ° NOTARY PUBLIC-MINNESOTA "' � My Commission Expires January 31.2020 r ACKNOWLEDGMENT OF CORPORATE SURETY STATE OF MINNESOTA COUNTY OF Dakota On the 2nd day of November 2017 before me personally appeared, Nicole M. Coty to me known, who being duly sworn, did say: that s/he resides in Minnesota that s/he is the aforesaid officer or attorney in fact of continental Casualty Company a corporation,that the seal affixed to the foregoing instrument is the corporate seal of said corporation; and that said instrument as signed and sealed on behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act an ed of said corporation. (SEAL) i C4 el r �— otary Public r—,,PATRiCP,MIARIE ROWAN Notary Public Minnesota Mission Ex es Januwy 31,2020 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT K'noywAll Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "ihe CNA Compani&J,are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Litton E S Field Jr,Nicole M Coty,Patricia M Rowan,Individually of Mendota Heights,MN,their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Wbereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 26th day of September,2016. r,Asul %%sugq At+rcu Continental Casualty Company �F �"� " National Fire Insurance Company of Hartford a ro American Cay lry Company of Reading,Pennsyl O 2 s y v, G v SEAL a 1a97 � kpRtF' • � Paull Bruflat State of South Dakota,County of Minnehaha,ss: On this 26th day of September,2016,before me personally came Paul T.Bruflat to me known,who,being by me duly swom,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. J.MOHR ( leaTHOWAMS My Commission Expires June 23,2021 J.Mohr Notary Public CERTIFICATE I,D.Bult,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse ereof is still in force In testimo�yY whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this ,2,A=-day of /V d V Ch1 !� .2 u)7 o"sU40 %HSURq AW 40 Continental Casualty Company .� ` �F National Fire Insurance Company of Hartford cppPMAri 0 gw9�'aatr�e American Casualty Company of Reading,Pennsylvania • i �u SEAL , y C� 1897 MAP, � • \��./I D.Bult ecretary Form F6853-4/2012 Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers')to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures');Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers')to execute various policies,bonds,undertakings and other obligatory instruments of lice nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures');Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading,Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,`Electronic Signatures');Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." 004337 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 Minnesota , our principal place of business, are required to be 0 percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of Minnesota ,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. ❑ BIDDER: Alltech Engineering Corp By: Rick Mollenhoff 2515 Pilot Knob Road Mendota Heights, MN 55120 (Signa ure) Title: Vice President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Copy of 00 41 00_00 4313_00 42 43 00 43 37_00 45 1200 3513_Bid Proposal Workbook WFP THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor.The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 0045 11-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America.This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion, or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A" should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject,suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO. 100766 00 45 12 PREQUALIFICATION STATEMENT 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 Prequalification Expiration Date Wastewater Treatment Plant Alltech Engineering Corp 4/30/2018 Special Qualification -Sluice Alltech Engineering Corp 4/30/2018 Gates The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Alltech Engineering Corp By c olle mff 2515 Pilot Knob Road !^ Mendota Heights, MN 55120 al (Sig ture) Title: Vice President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Copy of 00 41 00_00 43 13 00 42 43_00 43 37_00 4512_00 3513_Bid Proposal Workbook WFP THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 FORT WORTH w SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet 12/31/2016 Mark only one: Individual Limited Partnership A1ltech Engineering Corp Name under which you wish to qualify General Partnership X Corporation Limited Liability Company Post Office Box City State Zip Code 2515 Pilot Knob Road Mendota Heights MN 55120 Street Address (required) City State Zip Code ( 651) 452-7893 (651) 452-5592 rmollenhoff@alltechengineering.com Telephone Fax Email 14109937202 Texas Taxpayer Identification No. 41-0993720 Federal Employers Identification No. 06-282-7019 DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT NORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATiON APPLICATION' 0045 13-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than$6,000,000.00 in annual gross receipts OR F] Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60—inches, and 350 LF or less Tunneling-36-Inches—60—inches, and greater than 350 LF Tunneling—66"and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Nater Distribution,Development, 8-inch diameter and smaller Nater Distribution,Urban and Renewal, 8-inch diameter and smaller `Vater Distribution,Development, 12-inch diameter and smaller Nater Distribution,Urban and Renewal, 12-inch diameter and smaller Nater Transmission,Development, 24-inches and smaller Nater Transmission, Urban/Renewal,24-inches and smaller `Vater Transmission,Development,42-inches and smaller `Vater Transmission,Urban/Renewal,42-inches and smaller `Vater Transmission,Development,All Sizes Nater Transmission,Urban/Renewal,All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass PLImping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY ......—...r. rr.rnrr.nr —, rrr.....r or.n"tr. wrrrnrn..IreI1r%nrrrnaTrnvc 0045 13-3 BB)DER PREQUALIFICATION APPLICATION Page 3 of 3 MAJOR WORK CATEGORIES, CONTINUED Sewer CIDP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP,All Sizes Sewer Collection System,Development, S-inches and smaller Sewer Collection System,Urban/Renewal,8-inches and smaller Sewer Collection System,Development, 12-inches and smaller Sewer Collection System,Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renev,,al,42-inches and smaller Sewer Interceptors, Development,43-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inclies and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reeonstntetion(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER S 1,000,000) Asphalt Paving Heavy Maintenance(S 1,000,000 and OVER) Concrete Paving Constnlction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadwav and Pedestrian Lighting CITY OF FORT WORTII VILLAGE CREEK WATER RECLAMATION FACILITY 0045 13-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER Maxim Crane bervice Mobile Cranes 5701 Denton Highway Haltom City, TX 2. How many years has your organization been in business as a general contractor under your present name? 44 List previous business names: N/A I How many years of experience in Millwright construction work has your organization had: (a) As a General Contractor: 44 (b)As a Sub-Contractor: 44 4. *What projects has your organization completed in Teras and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER ACIGLCKSl x t r,uuer $1,035,893.00 Ironworkei. 7/22/14 Haist on�fX i °ad G I cresta€lam TX 77550 t 1• l _/411 $2,763,342.00 7/01/14 'ctI-AaJ& 712 le �r• i Ire rSFr. $ 848,034.00 Millwright 9/20/16 Pierre, SD I ].. r Ow',,a, 0102 $2,643,464.00 MLUwri t 9/01/15 OoloWL OK ll Ra6a Engineer $1,008,685.00 MiEwri t 11/13/14 ISardis. OK 1-Lintlsa (1 74119 $2,672.542.00(MillFgrlqrrlon o r Shasta T3 Ci :i:i C 1$1,615,532.00 Mill t I I14[ r t j_h,. A 95988 *If requalifying only show work performed since last statement. .Have you ever failed to complete any work awarded to y'ou? No If so,where and why? f.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? No If so, state the name of the individual, other organization and reason. 7.Ilas ani•officer or owner of your organization ever failed to complete a contract executed in his/her name? No If so,state the name of the individual,name of owner and reason. CITY OF FORT WORTH VILLAGE CREEK WATER RECLA\I:\TIO\FACILrrl' 0045 13-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of S S. In what other lines of business are you financially interested? None 9. Have you ever performed any work for the City? No If so,when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS Steel-Tab, Inc. 430 Crawford street Fitchburg, MA 0142(} Ldnfta Design and Fabrication 1951 Hamburg Ttunpike #24 Lackawa m NY 14218 Amery Welding and Fabrication 455 Griffin Blvd Amery, WI 54001 J&B F4uiPmt may, Inc. 8200 Grand Avenue South, Suite loo Bl ton mN 55420 McNei1us Steel, Inc. 702 2nd Avenue S.E. Dodge Center, M 55927 Master Cut Tool& Die Hwy 160&Boswell Forsyth, MD 65653 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the constriction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY Rick Mollenhoff Vice President 35 P p to runion GoVE Mike Sondm Pro' t Mwvger 15 fracBmiect kbnajzer Andy laaence President 15 — Administration P Rich Tschida Vice President 25 o ion Millwri t Pro'ect LIP o ion Rvan Wi11 Pro`ect Mmmer 17 Millwri ht Project Mamer 13 If any owner, officer, director, or stock-holder of your firm is an employee of the City,or shares the same household with a City employee,please list the name of the City employee and the relationship.In addition, list any City employee who is the spouse,child, or parent of an owner,officer, stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition.This includes foster children or those related by adoption or marriage. None CITY OF FORT NORTH VILLAGE CREEK WATER RECLA%IAT[ON FACILITY 00.15 13-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 3 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If n partnership: Date of Incorporation 2/13/73 State of Organization Charter/File No. 2f 858 Date of organization President Is partnership general, limited,or registered limited Andy L%am ce liability partnership? Vice Presidents Rick Mollenhoff File No.(if Limited Partnership) General Partners/Officers Secretary :Greg Merz Limited Partners(if applicable) Treasurer LEMITED LIABILITY CONIPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles,if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised.Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CIT1'OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY 0043 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 3 14. Equipment S 563,942.48 TOTAL BALANCESHEET ITEM QUANTITY ITEiV1 DESCRIPTION VALUE 1 See Attached Report 2 3 Vehicles and Trailers $381,727.60 4 Shop Equipuent $111,074.29 5 office Equipnnent $ 71,146.59 6 7 s 9 10 11 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL $563,942.48 Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City,Uy allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. 1-1 The equipment list is a representation of equipment under the control of the firm.and which is related to the [vpe of work for which the firm is seekinn qualification. In the description include, the manufacturer, model. and general common description of each. CITY OF FORT WORTH VILLAGE CREEK WATER RL•CLA.IAT[ON FACILITY 0045 13-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAN IT STATE OF Minnesota COUNTY OF Dakota The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information,while this statement is in force,necessary to verify said statement. Rick Mollenhoff , being duly sworn, deposes and says that he/she is the Vice President of Alltech Engineering Co Rhe entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity shoving its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Alltech Engineering Corp Signature: Rick Mollenhoff, ice President Sworn to before me this 23rd day of October 2017 K • TERRI L.BRECHTEL J \ `` / �"`"*°`'t•'�`�1i NpTARY PUBLIC-MINNESOTA My Commission Expires Notary Public January 31,2020 X Notary Public must not be an officer, director,or stockholder or relative thereof. CITY OF FORT WORTH VILLAGE CREEP:WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIF(CATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revisrl Decerrber 20.201'_ CITY PROJECT NO. 1007nr> 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 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. 100766. 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 12 Alltech Engineering Corp By: Andrew Lawrence 13 Company (Please Print) 14 15 2515 Pilot Knob Road Signature: 16 Address 17 18 Mendota Heights, MN 55120 Title: President 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF 10M Minnesota§ 23 24 COUNTY OF TAMXXf Dakota § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 Andrew Lawrence ,known to me to be the person whose name is 28 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as 29 the act and deed of Alltech Engineeirng Corp for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7th day of 33 December ,20_17 34 35 36 37 Notary Public in and for the State of Iazwx Minnesota 38 Terri L. Brechtel 39 END OF SECTION e ■ TERRI L.BRECHTEL 40 NOTARY PUBLIC-MINNESOTA ;ei r1 My Commission Expires x✓ January 31,2020 r , CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 004540-1 Minority Business Enterprise Specifications Pagel of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 [This document is to be printed on "pink"paper in its final form] 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 7 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 11 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 MBE PROJECT GOALS 15 The City's MBE goal on this project is 0%of the total bid value of the contract (Base bid applies to Parks 16 and Community Services). 17 18 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 19 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 20 21 COMPLIANCE TO BID SPECIFICATIONS 22 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 23 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 24 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 25 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 26 3. Good Faith Effort documentation, or; 27 4. Prime Waiver documentation. 28 29 SUBMITTAL OF REOUIRED DOCUMENTATION 30 The applicable documents must be received by the Purchasing Division, within the following times 31 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 32 deliver the MBE documentation in person to the appropriate employee of the purchasing division and 33 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the 34 time allocated. A faxed and/or emailed copy will not be accepted. 35 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second _.._., business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. 36 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 9,2015 CITY PROJECT NO. 100766 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form,if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 7 Any Questions,Please Contact The MIWBE Office at(817)212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 9,2015 CITY PROJECT NO.100766 004541-1 SMALL BUSINESS ENTERPRISE GOAL Pagel of 2 1 SECTION 00 45 41 2 SMALL BUSINESS ENTERPRISE GOAL 3 4 [This document is to be printed on "pink"paper in its final form] 5 APPLICATION OF POLICY 6 If the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is 7 applicable. 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small 11 Business Enterprises (SBE) in the procurement of all goods and services. All requirements and 12 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 13 14 SBE PROJECT GOAL 15 The City's SBE goal on this project is 0%of the base bid (Base bid applies to Parks and Community 16 Services). 17 18 Note: If both MBE and SBE subcontracting goals are established for this project, then an 19 Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed 20 responsive. 21 22 COMPLIANCE TO BID SPECIFICATIONS 23 On City contracts $50,000 or more where a SBE subcontracting goal is applied Offerors are required 24 to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the 25 following: 26 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation,or 27 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation,or 28 3. Good Faith Effort documentation,or; 29 4. Prime Waiver documentation. 30 31 SUBMITTAL OF REQUIRED DOCUMENTATION 32 The applicable documents must be received by the Purchase Division, within the foil o,,%iilg times 33 allocated, in order for the entire bid to be considered responsive to the spccillc-,3tions The Offeror 34 shall deliver the SBE documentation in person to the appropriate employee of the pUrchasing 35 division and obtain a date/time receipt. Such receipt shall be evidence that the City received the 36 doCUrnentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1 Subcontractor Utilization Form,if goat is rt;",v�u au wLra uuaL,�.vv P.YYY., UL,L11%.a%Alullu�,ity business met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business Utilization Form,if participation is less than days after the bid opening date, exclusive of the bid opening statedgoal: date. 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business Utilization Form,if no MBE participation: days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if firm received no later than 2:00 p.m.,on the second City business will perform all subcontracting/supplier work: days after the bid opening date, exclusive of the bid opening date. 37 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 9,2015 CITY PROJECT NO.100766 004541-2 SMALL BUSINESS ENTERPRISE GOAL Page 2 of 2 1 5. Joint Venture Form,if goal is met or received no later than 2:00 p.m.,on the second City business exceeded: days after the bid opening date, exclusive of the bid opening date. 2 3 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE 4 ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO 5 SPECIFICATIONS. 6 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN 7 THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL 8 RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. 9 THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A 10 DISQUALIFICATION PERIOD OF THREE YEARS. 11 Any questions,please contact the M/WBE Office at(817)212-2674 12 13 END OF SECTION CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 9,2015 CITY PROJECT NO.100766 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT,authorized on is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Alltech Engineering Corp 7 authorized to do business in Texas, acting by and through its duly authorized representative, 8 ("Contractor"). 9 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 10 follows: 11 Article 1.WORD 12 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 13 Project identified herein. 14 Article 2.PROJECT 15 The project for which the Work under the Contract Documents may be the whole or only a part is 16 generally described as follows: 17 Villaze Creek Water Reclamation Facility(VCWRF) 18 Headworks Facility Sluice Gate Modifications. 19 Proiect No. 100_ !ob 20 Article 3.CONTRACT TIME 21 3.1 Time is of the essence. 22 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 23 Documents are of the essence to this Contract. 24 3.2 Final Acceptance. 25 The Work will be substantially complete within 330 (three hundred thirty) days after the 26 date when the Contract Time commences to run as provided in Paragraph 2.03 of the 27 General Conditions. 28 The Work will be complete for Final Acceptance within 360 (three hundred sixty) days 29 after the date when the Contract Time commences to run as provided in Paragraph 2.03 of 30 the General Conditions. 31 3.3 Liquidated damages 32 Contractor recognizes that time is of the essence of this Agreement and that City will 33 suffer financial loss if the Work is not completed within the times specified in Paragraph 34 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 35 General Conditions. The Contractor also recognizes the delays, expense and difficulties 36 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 37 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 38 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 39 City Five Hundred Dollars(J500.00)for each day that expires after the time specified in 40 Paragraph 3.2 for Substantial Completion until the City issues the Letter of Substantial 41 Completion in accordance with SC-14.10 of the Supplementary 42 Substantial Completion, if Contractor shall neglect, refuse, co iW,compleettee the � CITY OF FORT WORTH VILLAGE CREE v91AR$A1�i•�C rrY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACIL Y S"C4 1 ,*W ONS Revised January 6,2017 ��jj��jj O 0766 1 — 005243-2 Agreement Page 2 of 5 43 remaining Work for Final Acceptance within 30 (thirty) days from the date of 44 Substantial Completion, or any proper extension thereof granted by the City, Contractor 45 shall pay City Five Hundred Dollars 500.00 for each day that expires after the time 46 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 47 Acceptance. 48 Article 4. CONTRACT PRICE 49 City agrees to pay Contractor for performance of the Work in accordance with the Contract 50 Documents an amount in current funds of One Million Five Hundred Thirty Six Thousand Two Hundred Thirty Nine Dollars 51 ($1,536,239.00 52 Article 5. CONTRACT DOCUMENTS 53 5.1 CONTENTS: 54 A. The Contract Documents which comprise the entire agreement between City and 55 Contractor concerning the Work consist of the following: 56 1. This Agreement. 57 2. Attachments to this Agreement: 58 a. Bid Form 59 1) Proposal Form 60 2) Vendor Compliance to State Law Non-Resident Bidder 61 3) Prequalification Statement 62 4) State and Federal documents(project specific) 63 b. Current Prevailing Wage Rate Table 64 c. Insurance ACORD Form(s) 65 d. Payment Bond 66 e. Performance Bond 67 f. Maintenance Bond 68 g. Power of Attorney for the Bonds 69 h. Worker's Compensation Affidavit 70 i. MBE and/or SBE Commitment Form 71 j. Form 1295 Certification No. 2017-280385 72 3. General Conditions. 73 4. Supplementary Conditions. 74 5. Specifications specifically made a part of the Contract Documents by attachment 75 or, if not attached, as incorporated by reference and described in the Table of 76 Contents of the Project's Contract Documents. 77 6. Drawings. 78 7. Addenda. 79 8. Documentation submitted by Contractor prior to Notice of Award. 80 9. The following which may be delivered or issued after the Effective Date of the 81 Agreement and,if issued,become an incorporated part of the Contract Documents: 82 a. Notice to Proceed. 83 b. Field Orders. 84 c. Change Orders. 85 d. Letter of Substantial Completion. 86 e. Letter of Final Acceptance. 87 88 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 6,2017 CITY PROJECT NO. 100766 005243-3 Agreement Page 3 of 5 89 Article 6. INDEMNIFICATION 90 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 91 expense, the city, its officers, servants and employees, from and against any and all 92 claims arising out of, or alleged to arise out of, the work and services to be performed 93 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 94 under this contract. This indemnification provision is specifically intended to operate 95 and be effective even if it is alleged or proven that all or some of the damages beinE 96 sought were caused,in whole or in part, by any act,omission or negligence of the city. 97 This indemnity provision is intended to include, without limitation, indemnity for 98 costs,expenses and legal fees incurred by the city in defending against such claims and 99 causes of actions. 100 101 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 102 the city,its officers,servants and employees,from and against any and all loss,damage 103 or destruction of property of the city,arising out of,or alleged to arise out of,the work 104 and services to be performed by the contractor, its officers, agents, employees, 105 subcontractors, licensees or invitees under this contract. This indemnification 106 provision is specifically intended to operate and be effective even if it is alleged or 107 proven that all or some of the damages beinE sought were caused, in whole or in part, 108 by any act,omission or negligence of the city. 109 110 Article 7.MISCELLANEOUS 111 7.1 Terms. 112 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 113 have the meanings indicated in the General Conditions. 114 7.2 Assignment of Contract. 115 This Agreement, including all of the Contract Documents may not be assigned by the 116 Contractor without the advanced express written consent of the City. 117 7.3 Successors and Assigns. 118 City and Contractor each binds itself, its partners, successors, assigns and legal 119 representatives to the other party hereto, in respect to all covenants, agreements and 120 obligations contained in the Contract Documents. 121 7.4 Severability. 122 Any provision or part of the Contract Documents held to be unconstitutional, void or 123 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 124 remaining provisions shall continue to be valid and binding upon CITY and 125 CONTRACTOR. 126 7.5 Governing Law and Venue. 127 This Agreement, including all of the Contract Documents is performable in the State of 128 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 129 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 6,2017 CITY PROJECT NO.100766 005243-4 Agreement Page 4 of 5 130 7.6 Other Provisions. 131 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 132 classified, promulgated and set out by the City, a copy of which is attached hereto and 133 made a part hereof the same as if it were copied verbatim herein. 134 7.7 Authority to Sign. 135 Contractor shall attach evidence of authority to sign Agreement, if other than duly 136 authorized signatory of the Contractor. 137 138 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 6,2017 CITY PROJECT NO. 100766 005243-5 Agreement Page 5 of 5 139 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 140 counterparts. 141 142 This Agreement is effective as of the last date signed by the Parties("Effective Date"). 143 Contractor: City of Fort Worth By: By: �� Assistant City Manager (Siature) Date Andrew Lawrence ORT Attest: d (Printed Name) City Se retary !fes (Seal) Title: President tj Address: *. 2515 Pilot Knob Road M&C jCPS Mendota Heights, MN 55120 Date: ►z 1 7-0)Z 418owgs: n --age3gS City/State/Zip: Contract Compliance Manager: 42— /17 By signing, I acknowledge that I am the person I S- responsible for the monitoring and Date administration of this contract,including ensuring all performance and reporting requirements. Printed Name: Title: A ?rowed as T, form and Legality: Douglas lack Assistant City Attorney 144 145 146 APPROVAL RECOMMENDED: 147 148 149 ' 150 D CTOR, 151 152 153 OFFICIAL RECORD CI'T'Y SECRETARY FT.WORTH,TX CITY OF FORT WORTH VILLAGE CREE 11LITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 6,2017 CITY PROJECT NO. 100766 0061 13-1 PERFORMANCE BOND Page l of 2 1 SECTION 00 6113 2 PERFORMANCE BOND Bond No. 30020123 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Alltech Engineering Corp. ,known as 9 "Principal"herein and Continental Casualty Company ,a corporate 10 surety(sureties,if more than one)duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a 12 municipal corporation created pursuant to the laws of Texas,known as"City"herein,in the penal One Million Five Hundred Thirty Six Thousand 13 Sum Of, Two T-Tunrirari Thirtjr Mina anti nnJ1nn__ Dollars 14 ($ 1, 536,239. 00 ), lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 16 ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally, 17 firmly by these presents. 18 WHEREAS,the Principal has entered into a certain written contract with the City 19 awarded the 5th day of December ,20 1_7,which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders,as provided for in said Contract designated as Village Creek Water Reclamation Facility 23 (VCWRF)Headworks Facility Sluice Gate Modifications Project No. 100766. 24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract,according to the plans, 27 specifications,and contract documents therein referred to,and as well during any period of 28 extension of the Contract that may be granted on the part of the City,then this obligation shall be 29 and become null and void,otherwise to remain in full force and effect. 30 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 31 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 32 Worth Division. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 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 7th day of December 6 ,20 17. 7 PRINCIPAL: 8 Alltech Engineering Corp. 9 10 11 BY: 12 Signature 13 ATTES 14 15 16 (Principal)Secrelary Greg Nerz Name and Title Andrew Lawrence, President 17 18 Address: 2515 Pilot Knob Road 19 Mendeta 55120 20 ' 21 22 Witness as to Principal 23 SURETY: 24 Continental Casualty Company 25 26 n- 1 -F 27 BY:28 Signature 29 30 Nicole M. Coty/Attorn 31 Name and Title 32 33 Address: 333 South Wabash Avenue 34 35 Ghieage' 1L 60604 36 37 Witness as to Surety Telephone Number: (312) 822-5284 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. 45 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 0061 14-l PAYMENTBOND Page 1 of 2 1 SECTION 00 6114 2 PAYMENT BOND Bond No. 30020123 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Alltech Engineering Corp. known as 9 "Principal" herein, and Continental Casualty Company , a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 11 "Surety" herein(whether one or more), are held and firmly bounduntothe City of Fort Worth, a 12 municipal corporation created purs�ne Ilion Five I�unh�rec���i ofiffy 5ez fio sannd as"City"herein, 13 in the penal sum Of Two Hundred Thirty Nine and no/100-- Dollars 14 ($ 1,536,239.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County,Texas, for the payment of which sum well and truly be made,we bind ourselves, 16 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these 17 presents: 18 WHEREAS,Principal has entered into a certain written Contract with City, awarded the 19 5th day of December , 20_17__, which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment, 21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 22 said Contract and designated as Village Creek Water Reclamation Facility(VCWRF) Headworks 23 Facility Sluice Gate Modifications Project No. 100766. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended)in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 0061 14-2 PAYMENTBOND 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 7th day of 3 December 20 17, 4 PRINCIPAL: Alltech Engineering Corp. ATTEST: BY: ignature (Principal)Secretary Greg Merz Name and Title Andrew Lawrence, President Address: 2515 Pilot Knob Road Mendota Heights, M1`T 55120 Witness as to Principal SURETY: Continental Casualty Company ATTEST: BY:` Signatur Nicole M. Coty/Attorney-in-Fact (Surety)Secretary Name and Title Address: 333 South Wabash Avenue rh; raqn._ZT, 60604 Witness as to Surety Telephone Number: (312) 822-5284 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 10 The date of the bond shall not be prior to the date the Contract is awarded. I I END OF SECTION 12 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND Bond No. 30020123 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Alltech Engineering Corp. ,known as 9 "Principal"herein and Continental Casualty Company ___.,a corporate surety 10 (sureties, if more than one)duly authorized to do business in the State of Texas,known as 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a 12 municipal corp$ratV Grea ed��rsu�rlt �11e la�yys yQhe Sta�e of Texas,known as "City"herein, ne tlhon lv un re arty r, ousan 13 in the sum of Twn HunrtrPd Thirty Nine anci nn/1nO-- Dollars 14 ($ 1,536,239.00 ),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 5thday of December ,20_17 _,which Contract is hereby 21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 22 materials,equipment labor and other accessories as defined by law,in the prosecution of the 23 Work,including any Work resulting from a duly authorized Change Order(collectively herein, 24 the"Work")as provided for in said contract and designated as Village Creek Water Reclamation 25 Facility(VCWRF)Headworks Facility Sluice Gate Modifications Project No. 100766,and 26 27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans,specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two(2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 31 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 2 NOW THEREFORE,the condition of this obligation is such that if Principal shall 3 remedy any defective Work,for which timely notice was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 5 full force and effect. 6 7 PROVIDED,HOWEVER,if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 13 Tarrant County.Texas or the United States District Court for the Northern District of Texas,Fort 14 Worth Division; and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 7th day of December 3 20 17 . 4 5 PRINCIPAL: 6 Alltech Engineering Corp. 7 8 9 BY: 10 ;J�. Signatur 11 ATTE 12 13 14 (Principal)Secretary Gr4wtqerz Name and Title Andrew Lawrence, President 15 16 Address: 2515 Pilot Knob Road 17 Mendota Heights, MN 55120 18 19 20 Witness as to Principal 21 SURETY: 22 Continental Casualty Company 23 24 25 BY�.-Id 26 Sig re 27 28 Nicole M. Coty/Attorney-in- 29 ATTEST: Name and Title 30 31 Address: 333 South Wabash Avenue 32 (Surety)Secretary Chicago_ IL 60604 33 34 35 Witness as to Surety Telephone Number: (312)822-5284 36 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILrFY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 CORPORATE ACKNOWLEDGMENT STATE OF Minnesota COUNTY OF Dakota On the 7th day of December 2017 before me personally appeared , Andrew Lawrence to me, who being duly sworn, did depose and say: that s/he resides in Mendota Heights that s/he is the President of the Alltech Engineering Corp. the corporation described in and which executed the foregoing instrument; that s/he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corporation; and that s/he signed her/his name thereto by like order. 1 �� TERRI L.13RECHTEL o �C?rf 7C N' y. 7-1 NOTARy Ptjmic.MINNESOTA Notary Public My commission Expires �r es4sy January 31,2020 ACKNOWLEDGMENT OF CORPORATE SURETY STATE OF MINNESOTA COUNTY OF Dakota On the 7th day of December 2017 before me personally appeared, Nicole M. Cott/ to me known,who being duly sworn, did say: that s/he resides in Minnesota that s/he is the aforesaid officer or attorney in fact of Continental Casualty Company a corporation, that the seat affixed to the foregoing instrument is the corporate seal of said corporation; and that said instrument as signed and sealed on behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act and de ' of said corporation,. (SEAL) �� �•'z.�� Notary ublic a MARIE RuvvAN afy Public , �� Niinrtesola 31 2020 iay omtnlsionexAtas.ianua POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hanford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies'),are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Litton E S Field Jr,Nicole M Coty,Patricia M Rowan,Individually of Mendota Heights,MN,their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby rarified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 26th day of September,2016. C �<T 1N5URq ,vanr oe Continental Casualty Company National Fire Insurance Company of Hartford F cORPORA*F S� 0 01"OW, American Cas lty Company of Reading,Pennsylvania Z $ IDLY 71. o� SEAL Trf 19n 1897 � HARTF� � ' t Paul T.Bruflat Vice President State of South Dakota,County of Minnehaha,ss: On this 26th day of September,2016,before me personally came Paul T.Bruflat to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. J.MOHR SSOUIX d1KOTAOrA11 MWA S �/B My Commission Expires June 23,2021 J.Mohr 47 Notary Public CERTIFICATE I,D.Bult,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the rev hereof 1s still in force. testimonywhereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this :�day of 40-h fl GAS tJ.i�l 04suR4Continental Casualty Company SOF ha4°1 `"r oa National Fire Insurance Company of Hartford 00twopA*e S 11,949M Eo American Casualty Company of Reading,Pennsylvania Z ' ;; IDLY 11, 4v SEAL < " 1902 1 lag'? HAR 1F • D.Bult Assistant Secretary Form F6853-4/2012 Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers') to execute various policies,bonds,undertakings and other obligatory instruments of Ike nature;and Whereas,from time to time,the signature of the Authorized Officer;,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures');Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers'l to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,`Electronic Signatures');Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading,Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers')to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,`Electronic Signatures');Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................l 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 SPECIFICATION DOCUMENTS Revision:Febway2,2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager ............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work;Allowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 -Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1 –DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the tern shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuacy2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations, or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and(ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims - A demand for money or services arising from the Project or Site from a third party,City or Contractor exclusive of a Contract Claim. 26. Day or day–A day,unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation – The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services – The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development – The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works – The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department– The officially appointed Director of the Water Department of the City of Fort Worth, Texas,or his duly appointed representative,assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work – Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FelRuary2,2016 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item –An Item of work included in the Contract Documents that has a total cost equal to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53. Project Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.)as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and'used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febngry2,2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water,other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.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 SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 0072 00-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty,or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felnnazy2,2016 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications,Codes,Laws, and Regulations L Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations,whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work. Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 10 of 6: 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1 have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmacy Z 2016 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations,opinions,or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FdmiaryZ 2016 00 72 00-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.- 1. ndicated.1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members,partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuazy 2,2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data,interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniazy2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febngffy2,2016 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1 claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feb uazy2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests)as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier,except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febn=y2,2016 00 72 00-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole;and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuazy2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales,maintenance,repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Feh=yZ 2016 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract,unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance(as amended)by the following: 1, Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felnuazy2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felnuffiy2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnwy2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuacy2,2016 00--100 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007 Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1 Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxfonns/93-fonns.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: L Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuazy2,2016 00 72 00-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary 2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work,or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy Z 2016 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuffy2,2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuaty Z 2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuaty2,2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 0072 00-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbnmy 2,2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Per Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felmiazy2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febna ry Z 2016 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. Cn Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FdxuaryZ 2016 00 72 00-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included. The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.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 SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 00 72 00-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.I or specifically covered by Paragraph 11.0I.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 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnr8yy2,2016 00 72 00-1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniary2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.8.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee;or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.01.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 11.0l.A.4 and 11.0l.A.5,the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0I.A.6, and 11.013; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any,which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuffiy Z 2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febwacy2,2016 00 72 00-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure,observation, inspection,testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnary 2,2016 007200-I GENERAL CONDITIONS Page 50 of 63 Subcontractor. any Supplier,any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1, repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febuazy2,2016 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FdmiaryZ 2016 00 72 00-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februmy2,2016 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felmiazy2,2016 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1 Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: I. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages,will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felxuazy2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time,directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe1Rua<y 2,2016 00 72 00-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. I. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FdxuazyZ 2016 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 00 72 00-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case,Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.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 SPECIFICATION DOCUMENTS Revision:Febngary2,2016 00 72 00-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if. 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last-day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy 2,2016 00 72 00-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febniazy2,2016 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions,unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-1.01,"Defined Terms" 25 26 Add Definition: 27 Substantial Completion—The date at which the Work(or a specified part thereof)has 28 progressed to the point where,in the opinion of the City,the Work(or a specified part 29 thereof)is sufficiently complete,in accordance with the Agreement and all Contract 30 Documents,so that the Work(or a specified part thereof)can be utilized for the purposes for 31 which it is intended. The terms"substantially complete"and"substantially completed"as 32 applied to all or part of the Work refer to Substantial Completion thereof. 33 34 SC-3.03B.2,"Resolving Discrepancies" 35 36 Plans govern over Specifications. 37 38 SC-4.01A 39 40 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 41 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 42 Contract Drawings. 43 44 SC-4.01A.1.,"Availability of Lands" 45 46 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of 47 September 7,2017: 48 49 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 22,2016 CITY PROJECT NO.100766 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 1 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 2 and do not bind the City. 3 4 If Contractor considers the final easements provided to differ materially from the representations on the 5 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 6 notify City in writing associated with the differing easement line locations. 7 8 9 SC-4.01A.2,"Availability of Lands" 10 11 Utilities or obstructions to be removed,adjusted,and/or relocated 12 13 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 14 as of September 7,2017: 15 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 16 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 17 and do not bind the City. 18 19 SC4.02A.,"Subsurface and Physical Conditions" 20 21 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 22 23 NONE 24 25 The following are drawings of physical conditions in or relating to existing surface and subsurface 26 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 27 28 NONE 29 30 SC-4.06A.,"Hazardous Environmental Conditions at Site" 31 32 The following are reports and drawings of existing hazardous environmental conditions known to the City: 33 34 NONE 35 36 SC-5.03A.,"Certificates of Insurance" 37 38 The entities listed below are"additional insureds as their interest may appear"including their respective 39 officers,directors,agents and employees. 40 41 (1) City 42 (2) Consultant: JQ Infrastructure,LLC 43 (3) Other: NONE 44 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 22,2016 CITY PROJECT NO.100766 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 SC-5.04A.,"Contractor's Insurance" 2 3 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 4 coverages for not less than the following amounts or greater where required by laws and regulations: 5 6 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 7 8 Statutory limits 9 Employer's liability 10 $100,000 each accident/occurrence 11 $100,000 Disease-each employee 12 $500,000 Disease-policy limit 13 14 SC-5.04B.,"Contractor's Insurance" 15 16 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 17 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 18 minimum limits of: 19 20 $1,000,000 each occurrence 21 $2,000,000 aggregate limit 22 23 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 24 General Aggregate Limits apply separately to each job site. 25 26 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 27 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 28 29 SC 5.04C.,"Contractor's Insurance" 30 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 31 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 32 33 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 34 defined as autos owned,hired and non-owned. 35 36 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 37 least: 38 39 $250,000 Bodily Injury per person 1 40 $500,000 Bodily Injury per accident/ 41 $100,000 Property Damage 42 43 SC-5.04D.,"Contractor's Insurance" 44 45 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 46 material deliveries to cross railroad properties and tracks:NONE. 47 48 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 49 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 50 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 51 Entry Agreement"with the particular railroad company or companies involved,and to this end the 52 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 53 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 54 to the Contractor's use of private and/or construction access roads crossing said railroad company's 55 properties. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 22,2016 CITY PROJECT NO. 100766 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 2 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 3 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 4 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 5 occupy,or touch railroad property: 6 7 (1) General Aggregate: 8 9 (2) Each Occurrence: 10 11 Required for this Contract X Not required for this Contract 12 13 14 With respect to the above outlined insurance requirements,the following shall govern: 15 16 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 17 the name of the railroad company. However, if more than one grade separation or at-grade 18 crossing is affected by the Project at entirely separate locations on the line or lines of the same 19 railroad company, separate coverage may be required,each in the amount stated above. 20 21 2. Where more than one railroad company is operating on the same right-of-way or where several 22 railroad companies are involved and operated on their own separate rights-of-way,the Contractor 23 may be required to provide separate insurance policies in the name of each railroad company. 24 25 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 26 railroad company's right-of-way at a location entirely separate from the grade separation or at- 27 grade crossing,insurance coverage for this work must be included in the policy covering the grade 28 separation. 29 30 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 31 way,all such other work may be covered in a single policy for that railroad, even though the work 32 may be at two or more separate locations. 33 34 No work or activities on a railroad company's property to be performed by the Contractor shall be 35 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 36 for each railroad company named,as required above. All such insurance must be approved by the City and 37 each affected Railroad Company prior to the Contractor's beginning work. 38 39 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 40 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 41 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 42 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 43 railroad company operating over tracks involved in the Project. 44 45 SC-6.04.,"Project Schedule" 46 47 Project schedule shall be tier 3 for the project. 48 49 SC-6.07.,"Wage Rates" 50 51 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 52 Appendixes: 53 54 2013 PREVAILING WAGE RATES(Heavy and Highway Construction Projects) 55 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 22,2016 CITY PROJECT NO.100766 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 SC-6.09.,"Permits and Utilities" 2 3 SC-6.09A.,"Contractor obtained permits and licenses" 4 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 5 6 NONE 7 8 SC-6.09B."City obtained permits and licenses" 9 The following are known permits and/or licenses required by the Contract to be acquired by the City: 10 11 NONE 12 13 14 SC-6.09C."Outstanding permits and licenses" 15 16 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of 17 September 7,2017: 18 19 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 20 21 SC-7.02.,"Coordination" 22 23 The individuals or entities listed below have contracts with the City for the performance of other work at 24 the Site: 25 Vendor Sco a of Work Coordination Authority NONE 26 27 28 SC-8.01,"Communications to Contractor" 29 30 NONE 31 32 SC-9.01.,"City's Project Manager" 33 34 The City's Project Manager for this Contract is Farida Goderya,P.E.,or his/her successor pursuant to 35 written notification from the Water Director. 36 37 SC-13.03C.,"Tests and Inspections" 38 39 NONE 40 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 22,2016 CITY PROJECT NO. 100766 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 SC-14.10,"Substantial Completion" 2 3 Add the following Section as follows: 4 5 14.10 Substantial Completion 6 A. When Contractor considers the entire Work sufficiently complete,in accordance with the 7 Contract Documents and this Agreement,such that the City may implement or use the 8 Work for its intended purpose,Contractor shall notify the City in writing that the entire 9 Work is substantially complete and request that the City issue a letter of Substantial 10 Completion. Contractor shall at the same time submit to the City an initial draft punch 11 list to be completed or corrected before final acceptance. 12 B. Promptly after Contractor's notification,City and Contractor shall make an inspection of 13 the Work to determine the status of completion. If City does not consider the Work 14 substantially complete,City will notify Contractor in writing giving the reasons therefore. 15 C. If City considers the Work substantially complete,City will deliver to Contractor a letter 16 of Substantial Completion which shall fix the date of Substantial Completion. There shall 17 be attached to the Letter of Substantial Completion a list of items to be completed or 18 corrected before Final Acceptance. 19 D. At the time of receipt of the letter of Substantial Completion,City and Contractor will 20 confer regarding City's use or occupancy of the Work following Substantial Completion. 21 All surety and insurance shall remain in effect until Final Payment. 22 E. After Substantial Completion,the Contractor shall promptly begin work on the punch list 23 of items to be completed or corrected prior to Final Acceptance. In appropriate cases, 24 Contractor may submit monthly Applications for Payment for completed punch list items, 25 following the progress payment procedures set forth herein. 26 27 SC-16.01C.1,"Methods and Procedures" 28 29 NONE 30 31 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F.Griffin SC-9.01.,"City's Project Representative"wording changed to City's Project Manager. 8/15/2017 F.Goderya Added SC-1.01.,and 14.10.,"Substantial Completion" CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised January 22,2016 CITY PROJECT NO. 100766 011100-1 SUMMARY OF WORK Page 1 of 4 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1 9 2. Added 1.2.A.2 10 3. Added 1.4.A.2 &3 11 4. Modified 1.4.B.1 12 5. Added 1 A.B.2 13 6. Added 1.4.0 14 7. Added 1 A.D.3 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. Unit Price-Work associated with this Item is considered subsidiary to the various 21 items bid. No separate payment will be allowed for this Item. 22 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 23 price. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Work Covered by Contract Documents 27 1 Work is to include furnishing all labor,materials,and equipment,and performing 28 all Work necessary for this construction project as detailed in the Drawings and 29 Specifications. 30 2. Work consists of the modification of thirty-one(3 1)existing gates that have non- 31 rising stems into gates with rising stems,and includes any and all work necessary to 32 accomplish said modification, including but not limited to; installing new lift 33 and/or thrust nuts,installing new gate stems, installing or repositioning of existing 34 and/or new stem supports,modifying existing operators with new lift/drive nuts, 35 installing new operators,removing existing stems and supports,repairing concrete 36 surfaces and linings,modifying existing catwalks for stem clearance,and electrical 37 work as required for operators. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 011100-2 SUMMARY OF WORK Page 2 of 4 1 3. Thirty(30)gates are in the Headworks Facility. One(1)gate is in Box EEE, 2 approximately 270 feet north of the Headworks Facility. 3 B. Subsidiary Work 4 1. Unit Price Bid-Any and all Work specifically governed by documentary 5 requirements for the project,such as conditions imposed by the Drawings or 6 Contract Documents in which no specific item for bid has been provided for in the 7 Proposal and the item is not a typical unit bid item included on the standard bid 8 item list,then the item shall be considered as a subsidiary item of Work,the cost of 9 which shall be included in the price bid in the Proposal for various bid items. 10 2. Lump Sum Price—Any and all Work specifically governed by documentary 11 requirements for the project,such as conditions imposed by the Drawings or 12 Contract Documents are included in the total lump sum price bid. 13 C. Examination of Site 14 1. Bidder shall visit the site to compare drawings and specifications with any work in 15 place and observe all site conditions,including other work, if any,is being 16 performed. Failure to visit the site shall not relieve the Contractor from the 17 necessity of furnishing materials or performing work required to complete work in 18 accordance with the Contract Documents. 19 D. Use of Premises 20 1. Coordinate uses of premises under direction of the City. 21 2. Assume full responsibility for protection and safekeeping of materials and 22 equipment stored on the Site. 23 3. Partial Owner Occupancy 24 a. The City reserves the right to take possession of completed or partially 25 completed portions of the work regardless of the level of completion of the 26 Project,providing it does not interfere with the Contractor's work. Such 27 possession or use of the work shall not be construed as final acceptance of the 28 Project or any portion thereof. 29 b. Owner will occupy the premises during entire construction period,except for 30 areas under construction. Cooperate with Owner during construction 31 operations to minimize conflicts and facilitate Owner usage. Perform the Work 32 so as not to interfere with Owner's operations. 33 c. Contractor shall have limited use of premises for construction operations as 34 indicated on Drawings. 35 d. Limit use of premises to work areas indicated. Do not disturb portions of 36 Project site beyond areas in which the Work is indicated 37 4. Use and occupy only portions of the public streets and alleys, or other public places 38 or other rights-of-way as provided for in the ordinances of the City, as shown in the 39 Contract Documents, or as may be specifically authorized in writing by the City. 40 a. A reasonable amount of tools,materials,and equipment for construction 41 purposes may be stored in such space,but no more than is necessary to avoid 42 delay in the construction operations. 43 b. Excavated and waste materials shall be stored in such a way as not to interfere 44 with the use of spaces that may be designated to be left free and unobstructed 45 and so as not to inconvenience occupants of adjacent property. 46 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 47 manner as not to interfere with the operation of the railroad. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 011100-3 SUMMARY OF WORK Page 3 of 4 1 1) All Work shall be in accordance with railroad requirements set forth in 2 Division 0 as well as the railroad permit. 3 E. Work within Easements 4 1. Do not enter upon private property for any purpose without having previously 5 obtained permission from the owner of such property. 6 2. Do not store equipment or material on private property unless and until the 7 specified approval of the property owner has been secured in writing by the 8 Contractor and a copy furnished to the City. 9 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 10 obstructions which must be removed to make possible proper prosecution of the 11 Work as a part of the project construction operations. 12 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants, 13 lawns,fences,culverts,curbing, and all other types of structures or improvements, 14 to all water, sewer, and gas lines,to all conduits, overhead pole lines,or 15 appurtenances thereof,including the construction of temporary fences and to all 16 other public or private property adjacent to the Work. 17 5. Notify the proper representatives of the owners or occupants of the public or private 18 lands of interest in lands which might be affected by the Work. 19 a. Such notice shall be made at least 48 hours in advance of the beginning of the 20 Work. 21 b. Notices shall be applicable to both public and private utility companies and any 22 corporation,company, individual, or other,either as owners or occupants, 23 whose land or interest in land might be affected by the Work. 24 c. Be responsible for all damage or injury to property of any character resulting 25 from any act,omission,neglect, or misconduct in the manner or method or 26 execution of the Work,or at any time due to defective work,material,or 27 equipment. 28 6. Fence 29 a. Restore all fences encountered and removed during construction of the Project 30 to the original or a better than original condition. 31 b. Erect temporary fencing in place of the fencing removed whenever the Work is 32 not in progress and when the site is vacated overnight, and/or at all times to 33 provide site security. 34 c. The cost for all fence work within easements,including removal,temporary 35 closures and replacement, shall be subsidiary to the various items bid in the 36 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 011100-4 SUMMARY OF WORK Page 4 of 4 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 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 01 1216-1 CONSTRUCTION SEQUENCE Page 1 of 4 1 SECTION 01 12 16 2 CONSTRUCTION SEQUENCE 3 PART1 - GENERAL 4 1.1 GENERAL REQUIREMENTS 5 A. The intent of construction phasing as specified herein and as shown on the Drawings is 6 to maintain the maximum possible level of transmission and distribution of flow 7 throughout the construction process,and to facilitate coordination of the Work to ensure 8 sufficient treatment capacity is available at all times.All tasks of the phased 9 construction schedule necessary to maintain the highest possible level of transmission 10 and distribution,whether described herein or not,are the responsibility of the 11 Contractor. 12 B. The work specified herein and any other work required by the Engineer which may 13 interrupt the normal operations shall be accomplished at times that will be convenient to 14 the City. The Contractor shall plan to work overtime if needed to complete construction 15 of the project and shall make no claims for extra compensation for overtime work 16 required to conform to these requirements. The Contractor shall notify the Engineer and 17 City in writing at least 7 days prior to construction requiring shutdown of the Plant 18 facilities. Contractor is required to submit City furnished Shut Down Form and get 19 written approval of requested shutdown prior to commencing any work. 20 C. Shutdowns must be scheduled to create minimum interference with normal plant 21 operation. Before attempting construction of critical work or tie-ins,meet with Engineer 22 to develop a satisfactory construction procedure which will result in minimum 23 shutdown time for those units involved. During shutdown periods,employ a full crew 24 on a 24-hour schedule if necessary and employ additional work crews as necessary to 25 complete the work within the required time. 26 D. All scheduled shutdowns must be submitted in writing to the City at least 7 calendar 27 days prior, and no work may begin until approval has been granted by the City and the 28 Engineer. High flow conditions(above 255 MGD instantaneous calculated influent 29 flow)or equipment outages may require the rescheduling of an approved shutdown. 30 Any cost associated with rescheduling will be borne by the Contractor,at no additional 31 cost to the City. Have all tools,equipment,materials,labor,etc. including backup units, 32 on hand prior to performing work requiring shutdown. 33 E. All operations of existing facilities shall be performed by Village Creek Water 34 Reclamation Facility(VCWRF)personnel, coordinated through the Engineer by the 35 Contractor. 36 37 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 38 1.3 REFERENCES [NOT USED] 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 40 1.5 SUBMITTALS [NOT USED] CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS September 22,2017 CITY PROJECT NO. 100766 01 12 16-2 CONSTRUCTION SEQUENCE Page 2 of 4 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 6 1.11 SITE CONDITIONS 7 A. The VCWRF is currently operating at approximately 130 MGD average daily flow 8 (adf). Approximately 80%of this flow comes from the west and passes through the 9 Headworks Facility. Flow varies throughout the day,following a diurnal curve that is 10 highest near midnight and lowest in the late morning. On an average day,the flow into 11 the Headworks would vary from above 130 MGD at midnight to below 80 MGD in the 12 late morning. 13 B. Various interconnections within the plant will depend on closure of various gates and 14 valves. Many of these valves and gates may not seal properly. Do not operate gates or 15 valves. Coordinate with City so that plant staff will close or open the necessary valves 16 and gates at the plant. Provide any corrective measure or temporary facilities necessary 17 to attain the shut-off needed to perform the work at no additional cost to the City and 18 without interrupting plant operation. 19 C. The Contractor shall maintain continuous access to the sites and present operations. 20 D. In the event that underground piping or utilities are encountered which are not shown 21 on the Drawings, such piping or utilities shall not be disturbed without prior approval of 22 the Engineer. 23 E. Maintain streets used for construction operation in a reasonably clean condition. 24 Weekly street cleaning, scraping and sweeping is required. 25 F. Do not utilize streets for storage of materials except for pipe laying operation,in which 26 case temporary staging for excavated materials,pipe building,and embedment 27 materials will be allowed during active pipe laying periods. One traffic lane must be 28 kept open in these temporary staging areas. Staging areas shall be so located as to allow 29 plant operations to be maintained. Gutters and drainage areas shall be kept clear of 30 construction materials at all times. 31 G. Street closings and lane closures shall be coordinated with the plant. Other construction 32 contracts will require coordination of street closings. The period of time that streets are 33 closed shall be limited to the minimum time reasonably possible. Vehicular access to all 34 process facilities shall be maintained. 35 36 1.12 SEQUENCING REQUIREMENTS, SHUT-DOWN CONSTRAINTS,AND 37 PROJECT WORK EFFORTS 38 A. The construction schedule shall be developed and implemented to minimize shutdowns 39 of the facilities. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS September 22,2017 CITY PROJECT NO.100766 01 1216-3 CONSTRUCTION SEQUENCE Page 3 of 4 1 B. The following construction sequencing issues,critical tie-ins,shut-downs and other 2 considerations shall be taken into account by Contractor in development of the 3 construction schedule. These items are presented to assist the Contractor and are not all 4 inclusive. 5 1. General Sequencing Requirements and Shut-Down Constraints/Limitations 6 a. One coarse screen at the Headworks Facility must be operational at all times for 7 work to proceed. 8 b. The maximum flow screened in the Headworks Facility is 175 MGD if two fine 9 screens are in service. 10 c. Proposed Isolation Sequence in Drawings can be changed but must be approved 11 by Engineer and City. 12 d. Contractor to work on not more than three gates at a time. Pairs of gates 13 serving individual channels must be worked on at the same time. The pair must 14 be completely functional before modification of another pair may begin. 15 e. In general,gates waiting for modification will be left in the open position if 16 currently open,unless shown closed for isolation. 17 f. Flow greater than 175 MGD shall require pull out of all channels so the Facility 18 may be completely open. 19 2. Stop logs will be provided by the City. Contractor shall be responsible for 20 installing stop logs and achieving shut out of flow. The City will be available for 21 assistance. 22 3. It is possible that all existing gates may not operate,or may operate once and 23 become stuck in either the open or closed position. Contractor shall be prepared to 24 raise or lower a gate as required for isolations,modifications,or to fully open the 25 Facility to accommodate high flow if the existing operator fails to work. Shop 26 drawings indicate gates were supplied with lifting lugs. Contractor shall verify 27 existence and capacity to his satisfaction prior to beginning any work. Contractor 28 shall provide crane or other methods to raise or lower gates that do not operate. 29 4. Existing gates required for isolation may not seal water tight. Contractor shall be 30 prepared to either repair and/or adjust gate to reduce leakage, or provide additional 31 pumping capacity to keep work area dry. 32 5. Contractor shall be responsible for providing and maintaining a dry and clean work 33 area. Contractor shall pump down the isolated area(s),remove and dispose of 34 materials when needed to provide clean work area(s). Provide dewatering/pumping 35 as required to maintain work area in a clean and safe condition. 36 37 1.13 WARRANTY [NOT USED] 38 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS September 22,2017 CITY PROJECT NO. 100766 011216-4 CONSTRUCTION SEQUENCE Page 4 of 4 Il 2 PART 2- PRODUCTS [NOT USED] 3 PART 3- EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS September 22,2017 CITY PROJECT NO.100766 012500-1 SUBSTITUTION PROCEDURES Pagel of 5 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. Modified 1.2.A.1 16 2. Added 1.2.A.2 17 C. Related Specification Sections include,but are not necessarily limited to: 18 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 —General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Unit Price-Work associated with this Item is considered subsidiary to the various 23 items bid. No separate payment will be allowed for this Item. 24 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 25 price. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Request for Substitution-General 29 1. Within 30 days after award of Contract(unless noted otherwise),the City will 30 consider formal requests from Contractor for substitution of products in place of 31 those specified. 32 2. Certain types of equipment and kinds of material are described in Specifications by 33 means of references to names of manufacturers and vendors,trade names, or 34 catalog numbers. 35 a. When this method of specifying is used,it is not intended to exclude from 36 consideration other products bearing other manufacturer's or vendor's names, 37 trade names,or catalog numbers,provided said products are"or-equals," as 38 determined by City. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 012500-2 SUBSTITUTION PROCEDURES Page 2 of 5 1 3. Other types of equipment and kinds of material may be acceptable substitutions 2 under the following conditions: 3 a. Or-equals are unavailable due to strike,discontinued production of products 4 meeting specified requirements,or other factors beyond control of Contractor; 5 or, 6 b. Contractor proposes a cost and/or time reduction incentive to the City. 7 1.5 SUBMITTALS 8 A. See Request for Substitution Form(attached) 9 B. Procedure for Requesting Substitution 10 1. Substitution shall be considered only: 11 a. After award of Contract 12 b. Under the conditions stated herein 13 2. Submit 3 copies of each written request for substitution,including: 14 a. Documentation 15 1) Complete data substantiating compliance of proposed substitution with 16 Contract Documents 17 2) Data relating to changes in construction schedule,when a reduction is 18 proposed 19 3) Data relating to changes in cost 20 b. For products 21 1) Product identification 22 a) Manufacturer's name 23 b) Telephone number and representative contact name 24 c) Specification Section or Drawing reference of originally specified 25 product,including discrete name or tag number assigned to original 26 product in the Contract Documents 27 2) Manufacturer's literature clearly marked to show compliance of proposed 28 product with Contract Documents 29 3) Itemized comparison of original and proposed product addressing product 30 characteristics including,but not necessarily limited to: 31 a) Size 32 b) Composition or materials of construction 33 c) Weight 34 d) Electrical or mechanical requirements 35 4) Product experience 36 a) Location of past projects utilizing product 37 b) Name and telephone number of persons associated with referenced 38 projects knowledgeable concerning proposed product 39 c) Available field data and reports associated with proposed product 40 5) Samples 41 a) Provide at request of City. 42 b) Samples become the property of the City. 43 c. For construction methods: 44 1) Detailed description of proposed method 45 2) Illustration drawings 46 C. Approval or Rejection 47 1. Written approval or rejection of substitution given by the City CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 012500-3 SUBSTITUTION PROCEDURES Page 3 of 5 1 2. City reserves the right to require proposed product to comply with color and pattern 2 of specified product if necessary to secure design intent. 3 3. In the event the substitution is approved,the resulting cost and/or time reduction 4 will be documented by Change Order in accordance with the General Conditions. 5 4. No additional contract time will be given for substitution. 6 5. Substitution will be rejected if- 7 f7 a. Submittal is not through the Contractor with his stamp of approval 8 b. Request is not made in accordance with this Specification Section 9 c. In the City's opinion,acceptance will require substantial revision of the original 10 design 11 d. In the City's opinion, substitution will not perform adequately the function 12 consistent with the design intent 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. In making request for substitution or in using an approved product,the Contractor 18 represents that the Contractor: 19 1. Has investigated proposed product, and has determined that it is adequate or 20 superior in all respects to that specified, and that it will perform function for which 21 it is intended 22 2. Will provide same guarantee for substitute item as for product specified 23 3. Will coordinate installation of accepted substitution into Work,to include building 24 modifications if necessary,making such changes as may be required for Work to be 25 complete in all respects 26 4. Waives all claims for additional costs related to substitution which subsequently 27 arise 28 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 PART 3 - EXECUTION [NOT USED] 33 END OF SECTION 34 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 012500-4 SUBSTITUTION PROCEDURES Page 4 of 5 1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 012500-5 SUBSTITUTION PROCEDURES Page 5 of 5 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 rime? 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 VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 012973-1 SCHEDULE OF VALUES Pagel of 3 1 SECTION 0129 73 2 SCHEDULE OF VALUES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation and submittal of the Schedule of Values. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Not Applicable. 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 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Unit Price-Work associated with this Item is considered subsidiary to various 16 Items bid. No separate payment will be allowed for this Item 17 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 18 price. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Contractor shall develop and submit to the City for approval a schedule of values for 22 the project. 23 B. Each partial payment request by the Contractor shall include the approved schedule of 24 values,modified to indicate the total quantity and price of the work completed to the 25 date of the request.After acceptance of the Schedule of Values Submittal,no 26 modifications will be made to the schedule of values,except as required by approved 27 change orders. 28 C. In so far as possible,total quantities and unit prices shall be shown for all items of 29 work, separating for each item the materials and labor and such other sub-items as the 30 Contractor may desire. "Lump sum", "miscellaneous",and other such general entries in 31 the schedule shall be avoided whenever possible. Such items as Bond premiums, 32 insurance,temporary facilities and equipment storage may be listed separately in the 33 schedule of values,provided the costs can be substantiated. Overhead and profit shall 34 not be listed as separate items. Breakdown cost to list major products or operations for 35 each line item which has an installed value of more than$5,000.00. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 012973-2 SCHEDULE OF VALUES Page 2 of 3 1 D. The sum of the items listed on the schedule of values shall equal the contract lump sum 2 price. The value for mobilization costs list in the Schedule of Value shall not exceed 3% 3 of the total contract price.No additional payment will be allowed if the quantities 4 shown on the schedule are less than those actually required to accomplish the work, 5 unless the quantities are altered by a change order. 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. 8 B. Within ten(10) calendar days after the execution of the Agreement,the Contractor shall 9 submit to the City in triplicate a tentative schedule of values(a breakdown of each lump 10 sum bid)which in turn shall be used to determine partial payment estimates and may be 11 used to verify costs of credits,change orders,etc. 12 1. The tentative schedule of values will be reviewed by the City to determine whether, 13 in the City's judgment,the schedule of values is of sufficient detail and if the prices 14 included are"unbalanced" or"front-end loaded", in an effort to inflate the prices of 15 those items of work to be completed in the early stages of the work. 16 2. The City will provide the Contractor with comments and/or may request additional 17 information from the Contractor to justify certain item quantities and prices 18 therefore. On the basis of the City's comments,the Contractor shall revise and 19 resubmit the tentative schedule for further review and/or approval. 20 3. Once the tentative schedule is accepted by the City,it shall become the schedule of 21 values to be used in determining partial payment estimates.Ten(10)copies of this 22 schedule shall be submitted to the City for distribution and use. 23 4. No partial payment request(including the first) shall be approved until the schedule 24 of values has been approved by the City 25 C. Within twenty(20)calendar days after the execution of the Agreement,prepare and 26 submit to the City a chart forecasting the monthly partial payment amounts that are 27 anticipated for this project. During progress of the job,mark this chart to show actual 28 payments to date and revise the forecast of payments as necessary and submit the 29 revised chart to the City monthly. 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] 35 1.11 FIELD [SITE] CONDITIONS [NOT USED] 36 1.12 WARRANTY [NOT USED] 37 38 VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 012973-3 SCHEDULE OF VALUES Page 3 of 3 1 PART 2- PRODUCTS [NOT USED] 2 3 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1 10 2. Added 1.2.A.2 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. Unit Price-Work associated with this Item is considered subsidiary to the various 17 items bid. No separate payment will be allowed for this Item. 18 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 19 price. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Attend preconstruction meeting. 24 2. Representatives of Contractor,subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meeting administered by City may be tape recorded. 27 a. If recorded,tapes will be used to prepare minutes and retained by City for 28 future reference. 29 B. Preconstruction Meeting 30 1. A preconstruction meeting will be held within 14 days after the execution of the 31 Agreement and before Work is started. 32 a. The meeting will be scheduled and administered by the City. 33 2. The Project Representative will preside at the meeting,prepare the notes of the 34 meeting and distribute copies of same to all participants who so request by fully 35 completing the attendance form to be circulated at the beginning of the meeting. 36 3. Attendance shall include: 37 a. Project Representative 38 b. Contractor's project manager CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised August 17,2012 CITY PROJECT NO.100766 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 c. Contractor's superintendent 2 d. Any subcontractor or supplier representatives whom the Contractor may desire 3 to invite or the City may request 4 e. Other City representatives 5 f. Others as appropriate 6 4. Construction Schedule 7 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 8 provide at Preconstruction Meeting. 9 b. City will notify Contractor of any schedule changes upon Notice of 10 Preconstruction Meeting. 11 5. Preliminary Agenda may include: 12 a. Introduction of Project Personnel 13 b. General Description of Project 14 c. Status of right-of-way,utility clearances,easements or other pertinent permits 15 d. Contractor's work plan and schedule 16 e. Contract Time 17 f. Notice to Proceed 18 g. Construction Staking 19 h. Progress Payments 20 i. Extra Work and Change Order Procedures 21 j. Field Orders 22 k. Disposal Site Letter for Waste Material 23 1. Insurance Renewals 24 in. Payroll Certification 25 n. Material Certifications and Quality Control Testing 26 o. Public Safety and Convenience 27 p. Documentation of Pre-Construction Conditions 28 q. Weekend Work Notification 29 r. Legal Holidays 30 s. Trench Safety Plans 31 t. Confined Space Entry Standards 32 u. Coordination with the City's representative for operations of existing water 33 systems 34 v. Storm Water Pollution Prevention Plan 35 w. Coordination with other Contractors 36 x. Early Warning System 37 y. Contractor Evaluation 38 z. Special Conditions applicable to the project 39 aa. Damages Claims 40 bb. Submittal Procedures 41 cc. Substitution Procedures 42 dd. Correspondence Routing 43 ee. Record Drawings 44 ff. Temporary construction facilities 45 gg. M/WBE or MBE/SBE procedures 46 hh. Final Acceptance 47 ii. Final Payment 48 jj. Questions or Comments CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised August 17,2012 CITY PROJECT NO.100766 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] w 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised August 17„2012 CITY PROJECT NO. 100766 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 1. Modified 1.2.A.1 12 2. Added 1.2.A.2 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, Unit Price-Work associated with this Item is considered subsidiary to the various 19 items bid. No separate payment will be allowed for this Item. 20 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 21 price. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination 25 1. Schedule,attend and administer as specified,periodic progress meetings,and 26 specially called meetings throughout progress of the Work. 27 2. Representatives of Contractor, subcontractors and suppliers attending meetings 28 shall be qualified and authorized to act on behalf of the entity each represents. 29 3. Meetings administered by City may be tape recorded. 30 a. If recorded,tapes will be used to prepare minutes and retained by City for 31 future reference. 32 4. Meetings, in addition to those specified in this Section,may be held when requested 33 by the City, Engineer or Contractor. 34 B. Pre-Construction Neighborhood Meeting 35 1. After the execution of the Agreement,but before construction is allowed to begin, 36 attend I Public Meeting with affected residents to: 37 a. Present projected schedule,including construction start date 38 b. Answer any construction related questions CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013120-2 PROJECT MEETINGS Page 2 of 3 1 2. Meeting Location 2 a. Location of meeting to be determined by the City. 3 3. Attendees 4 a. Contractor 5 b. Project Representative 6 c. Other City representatives 7 4. Meeting Schedule 8 a. In general,the neighborhood meeting will occur within the 2 weeks following 9 the pre-construction conference. 10 b. In no case will construction be allowed to begin until this meeting is held. 11 C. Progress Meetings 12 1. Formal project coordination meetings will be held periodically. Meetings will be 13 scheduled and administered by Project Representative. 14 2. Additional progress meetings to discuss specific topics will be conducted on an as- 15 needed basis. Such additional meetings shall include,but not be limited to: 16 a. Coordinating shutdowns 17 b. Installation of piping and equipment 18 c. Coordination between other construction projects 19 d. Resolution of construction issues 20 e. Equipment approval 21 3. The Project Representative will preside at progress meetings,prepare the notes of 22 the meeting and distribute copies of the same to all participants who so request by 23 fully completing the attendance form to be circulated at the beginning of each 24 meeting. 25 4. Attendance shall include: 26 a. Contractor's project manager 27 b. Contractor's superintendent 28 c. Any subcontractor or supplier representatives whom the Contractor may desire 29 to invite or the City may request 30 d. Engineer's representatives 31 e. City's representatives 32 f. Others, as requested by the Project Representative 33 5. Preliminary Agenda may include: 34 a. Review of Work progress since previous meeting 35 b. Field observations,problems, conflicts 36 c. Items which impede construction schedule 37 d. Review of off-site fabrication,delivery schedules 38 e. Review of construction interfacing and sequencing requirements with other 39 construction contracts 40 f. Corrective measures and procedures to regain projected schedule 41 g. Revisions to construction schedule 42 h. Progress,schedule,during succeeding Work period 43 i. Coordination of schedules 44 j. Review submittal schedules 45 k. Maintenance of quality standards 46 1. Pending changes and substitutions 47 m. Review proposed changes for: 48 1) Effect on construction schedule and on completion date CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013120-3 PROJECT MEETINGS Page 3 of 3 1 2) Effect on other contracts of the Project 2 n. Review Record Documents 3 o. Review monthly pay request 4 p. Review status of Requests for Information 5 6. Meeting Schedule 6 a. Progress meetings will be held periodically as determined by the Project 7 Representative. 8 1) Additional meetings may be held at the request of the: 9 a) City 10 b) Engineer 11 c) Contractor 12 7. Meeting Location 13 a. The City will establish a meeting location. 14 1) To the extent practicable,meetings will be held at the Site. 15 1.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS [NOT USED] 24 PART 3- EXECUTION [NOT USED] 25 END OF SECTION 26 Revision Log DATE NAME SUMMARY OF CHANGE 27 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Modified 1.2.A.1 12 2. Added 1.2.A.2 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. Unit Price-Work associated with this Item is considered subsidiary to the various 19 items bid. No separate payment will be allowed for this Item. 20 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 21 price. 22 1.3 REFERENCES 23 A. Definitions 24 1. Schedule Tiers 25 a. Tier 1 -No schedule submittal required by contract. Small,brief duration 26 projects 27 b. Tier 2 -No schedule submittal required by contract,but will require some 28 milestone dates. Small,brief duration projects 29 c. Tier 3 - Schedule submittal required by contract as described in the 30 Specification and herein. Majority of City projects, including all bond program 31 projects 32 d. Tier 4 - Schedule submittal required by contract as described in the 33 Specification and herein. Large and/or complex projects with long durations 34 1) Examples: large water pump station project and associated pipeline with 35 interconnection to another governmental entity 36 e. Tier 5- Schedule submittal required by contract as described in the 37 Specification and herein. Large and/or very complex projects with long 38 durations,high public visibility 39 1) Examples might include a water or wastewater treatment plant CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 2 as the baseline for measuring progress and departures from the schedule. 3 3. Progress Schedule-Monthly submittal of a progress schedule documenting 4 progress on the project and any changes anticipated. 5 4. Schedule Narrative-Concise narrative of the schedule including schedule 6 changes, expected delays,key schedule issues,critical path items,etc 7 B. Reference Standards 8 1. City of Fort Worth Schedule Guidance Document 9 1.4 ADMINISTRATIVE REQUIREMENTS 10 A. Baseline Schedule 11 1. General 12 a. Prepare a cost-loaded baseline Schedule using approved software and the 13 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 14 Guidance Document. 15 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 16 understanding of the work to be performed and known issues and constraints 17 related to the schedule. 18 c. Designate an authorized representative(Project Scheduler)responsible for 19 developing and updating the schedule and preparing reports. 20 B. Progress Schedule 21 1. Update the progress Schedule monthly as required in the City of Fort Worth 22 Schedule Guidance Document. 23 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 24 3. Change Orders 25 a. Incorporate approved change orders,resulting in a change of contract time, in 26 the baseline Schedule in accordance with City of Fort Worth Schedule 27 Guidance Document. 28 C. Responsibility for Schedule Compliance 29 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 30 Report that delays to the critical path have resulted and the Contract completion 31 date will not be met,or when so directed by the City,make some or all of the 32 following actions at no additional cost to the City 33 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 34 outlining: 35 1) A written statement of the steps intended to take to remove or arrest the 36 delay to the critical path in the approved schedule 37 2) Increase construction manpower in such quantities and crafts as will 38 substantially eliminate the backlog of work and return current Schedule to 39 meet projected baseline completion dates 40 3) Increase the number of working hours per shift, shifts per day,working 41 days per week,the amount of construction equipment,or any combination 42 of the foregoing,sufficiently to substantially eliminate the backlog of work 43 4) Reschedule activities to achieve maximum practical concurrency of 44 accomplishment of activities,and comply with the revised schedule CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City,the City may direct the Contractor to increase the level of effort in 3 manpower(trades),equipment and work schedule(overtime,weekend and holiday 4 work,etc.)to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will,after receipt of such justification and supporting 15 evidence,make findings of fact and will advise the Contractor,in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled,the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time,it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions,weather, 33 technical difficulties, strikes,unavoidable delays on the part of the City or its 34 representatives,and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions,the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates,and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays,affecting paths of activities 6 containing float time,will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts,the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors,the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases,the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera(P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City, no further progress schedules are required. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 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 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1 10 2. Added 1.2.A.2 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. Unit Price-Work associated with this Item is considered subsidiary to the various 17 items bid. No separate payment will be allowed for this Item. 18 2. Lump Sum Price -Work associated with this Item is included in the total lump sum 19 price. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Preconstruction Video 23 1. Produce a preconstruction video of the site/alignment, including all areas in the 24 vicinity of and to be affected by construction. 25 a. Provide digital copy of video upon request by the City. 26 2. Retain a copy of the preconstruction video until the end of the maintenance surety 27 period. 28 1.5 SUBMITTALS [NOT USED] 29 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS [NOT USED] 3 PART 3- EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 6 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Modified 1.2.A.1 14 2. Added 1.2.A.2 15 3. Added 1.4.B 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. Unit Price-Work associated with this Item is considered subsidiary to the various 22 items bid. No separate payment will be allowed for this Item. 23 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 24 price. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Coordination 28 1. Notify the City in writing, at the time of submittal,of any deviations in the 29 submittals from the requirements of the Contract Documents. 30 2. Coordination of Submittal Times 31 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 32 performing the related Work or other applicable activities, or within the time 33 specified in the individual Work Sections,of the Specifications. 34 b. Contractor is responsible such that the installation will not be delayed by 35 processing times including,but not limited to: 36 a) Disapproval and resubmittal(if required) 37 b) Coordination with other submittals 38 c) Testing 39 d) Purchasing CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 013300-2 SUBMITTALS Page 2 of 8 1 e) Fabrication 2 f) Delivery 3 g) Similar sequenced activities 4 c. No extension of time will be authorized because of the Contractor's failure to 5 transmit submittals sufficiently in advance of the Work. 6 d. Make submittals promptly in accordance with approved schedule, and in such 7 sequence as to cause no delay in the Work or in the work of any other 8 contractor. 9 B. Submittal Log/Schedule 10 1. Prior to submitting the first submittal for the project,provide a submittal 11 log/schedule to include: 12 a. Anticipated Submittals 13 b. Proposed Submittal Numbering 14 c. Anticipated Submittal Dates. 15 C. Submittal Numbering 16 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 17 reference identification numbering system in the following manner: 18 a. Use the first 6 digits of the applicable Specification Section Number. 19 b. For the next 2 digits number use numbers 01-99 to sequentially number each 20 initial separate item or drawing submitted under each specific Section number. 21 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 22 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical 23 submittal number would be as follows: 24 25 03 30 00-08-B 26 27 1) 03 30 00 is the Specification Section for Concrete 28 2) 08 is the eighth initial submittal under this Specification Section 29 3) B is the third submission(second resubmission)of that particular shop 30 drawing 31 D. Contractor Certification 32 1. Review shop drawings,product data and samples,including those by 33 subcontractors,prior to submission to determine and verify the following: 34 a. Field measurements 35 b. Field construction criteria 36 c. Catalog numbers and similar data 37 d. Conformance with the Contract Documents 38 2. Provide each shop drawing,sample and product data submitted by the Contractor 39 with a Certification Statement affixed including: 40 a. The Contractor's Company name 41 b. Signature of submittal reviewer 42 c. Certification Statement 43 1) `By this submittal,I hereby represent that I have determined and verified 44 field measurements, field construction criteria,materials,dimensions, 45 catalog numbers and similar data and I have checked and coordinated each 46 item with other applicable approved shop drawings." 47 E. Submittal Format CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 013300-3 SUBMITTALS Page 3 of 8 1 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 %2 inches x 11 inches. 2 2. Bind shop drawings and product data sheets together. 3 3. Order 4 a. Cover Sheet 5 1) Description of Packet 6 2) Contractor Certification 7 b. List of items/Table of Contents 8 c. Product Data/Shop Drawings/Samples/Calculations 9 F. Submittal Content 10 1. The date of submission and the dates of any previous submissions 11 2. The Project title and number 12 3. Contractor identification 13 4. The names of 14 a. Contractor 15 b. Supplier 16 c. Manufacturer 17 5. Identification of the product,with the Specification Section number,page and 18 paragraph(s) 19 6. Field dimensions, clearly identified as such 20 7. Relation to adjacent or critical features of the Work or materials 21 8. Applicable standards, such as ASTM or Federal Specification numbers 22 9. Identification by highlighting of deviations from Contract Documents 23 10. Identification by highlighting of revisions on resubmittals 24 11. An 8-inch x 3-inch blank space for Contractor and City stamps 25 G. Shop Drawings 26 1. As specified in individual Work Sections includes,but is not necessarily limited to: 27 a. Custom-prepared data such as fabrication and erection/installation(working) 28 drawings 29 b. Scheduled information 30 c. Setting diagrams 31 d. Actual shopwork manufacturing instructions 32 e. Custom templates 33 f. Special wiring diagrams 34 g. Coordination drawings 35 h. Individual system or equipment inspection and test reports including: 36 1) Performance curves and certifications 37 i. As applicable to the Work 38 2. Details 39 a. Relation of the various parts to the main members and lines of the structure 40 b. Where correct fabrication of the Work depends upon field measurements 41 1) Provide such measurements and note on the drawings prior to submitting 42 for approval. 43 H. Product Data 44 1. For submittals of product data for products included on the City's Standard Product 45 List,clearly identify each item selected for use on the Project. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 013300-4 SUBMITTALS Page 4 of 8 1 2. For submittals of product data for products not included on the City's Standard 2 Product List,submittal data may include,but is not necessarily limited to: 3 a. Standard prepared data for manufactured products(sometimes referred to as 4 catalog data) 5 1) Such as the manufacturer's product specification and installation 6 instructions 7 2) Availability of colors and patterns 8 3) Manufacturer's printed statements of compliances and applicability 9 4) Roughing-in diagrams and templates 10 5) Catalog cuts 11 6) Product photographs 12 7) Standard wiring diagrams 13 8) Printed performance curves and operational-range diagrams 14 9) Production or quality control inspection and test reports and certifications 15 10) Mill reports 16 11) Product operating and maintenance instructions and recommended 17 spare-parts listing and printed product warranties 18 12) As applicable to the Work 19 I. Samples 20 1. As specified in individual Sections, include,but are not necessarily limited to: 21 a. Physical examples of the Work such as: 22 1) Sections of manufactured or fabricated Work 23 2) Small cuts or containers of materials 24 3) Complete units of repetitively used products color/texture/pattern swatches 25 and range sets 26 4) Specimens for coordination of visual effect 27 5) Graphic symbols and units of Work to be used by the City for independent 28 inspection and testing, as applicable to the Work 29 J. Do not start Work requiring a shop drawing, sample or product data nor any material to 30 be fabricated or installed prior to the approval or qualified approval of such item. 31 1. Fabrication performed,materials purchased or on-site construction accomplished 32 which does not conform to approved shop drawings and data is at the Contractor's 33 risk. 34 2. The City will not be liable for any expense or delay due to corrections or remedies 35 required to accomplish conformity. 36 3. Complete project Work,materials,fabrication,and installations in conformance 37 with approved shop drawings,applicable samples, and product data. 38 K. Submittal Distribution 39 1. Electronic Distribution 40 a. Confirm development of Project directory for electronic submittals to be 41 uploaded to City's Buzzsaw site,or another external FTP site approved by the 42 City. 43 b. Shop Drawings 44 1) Upload submittal to designated project directory and notify appropriate 45 City representatives via email of submittal posting. 46 2) Hard Copies 47 a) 3 copies for all submittals CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 013300-5 SUBMITTALS Page 5 of 8 1 b) If Contractor requires more than 1 hard copy of Shop Drawings 2 returned,Contractor shall submit more than the number of copies listed 3 above. 4 c. Product Data 5 1) Upload submittal to designated project directory and notify appropriate 6 City representatives via email of submittal posting. 7 2) Hard Copies 8 a) 3 copies for all submittals 9 d. Samples 10 1) Distributed to the Project Representative 11 2. Hard Copy Distribution(if required in lieu of electronic distribution) 12 a. Shop Drawings 13 1) Distributed to the City 14 2) Copies 15 a) 8 copies for mechanical submittals 16 b) 7 copies for all other submittals 17 c) If Contractor requires more than 3 copies of Shop Drawings returned, 18 Contractor shall submit more than the number of copies listed above. 19 b. Product Data 20 1) Distributed to the City 21 2) Copies 22 a) 4 copies 23 c. Samples 24 1) Distributed to the Project Representative 25 2) Copies 26 a) Submit the number stated in the respective Specification Sections. 27 3. Distribute reproductions of approved shop drawings and copies of approved 28 product data and samples,where required,to the job site file and elsewhere as 29 directed by the City. 30 a. Provide number of copies as directed by the City but not exceeding the number 31 previously specified. 32 L. Submittal Review 33 1. The review of shop drawings,data and samples will be for general conformance 34 with the design concept and Contract Documents. This is not to be construed as: 35 a. Permitting any departure from the Contract requirements 36 b. Relieving the Contractor of responsibility for any errors,including details, 37 dimensions,and materials 38 c. Approving departures from details furnished by the City,except as otherwise 39 provided herein 40 2. The review and approval of shop drawings,samples or product data by the City 41 does not relieve the Contractor from his/her responsibility with regard to the 42 fulfillment of the terms of the Contract. 43 a. All risks of error and omission are assumed by the Contractor, and the City will 44 have no responsibility therefore. 45 3. The Contractor remains responsible for details and accuracy,for coordinating the 46 Work with all other associated work and trades,for selecting fabrication processes, 47 for techniques of assembly and for performing Work in a safe manner. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 013300-6 SUBMITTALS Page 6 of 8 1 4. If the shop drawings,data or samples as submitted describe variations and show a 2 departure from the Contract requirements which City finds to be in the interest of 3 the City and to be so minor as not to involve a change in Contract Price or time for 4 performance,the City may return the reviewed drawings without noting an 5 exception. 6 5. Submittals will be returned to the Contractor under 1 of the following codes: 7 a. Code 1 8 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 9 comments on the submittal. 10 a) When returned under this code the Contractor may release the 11 equipment and/or material for manufacture. 12 b. Code 2 13 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 14 the notations and comments IS NOT required by the Contractor. 15 a) The Contractor may release the equipment or material for manufacture; 16 however, all notations and comments must be incorporated into the 17 final product. 18 c. Code 3 19 1) "EXCEPTIONS NOTED/RESUBMIT" This combination of codes is 20 assigned when notations and comments are extensive enough to require a 21 resubmittal of the package. 22 a) The Contractor may release the equipment or material for manufacture; 23 however,all notations and comments must be incorporated into the 24 final product. 25 b) This resubmittal is to address all comments,omissions and 26 non-conforming items that were noted. 27 c) Resubmittal is to be received by the City within 15 Calendar Days of 28 the date of the City's transmittal requiring the resubmittal. 29 d. Code 4 30 1) "NOT APPROVED"is assigned when the submittal does not meet the 31 intent of the Contract Documents. 32 a) The Contractor must resubmit the entire package revised to bring the 33 submittal into conformance. 34 b) It may be necessary to resubmit using a different manufacturer/vendor 35 to meet the Contract Documents. 36 6. Resubmittals 37 a. Handled in the same manner as first submittals 38 1) Corrections other than requested by the City 39 2) Marked with revision triangle or other similar method 40 a) At Contractor's risk if not marked 41 b. Submittals for each item will be reviewed no more than twice at the City's 42 expense. 43 1) All subsequent reviews will be performed at times convenient to the City 44 and at the Contractor's expense,based on the City's or City 45 Representative's then prevailing rates. 46 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 47 all such fees invoiced by the City. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 013300-7 SUBMITTALS Page 7 of 8 1 c. The need for more than 1 resubmission or any other delay in obtaining City's 2 review of submittals,will not entitle the Contractor to an extension of Contract 3 Time. 4 d. Resubmittals must be complete and include all information from first submittal 5 that was not changed as well as corrected or revised information. 6 7. Partial Submittals 7 a. City reserves the right to not review submittals deemed partial, at the City's 8 discretion. 9 b. Submittals deemed by the City to be not complete will be returned to the 10 Contractor,and will be considered"Not Approved"until resubmitted. 11 c. The City may at its option provide a list or mark the submittal directing the 12 Contractor to the areas that are incomplete. 13 8. If the Contractor considers any correction indicated on the shop drawings to 14 constitute a change to the Contract Documents,then written notice must be 15 provided thereof to the City at least 7 Calendar Days prior to release for 16 manufacture. 17 9. When the shop drawings have been completed to the satisfaction of the City,the 18 Contractor may carry out the construction in accordance therewith and no further 19 changes therein except upon written instructions from the City. 20 10. Each submittal,appropriately coded,will be returned within 30 Calendar Days 21 following receipt of submittal by the City. 22 M. Mock ups 23 1. Mock Up units as specified in individual Sections,include,but are not necessarily 24 limited to,complete units of the standard of acceptance for that type of Work to be 25 used on the Project. Remove at the completion of the Work or when directed. 26 N. Qualifications 27 1. If specifically required in other Sections of these Specifications, submit a P.E. 28 Certification for each item required. 29 O. Request for Information(RFI) 30 1. Contractor Request for additional information 31 a. Clarification or interpretation of the contract documents 32 b. When the Contractor believes there is a conflict between Contract Documents 33 c. When the Contractor believes there is a conflict between the Drawings and 34 Specifications 35 1) Identify the conflict and request clarification 36 2. Use the Request for Information(RFI)form provided by the City. 37 3. Numbering of RFI 38 a. Prefix with"RFI"followed by series number,"-xxx",beginning with"01"and 39 increasing sequentially with each additional transmittal. 40 4. Sufficient information shall be attached to permit a written response without further 41 information. 42 5. The City will log each request and will review the request. 43 a. If review of the project information request indicates that a change to the 44 Contract Documents is required,the City will issue a Field Order or Change 45 Order, as appropriate. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 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] 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 Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8. "ing Days modified to C,' 13 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 6 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes,but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives,Drop Weight,Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. Modified 1.2.A.1.b.1 21 2. Added 1.2.A.1.b.2 22 3. Modified 1.2.A.2.b.1 23 4. Added 1.2.A.2.b.2 24 5. Modified 1.2.A.3.a 25 6. Added 1.2.A.3.b 26 7. Modified 1.4.1-1.1 27 C. Related Specification Sections include, but are not necessarily limited to: 28 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 29 2. Division 1 —General Requirements 30 3. Section 33 12 25—Connection to Existing Water Mains 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Coordination within Railroad permit areas 34 a. Measurement 35 1) Measurement for this Item will be by lump sum. 36 b. Payment 37 1) Unit Price-The work performed and materials furnished in accordance 38 with this Item will be paid for at the lump sum price bid for Railroad 39 Coordination. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 0135 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 6 1 2) Lump Sum Price-The work performed and materials furnished in 2 accordance with this Item will be included in the total lump sum price. 3 c. The price bid shall include: 4 1) Mobilization 5 2) Inspection 6 3) Safety training 7 4) Additional Insurance 8 5) Insurance Certificates 9 6) Other requirements associated with general coordination with Railroad, 10 including additional employees required to protect the right-of-way and 11 property of the Railroad from damage arising out of and/or from the 12 construction of the Project. 13 2. Railroad Flagmen 14 a. Measurement 15 1) Measurement for this Item will be per working day. 16 b. Payment 17 1) Unit Price-The work performed and materials furnished in accordance 18 with this Item will be paid for each working day that Railroad Flagmen are 19 present at the Site. 20 2) Lump Sum Price-The work performed and materials furnished in 21 accordance with this Item will be included in the total lump sum price. 22 c. The price bid shall include: 23 1) Coordination for scheduling flagmen 24 2) Flagmen 25 3) Other requirements associated with Railroad 26 3. All other items 27 a. Unit Price-Work associated with these Items is considered subsidiary to the 28 various Items bid. No separate payment will be allowed for this Item. 29 b. Lump Sum Price-The work performed and materials furnished in accordance 30 with this Item will be included in the total lump sum price. 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752. 37 High Voltage Overhead Lines. 38 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 39 Specification 40 1.4 ADMINISTRATIVE REQUIREMENTS 41 A. Coordination with the Texas Department of Transportation 42 1. When work in the right-of-way which is under the jurisdiction of the Texas 43 Department of Transportation(TxDOT): 44 a. Notify the Texas Department of Transportation prior to commencing any work 45 therein in accordance with the provisions of the permit CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 6 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines(more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage-type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company(example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA's Permit Required for 34 Confined Spaces 35 D. Air Pollution Watch Days 36 1. General 37 a. Observe the following guidelines relating to working on City construction sites 38 on days designated as "AIR POLLUTION WATCH DAYS". 39 b. Typical Ozone Season 40 1) May 1 through October 31. 41 c. Critical Emission Time 42 1) 6:00 a.m. to 10:00 a.m. 43 2. Watch Days 44 a. The Texas Commission on Environmental Quality(TCEQ),in coordination 45 with the National Weather Service,will issue the Air Pollution Watch by 3:00 46 p.m. on the afternoon prior to the WATCH day. 47 b. Requirements CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 6 1 1) Begin work after 10:00 a.m. whenever construction phasing requires the 2 use of motorized equipment for periods in excess of 1 hour. 3 2) However,the Contractor may begin work prior to 10:00 a.m. if- 4 a) Use of motorized equipment is less than 1 hour,or 5 b) If equipment is new and certified by EPA as "Low Emitting",or 6 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or 7 alternative fuels such as CNG. 8 E. TCEQ Air Permit 9 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 10 F. Use of Explosives, Drop Weight,Etc. 11 1. When Contract Documents permit on the project the following will apply: 12 a. Public Notification 13 1) Submit notice to City and proof of adequate insurance coverage,24 hours 14 prior to commencing. 15 2) Minimum 24 hour public notification in accordance with Section 0131 13 16 G. Water Department Coordination 17 1. During the construction of this project,it will be necessary to deactivate,for a 18 period of time,existing lines. The Contractor shall be required to coordinate with 19 the Water Department to determine the best times for deactivating and activating 20 those lines. 21 2. Coordinate any event that will require connecting to or the operation of an existing 22 City water line system with the City's representative. 23 a. Coordination shall be in accordance with Section 33 12 25. 24 b. If needed, obtain a hydrant water meter from the Water Department for use 25 during the life of named project. 26 c. In the event that a water valve on an existing live system be turned off and on 27 to accommodate the construction of the project is required,coordinate this 28 activity through the appropriate City representative. 29 1) Do not operate water line valves of existing water system. 30 a) Failure to comply will render the Contractor in violation of Texas Penal 31 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor 32 will be prosecuted to the full extent of the law. 33 b) In addition,the Contractor will assume all liabilities and 34 responsibilities as a result of these actions. 35 H. Public Notification Prior to Beginning Construction 36 1. Prior to beginning construction at the site or on any block in the project,on a block 37 by block basis,prepare and deliver a notice or flyer of the pending construction to 38 the front door of each residence or business that will be impacted by construction. 39 The notice shall be prepared as follows: 40 a. Post notice or flyer 7 days prior to beginning any construction activity on each 41 block in the project area. 42 1) Prepare flyer on the Contractor's letterhead and include the following 43 information: 44 a) Name of Project 45 b) City Project No(CPN) 46 c) Scope of Project(i.e. type of construction activity) 47 d) Actual construction duration within the block CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 6 1 e) Name of the contractor's foreman and phone number 2 f) Name of the City's inspector and phone number 3 g) City's after-hours phone number 4 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 5 A. 6 3) Submit schedule showing the construction start and finish time for each 7 block of the project to the inspector. 8 4) Deliver flyer to the City Inspector for review prior to distribution. 9 b. No construction will be allowed to begin on any block until the flyer is 10 delivered to all residents of the block. I 1 I. Public Notification of Temporary Water Service Interruption during Construction 12 1. In the event it becomes necessary to temporarily shut down water service to 13 residents or businesses during construction,prepare and deliver a notice or flyer of 14 the pending interruption to the front door of each affected resident. 15 2. Prepared notice as follows: 16 a. The notification or flyer shall be posted 24 hours prior to the temporary 17 interruption. 18 b. Prepare flyer on the contractor's letterhead and include the following 19 information: 20 1) Name of the project 21 2) City Project Number 22 3) Date of the interruption of service 23 4) Period the interruption will take place 24 5) Name of the contractor's foreman and phone number 25 6) Name of the City's inspector and phone number 26 c. A sample of the temporary water service interruption notification is attached as 27 Exhibit B. 28 d. Deliver a copy of the temporary interruption notification to the City inspector 29 for review prior to being distributed. 30 e. No interruption of water service can occur until the flyer has been delivered to 31 all affected residents and businesses. 32 f. Electronic versions of the sample flyers can be obtained from the Project 33 Construction Inspector. 34 J. Coordination with United States Army Corps of Engineers(USAGE) 35 1. At locations in the Project where construction activities occur in areas where 36 USACE permits are required,meet all requirements set forth in each designated 37 permit. 38 K. Coordination within Railroad Permit Areas 39 1. At locations in the project where construction activities occur in areas where 40 railroad permits are required,meet all requirements set forth in each designated 41 railroad permit. This includes,but is not limited to,provisions for: 42 a. Flagmen 43 b. Inspectors 44 c. Safety training 45 d. Additional insurance 46 e. Insurance certificates CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 0135 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 6 1 f. Other employees required to protect the right-of-way and property of the 2 Railroad Company from damage arising out of and/or from the construction of 3 the project. Proper utility clearance procedures shall be used in accordance 4 with the permit guidelines. 5 2. Obtain any supplemental information needed to comply with the railroad's 6 requirements. 7 3. Railroad Flagmen 8 a. Submit receipts to City for verification of working days that railroad flagmen 9 were present on Site. 10 L. Dust Control 11 1. Use acceptable measures to control dust at the Site. 12 a. If water is used to control dust, capture and properly dispose of waste water. 13 b. If wet saw cutting is performed,capture and properly dispose of slurry. 14 M. Employee Parking 15 1. Provide parking for employees at locations approved by the City. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 END OF SECTION 27 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 28 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 3 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1 9 2. Added 1.2.A.2 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. Unit Price-Work associated with this Item is considered subsidiary to the various 16 Items bid. No separate payment will be allowed for this Item. 17 a. In accordance with Article 13 of the General Conditions,Contractor is 18 responsible for performing, coordinating,and payment of all inspections,tests, 19 re-tests,or approvals. 20 b. In accordance with Article 13 of the General Conditions,City is responsible for 21 performing and payment for first set additional independent testing chosen by 22 the City to be performed. 23 1) If the first independent test performed by the City fails,the Contractor is 24 responsible for payment of subsequent testing until a passing test occurs. 25 a) Final acceptance will not be issued by City until all required payments 26 for testing by Contractor have been paid in full. 27 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 28 price. 29 a. In accordance with Article 13 of the General Conditions,Contractor is 30 responsible for performing,coordinating,and payment of all inspections,tests, 31 re-tests,or approvals. 32 b. In accordance with Article 13 of the General Conditions,City is responsible for 33 performing and payment for first set additional independent testing chosen by 34 the City to be performed. 35 1) If the first independent test performed by the City fails,the Contractor is 36 responsible for payment of subsequent testing until a passing test occurs. 37 a) Final acceptance will not be issued by City until all required payments 38 for testing by Contractor have been paid in full. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 3 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS 3 A. Testing 4 1. Complete testing in accordance with the Contract Documents. 5 2. Coordination 6 a. When testing is required to be performed by the City,notify City, sufficiently 7 in advance,when testing is needed. 8 b. When testing is required to be completed by the Contractor,notify City, 9 sufficiently in advance,that testing will be performed. 10 3. Distribution of Testing Reports 11 a. Electronic Distribution 12 1) Confirm development of Project directory for electronic submittals to be 13 uploaded to City's Buzzsaw site,or another external FTP site approved by 14 the City. 15 2) Upload test reports to designated project directory and notify appropriate 16 City representatives via email of submittal posting. 17 3) Hard Copies 18 a) 1 copy for all submittals submitted to the Project Representative 19 b. Hard Copy Distribution(if required in lieu of electronic distribution) 20 1) Tests performed by City 21 a) Distribute 1 hard copy to the Contractor 22 2) Tests performed by the Contractor 23 a) Distribute 3 hard copies to City's Project Representative 24 4. Provide City's Project Representative with trip tickets for each delivered load of 25 Concrete or Lime material including the following information: 26 a. Name of pit 27 b. Date of delivery 28 c. Material delivered 29 B. Inspection 30 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 31 perform work in accordance with the Contract Documents. 32 1.5 SUBMITTALS [NOT USED] 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] 37 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 38 1.11 FIELD [SITE] CONDITIONS [NOT USED] 39 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 014523-3 TESTING AND INSPECTION SERVICES Page 3 of 3 1 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE '1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. Modified 1.2.A.1 15 2. Added 1.2.A.2 16 3. Added I A.C.7 17 C. Related Specification Sections include,but are not necessarily limited to: 18 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 19 2. Division 1 —General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Unit Price-Work associated with this Item is considered subsidiary to the various 23 Items bid. No separate payment will be allowed for this Item. 24 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 25 price. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Temporary Utilities 29 1. Obtaining Temporary Service 30 a. Make arrangements with utility service companies for temporary services. 31 b. Abide by rules and regulations of utility service companies or authorities 32 having jurisdiction. 33 c. Be responsible for utility service costs until Work is approved for Final 34 Acceptance. 35 1) Included are fuel,power,light,heat and other utility services necessary for 36 execution, completion,testing and initial operation of Work. 37 2. Water CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 a. Contractor to provide water required for and in connection with Work to be 2 performed and for specified tests of piping, equipment,devices or other use as 3 required for the completion of the Work. 4 b. Provide and maintain adequate supply of potable water for domestic 5 consumption by Contractor personnel and City's Project Representatives. 6 c. Coordination 7 1) Contact City 1 week before water for construction is desired 8 d. Contractor Payment for Construction Water 9 1) Obtain construction water meter from City for payment as billed by City's 10 established rates. 11 3. Electricity and Lighting 12 a. Provide and pay for electric powered service as required for Work,including 13 testing of Work. 14 1) Provide power for lighting, operation of equipment,or other use. 15 b. Electric power service includes temporary power service or generator to 16 maintain operations during scheduled shutdown. 17 4. Telephone 18 a. Provide emergency telephone service at Site for use by Contractor personnel 19 and others performing work or furnishing services at Site. 20 5. Temporary Heat and Ventilation 21 a. Provide temporary heat as necessary for protection or completion of Work. 22 b. Provide temporary heat and ventilation to assure safe working conditions. 23 B. Sanitary Facilities 24 1. Provide and maintain sanitary facilities for persons on Site. 25 a. Comply with regulations of State and local departments of health. 26 2. Enforce use of sanitary facilities by construction personnel at job site. 27 a. Enclose and anchor sanitary facilities. 28 b. No discharge will be allowed from these facilities. 29 c. Collect and store sewage and waste so as not to cause nuisance or health 30 problem. 31 d. Haul sewage and waste off-site at no less than weekly intervals and properly 32 dispose in accordance with applicable regulation. 33 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 34 4. Remove facilities at completion of Project 35 C. Storage Sheds and Buildings 36 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 37 above ground level for materials and equipment susceptible to weather damage. 38 2. Storage of materials not susceptible to weather damage may be on blocks off 39 ground. 40 3. Store materials in a neat and orderly manner. 41 a. Place materials and equipment to permit easy access for identification, 42 inspection and inventory. 43 4. Equip building with lockable doors and lighting,and provide electrical service for 44 equipment space heaters and heating or ventilation as necessary to provide storage 45 environments acceptable to specified manufacturers. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 5. Fill and grade site for temporary structures to provide drainage away from 2 temporary and existing buildings. 3 6. Remove building from site prior to Final Acceptance. 4 7. A field office is required for this project. 5 D. Temporary Fencing 6 1. Provide and maintain for the duration or construction when required in contract 7 documents 8 E. Dust Control 9 1. Contractor is responsible for maintaining dust control through the duration of the 10 project. 11 a. Contractor remains on-call at all times 12 b. Must respond in a timely manner 13 F. Temporary Protection of Construction 14 1. Contractor or subcontractors are responsible for protecting Work from damage due 15 to weather. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3- EXECUTION [NOT USED] 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 3.4 INSTALLATION 30 A. Temporary Facilities 31 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] /[RESTORATION] 2 3.6 RE-INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work,to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 16 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 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 located on Buzzsaw as follows: 16 1. Resources\02-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use,including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. Modified 1.2.A.1 13 2. Added 1.2.A.2 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. Unit Price-Work associated with this Item is considered subsidiary to the various 20 Items bid. No separate payment will be allowed for this Item. 21 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 22 price. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY AND HANDLING 31 A. Delivery Requirements 32 1. Schedule delivery of products or equipment as required to allow timely installation 33 and to avoid prolonged storage. 34 2. Provide appropriate personnel and equipment to receive deliveries. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 2 for personnel or equipment to receive the delivery. 3 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 4 containers designed and constructed to protect the contents from physical or 5 environmental damage. 6 5. Clearly and fully mark and identify as to manufacturer,item and installation 7 location. 8 6. Provide manufacturer's instructions for storage and handling. 9 B. Handling Requirements 10 1. Handle products or equipment in accordance with these Contract Documents and 11 manufacturer's recommendations and instructions. 12 C. Storage Requirements 13 1. Store materials in accordance with manufacturer's recommendations and 14 requirements of these Specifications. 15 2. Make necessary provisions for safe storage of materials and equipment. 16 a. Place loose soil materials and materials to be incorporated into Work to prevent 17 damage to any part of Work or existing facilities and to maintain free access at 18 all times to all parts of Work and to utility service company installations in 19 vicinity of Work. 20 3. Keep materials and equipment neatly and compactly stored in locations that will 21 cause minimum inconvenience to other contractors,public travel, adjoining owners, 22 tenants and occupants. 23 a. Arrange storage to provide easy access for inspection. 24 4. Restrict storage to areas available on construction site for storage of material and 25 equipment as shown on Drawings,or approved by City's Project Representative. 26 5. Provide off-site storage and protection when on-site storage is not adequate. 27 a. Provide addresses of and access to off-site storage locations for inspection by 28 City's Project Representative. 29 6. Do not use lawns,grass plots or other private property for storage purposes without 30 written permission of owner or other person in possession or control of premises. 31 7. Store in manufacturers' unopened containers. 32 8. Neatly, safely and compactly stack materials delivered and stored along line of 33 Work to avoid inconvenience and damage to property owners and general public 34 and maintain at least 3 feet from fire hydrant. 35 9. Keep public and private driveways and street crossings open. 36 10. Repair or replace damaged lawns,sidewalks, streets or other improvements to 37 satisfaction of City's Project Representative. 38 a. Total length which materials may be distributed along route of construction at 39 one time is 1,000 linear feet,unless otherwise approved in writing by City's 40 Project Representative. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Mobilization and Demobilization 8 a. Mobilization 9 1) Transportation of Contractor's personnel,equipment,and operating supplies 10 to the Site 11 2) Establishment of necessary general facilities for the Contractor's operation 12 at the Site 13 3) Premiums paid for performance and payment bonds 14 4) Transportation of Contractor's personnel,equipment,and operating supplies 15 to another location within the designated Site 16 5) Relocation of necessary general facilities for the Contractor's operation 17 from 1 location to another location on the Site. 18 b. Demobilization 19 1) Transportation of Contractor's personnel,equipment, and operating supplies 20 away from the Site including disassembly 21 2) Site Clean-up 22 3) Removal of all buildings and/or other facilities assembled at the Site for this 23 Contract 24 c. Mobilization and Demobilization do not include activities for specific items of 25 work that are for which payment is provided elsewhere in the contract. 26 2. Remobilization 27 a. Remobilization for Suspension of Work specifically required in the Contract 28 Documents or as required by City includes: 29 1) Demobilization 30 a) Transportation of Contractor's personnel,equipment, and operating 31 supplies from the Site including disassembly or temporarily securing 32 equipment, supplies, and other facilities as designated by the Contract 33 Documents necessary to suspend the Work. 34 b) Site Clean-up as designated in the Contract Documents 35 2) Remobilization 36 a) Transportation of Contractor's personnel,equipment,and operating 37 supplies to the Site necessary to resume the Work. 38 b) Establishment of necessary general facilities for the Contractor's 39 operation at the Site necessary to resume the Work. 40 3) No Payments will be made for: 41 a) Mobilization and Demobilization from one location to another on the 42 Site in the normal progress of performing the Work. 43 b) Stand-by or idle time 44 c) Lost profits CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised November 22,2016 CITY PROJECT NO.100766 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel,equipment,and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel,equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 —General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Mobilization and Demobilization 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) This Item is considered subsidiary to the various Items bid. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 are subsidiary to the various Items bid and no other compensation will be 42 allowed. 43 3. Remobilization for suspension of Work as required by City 44 a. Measurement 45 1) This Item is considered subsidiary to the various Items bid. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised November 22,2016 CITY PROJECT NO.100766 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 are subsidiary to the various Items bid and no other compensation will be 4 allowed. 5 4. Mobilizations and Demobilizations for Miscellaneous Projects 6 a. Measurement 7 1) This Item is considered subsidiary to the various Items bid. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 are subsidiary to the various Items bid and no other compensation will be 11 allowed. 12 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 13 a. Measurement 14 1) This Item is considered subsidiary to the various Items bid. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 are subsidiary to the various Items bid and no other compensation will be 18 allowed.. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2- PRODUCTS [NOT USED] 30 PART 3 - EXECUTION [NOT USED] 31 32 33 34 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised November 22,2016 CITY PROJECT NO. 100766 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 3 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised November 22,2016 CITY PROJECT NO.100766 017423-1 CLEANING Pagel of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1 10 2. Added 1.2.A.2 11 3. Modified 3.10.D.2 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 32 92 13—Hydro-Mulching, Seeding and Sodding 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Unit Price-Work associated with this Item is considered subsidiary to the various 19 Items bid. No separate payment will be allowed for this Item. 20 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 21 price. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Scheduling 25 1. Schedule cleaning operations so that dust and other contaminants disturbed by 26 cleaning process will not fall on newly painted surfaces. 27 2. Schedule final cleaning upon completion of Work and immediately prior to final 28 inspection. 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] CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017423-2 CLEANING Page 2 of 4 1 1.10 STORAGE,AND HANDLING 2 A. Storage and Handling Requirements 3 1. Store cleaning products and cleaning wastes in containers specifically designed for 4 those materials. 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 9 2.2 MATERIALS 10 A. Cleaning Agents 11 1. Compatible with surface being cleaned 12 2. New and uncontaminated 13 3. For manufactured surfaces 14 a. Material recommended by manufacturer 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 PART 3- EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 APPLICATION [NOT USED] 22 3.5 REPAIR/RESTORATION [NOT USED] 23 3.6 RE-INSTALLATION [NOT USED] 24 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING 28 A. General 29 1. Prevent accumulation of wastes that create hazardous conditions. 30 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 31 governing authorities. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017423-3 CLEANING Page 3 of 4 1 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 2 storm or sanitary drains or sewers. 3 4. Dispose of degradable debris at an approved solid waste disposal site. 4 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 5 alternate manner approved by City and regulatory agencies. 6 6. Handle materials in a controlled manner with as few handlings as possible. 7 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 8 this project. 9 8. Remove all signs of temporary construction and activities incidental to construction 10 of required permanent Work. 11 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 12 have the cleaning completed at the expense of the Contractor. 13 10. Do not burn on-site. 14 B. Intermediate Cleaning during Construction 15 1. Keep Work areas clean so as not to hinder health, safety or convenience of 16 personnel in existing facility operations. 17 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 18 3. Confine construction debris daily in strategically located container(s): 19 a. Cover to prevent blowing by wind 20 b. Store debris away from construction or operational activities 21 c. Haul from site at a minimum of once per week 22 4. Vacuum clean interior areas when ready to receive finish painting. 23 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 24 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 25 may become airborne or transported by flowing water during the storm. 26 C. Interior Final Cleaning 27 1. Remove grease,mastic,adhesives,dust,dirt, stains,fingerprints,labels and other 28 foreign materials from sight-exposed surfaces. 29 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 30 3. Wash and shine glazing and mirrors. 31 4. Polish glossy surfaces to a clear shine. 32 5. Ventilating systems 33 a. Clean permanent filters and replace disposable filters if units were operated 34 during construction. 35 b. Clean ducts,blowers and coils if units were operated without filters during 36 construction. 37 6. Replace all burned out lamps. 38 7. Broom clean process area floors. 39 8. Mop office and control room floors. 40 D. Exterior(Site or Right of Way)Final Cleaning 41 1. Remove trash and debris containers from site. 42 a. Re-seed areas disturbed by location of trash and debris containers in accordance 43 with Section 32 92 13. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017423-4 CLEANING Page 4 of 4 1 2. Sweep flatwork,paving,and roadway to remove all rocks,pieces of asphalt, 2 concrete or any other object that may hinder or disrupt the flow of traffic along the 3 roadway. 4 3. Clean any interior areas including,but not limited to,vaults,manholes, structures, 5 junction boxes and inlets. 6 4. If no longer required for maintenance of erosion facilities,and upon approval by 7 City,remove erosion control from site. 8 5. Clean signs,lights, signals,etc. 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 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. Modified 1.2.A.1 9 2. Added 1.2.A.2 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. Unit Price-Work associated with this Item is considered subsidiary to the various 16 Items bid. No separate payment will be allowed for this Item. 17 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 18 price. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Guarantees, Bonds and Affidavits 22 1. No application for final payment will be accepted until all guarantees,bonds, 23 certificates, licenses and affidavits required for Work or equipment as specified are 24 satisfactorily filed with the City. 25 B. Release of Liens or Claims 26 1. No application for final payment will be accepted until satisfactory evidence of 27 release of liens has been submitted to the City. 28 1.5 SUBMITTALS 29 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 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 VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 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 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Modified 1.2.A.1 14 2. Added 1.2.A.2 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Unit Price-Work associated with this Item is considered subsidiary to the various 21 Items bid. No separate payment will be allowed for this Item. 22 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 23 price. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Schedule 27 1. Submit manuals in final form to the City within 30 calendar days of product 28 shipment to the project site. 29 1.5 SUBMITTALS 30 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 31 approved by the City prior to delivery. 32 1.6 INFORMATIONAL SUBMITTALS 33 A. Submittal Form 34 1. Prepare data in form of an instructional manual for use by City personnel. 35 2. Format 36 a. Size: 8 z, inches x 11 inches CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 b. Paper 2 1) 40 pound minimum,white,for typed pages 3 2) Holes reinforced with plastic,cloth or metal 4 c. Text: Manufacturer's printed data, or neatly typewritten 5 d. Drawings 6 1) Provide reinforced punched binder tab,bind in with text 7 2) Reduce larger drawings and fold to size of text pages. 8 e. Provide fly-leaf for each separate product,or each piece of operating 9 equipment. 10 1) Provide typed description of product, and major component parts of 11 equipment. 12 2) Provide indexed tabs. 13 f. Cover 14 1) Identify each volume with typed or printed title "OPERATING AND 15 MAINTENANCE INSTRUCTIONS". 16 2) List: 17 a) Title of Project 18 b) Identity of separate structure as applicable 19 c) Identity of general subject matter covered in the manual 20 3. Binders 21 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 22 b. When multiple binders are used, correlate the data into related consistent 23 groupings. 24 4. If available,provide an electronic form of the O&M Manual. 25 B. Manual Content 26 1. Neatly typewritten table of contents for each volume, arranged in systematic order 27 a. Contractor,name of responsible principal,address and telephone number 28 b. A list of each product required to be included, indexed to content of the volume 29 c. List,with each product: 30 1) The name, address and telephone number of the subcontractor or installer 31 2) A list of each product required to be included,indexed to content of the 32 volume 33 3) Identify area of responsibility of each 34 4) Local source of supply for parts and replacement 35 d. Identify each product by product name and other identifying symbols as set 36 forth in Contract Documents. 37 2. Product Data 38 a. Include only those sheets which are pertinent to the specific product. 39 b. Annotate each sheet to: 40 1) Clearly identify specific product or part installed 41 2) Clearly identify data applicable to installation 42 3) Delete references to inapplicable information 43 3. Drawings 44 a. Supplement product data with drawings as necessary to clearly illustrate: 45 1) Relations of component parts of equipment and systems 46 2) Control and flow diagrams 47 b. Coordinate drawings with information in Project Record Documents to assure 48 correct illustration of completed installation. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 c. Do not use Project Record Drawings as maintenance drawings. 2 4. Written text, as required to supplement product data for the particular installation: 3 a. Organize in consistent format under separate headings for different procedures. 4 b. Provide logical sequence of instructions of each procedure. 5 5. Copy of each warranty,bond and service contract issued 6 a. Provide information sheet for City personnel giving: 7 1) Proper procedures in event of failure 8 2) Instances which might affect validity of warranties or bonds 9 C. Manual for Materials and Finishes 10 1. Submit 5 copies of complete manual in final form. 11 2. Content,for architectural products, applied materials and finishes: 12 a. Manufacturer's data,giving full information on products 13 1) Catalog number, size,composition 14 2) Color and texture designations 15 3) Information required for reordering special manufactured products 16 b. Instructions for care and maintenance 17 1) Manufacturer's recommendation for types of cleaning agents and methods 18 2) Cautions against cleaning agents and methods which are detrimental to 19 product 20 3) Recommended schedule for cleaning and maintenance 21 3. Content,for moisture protection and weather exposure products: 22 a. Manufacturer's data,giving full information on products 23 1) Applicable standards 24 2) Chemical composition 25 3) Details of installation 26 b. Instructions for inspection,maintenance and repair 27 D. Manual for Equipment and Systems 28 1. Submit 5 copies of complete manual in final form. 29 2. Content,for each unit of equipment and system,as appropriate: 30 a. Description of unit and component parts 31 1) Function,normal operating characteristics and limiting conditions 32 2) Performance curves, engineering data and tests 33 3) Complete nomenclature and commercial number of replaceable parts 34 b. Operating procedures 35 1) Start-up,break-in,routine and normal operating instructions 36 2) Regulation,control,stopping,shut-down and emergency instructions 37 3) Summer and winter operating instructions 38 4) Special operating instructions 39 c. Maintenance procedures 40 1) Routine operations 41 2) Guide to "trouble shooting" 42 3) Disassembly,repair and reassembly 43 4) Alignment, adjusting and checking 44 d. Servicing and lubrication schedule 45 1) List of lubricants required 46 e. Manufacturer's printed operating and maintenance instructions 47 f. Description of sequence of operation by control manufacturer CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 1) Predicted life of parts subject to wear 2 2) Items recommended to be stocked as spare parts 3 g. As installed control diagrams by controls manufacturer 4 h. Each contractor's coordination drawings 5 1) As installed color coded piping diagrams 6 i. Charts of valve tag numbers,with location and function of each valve 7 j. List of original manufacturer's spare parts,manufacturer's current prices,and 8 recommended quantities to be maintained in storage 9 k. Other data as required under pertinent Sections of Specifications 10 3. Content, for each electric and electronic system, as appropriate: 11 a. Description of system and component parts 12 1) Function,normal operating characteristics, and limiting conditions 13 2) Performance curves,engineering data and tests 14 3) Complete nomenclature and commercial number of replaceable parts 15 b. Circuit directories of panelboards 16 1) Electrical service 17 2) Controls 18 3) Communications 19 c. As installed color coded wiring diagrams 20 d. Operating procedures 21 1) Routine and normal operating instructions 22 2) Sequences required 23 3) Special operating instructions 24 e. Maintenance procedures 25 1) Routine operations 26 2) Guide to "trouble shooting" 27 3) Disassembly,repair and reassembly 28 4) Adjustment and checking 29 f. Manufacturer's printed operating and maintenance instructions 30 g. List of original manufacturer's spare parts,manufacturer's current prices,and 31 recommended quantities to be maintained in storage 32 h. Other data as required under pertinent Sections of Specifications 33 4. Prepare and include additional data when the need for such data becomes apparent 34 during instruction of City's personnel. 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE 38 A. Provide operation and maintenance data by personnel with the following criteria: 39 1. Trained and experienced in maintenance and operation of described products 40 2. Skilled as technical writer to the extent required to communicate essential data 41 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 017839-1 PROJECT RECORD DOCUMENTS Pagel of 5 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents,including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. Modified 1.2.A.1 14 2. Added 1.2.A.2 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Unit Price-Work associated with this Item is,considered subsidiary to the various 21 Items bid. No separate payment will be allowed for this Item. 22 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 23 price. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 26 1.5 SUBMITTALS 27 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 28 City's Project Representative. 29 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Accuracy of Records CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 5 1 1. Thoroughly coordinate changes within the Record Documents,making adequate 2 and proper entries on each page of Specifications and each sheet of Drawings and 3 other Documents where such entry is required to show the change properly. 4 2. Accuracy of records shall be such that future search for items.shown in the Contract 5 Documents may rely reasonably on information obtained from the approved Project 6 Record Documents. 7 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 8 information that the change has occurred. 9 4. Provide factual information regarding all aspects of the Work,both concealed and 10 visible,to enable future modification of the Work to proceed without lengthy and 11 expensive site measurement,investigation and examination. 12 1.10 STORAGE AND HANDLING 13 A. Storage and Handling Requirements 14 1. Maintain the job set of Record Documents completely protected from deterioration 15 and from loss and damage until completion of the Work and transfer of all recorded 16 data to the final Project Record Documents. 17 2. In the event of loss of recorded data,use means necessary to again secure the data 18 to the City's approval. 19 a. In such case,provide replacements to the standards originally required by the 20 Contract Documents. 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2- PRODUCTS 24 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 25 2.2 RECORD DOCUMENTS 26 A. Job set 27 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 28 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 29 B. Final Record Documents 30 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 31 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1. Immediately upon receipt of the job set,identify each of the Documents with the 10 title, "RECORD DOCUMENTS -JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time,the probable number of occasions 13 upon which the job set must be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed,devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City,until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum,in accordance with the intervals set forth in Section 01 71 23, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil(not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 29 e. In the event of overlapping changes,use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings,arrangements of conduits,circuits,piping, 33 ducts,and similar items,are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor,subject to the 36 City's approval. 37 2) However,design of future modifications of the facility may require 38 accurate information as to the final physical layout of items which are 39 shown only schematically on the Drawings. 40 b. Show on the job set of Record Drawings,by dimension accurate to within 1 41 inch,the centerline of each run of items. 42 1) Final physical arrangement is determined by the Contractor,subject to the 43 City's approval. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 5 1 2) Show,by symbol or note,the vertical location of the Item("under slab","in 2 ceiling plenum", "exposed", and the like). 3 3) Make all identification sufficiently descriptive that it may be related 4 reliably to the Specifications. 5 c. The City may waive the requirements for conversion of schematic layouts 6 where,in the City's judgment,conversion serves no useful purpose. However, 7 do not rely upon waivers being issued except as specifically issued in writing 8 by the City. 9 B. Final Project Record Documents 10 1. Transfer of data to Drawings 11 a. Carefully transfer change data shown on the job set of Record Drawings to the 12 corresponding final documents,coordinating the changes as required. 13 b. Clearly indicate at each affected detail and other Drawing a full description of 14 changes made during construction,and the actual location of items. 15 c. Call attention to each entry by drawing a"cloud" around the area or areas 16 affected. 17 d. Make changes neatly,consistently and with the proper media to assure 18 longevity and clear reproduction. 19 2. Transfer of data to other Documents 20 a. If the Documents, other than Drawings,have been kept clean during progress of 21 the Work,and if entries thereon have been orderly to the approval of the City, 22 the job set of those Documents,other than Drawings,will be accepted as final 23 Record Documents. 24 b. If any such Document is not so approved by the City, secure a new copy of that 25 Document from the City at the City's usual charge for reproduction and 26 handling, and carefully transfer the change data to the new copy to the approval 27 of the City. 28 3.5 REPAIR/RESTORATION [NOT USED] 29 3.6 RE-INSTALLATION [NOT USED] 30 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 3.14 ATTACHMENTS [NOT USED] 38 END OF SECTION 39 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 017839-5 PROJECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 03 01 30.56-1 SURFACE PREPARATION FOR PATCHING Page 1 of 6 1 SECTION 03 0130.56 2 SURFACE PREPARATION FOR PATCHING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions of all labor,materials,supervision and incidentals required to locate and 7 remove all delaminated and unsound concrete,including preparation of cavities 8 created by removal to receive patching material and preparation of existing surface 9 spalls to receive patching material. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Not Applicable. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 14 Contract 15 2. Division 1 —General Requirements 16 3. Section 03 0130.76—Repair and Rehabilitation of Cast-in-Place Concrete. 17 D. Contractor shall fully acquaint himself with the existing job site conditions and discuss 18 the accessibility of the work areas with the Owner. 19 E. Provide barricades around the work area with appropriate signage to keep non- 20 construction people from entering work area. 21 F. Contractor shall provide all traffic cones or barriers to direct traffic during the repair of 22 the facility. This work shall be done in consultation with the Owner. 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Unit Price-Work associated with this Item is considered subsidiary to the various 26 Items bid. No separate payment will be allowed for this Item. 27 2. Lump Sum Price- Work associated with this Item is included in the total lump sum 28 price. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification,unless a date is specifically cited. 34 2. American Concrete Institute(ACI): 35 a. 301, Specifications for Structural Concrete 36 b. 546.1 R,Guide for Repair of Concrete Bridge Structures 37 c. 546R, Concrete Repair Guide 38 3. International Concrete Repair Institute(ICRI): VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 030130.56-2 SURFACE PREPARATION FOR PATCHING Page 2 of 6 1 a. 310.1R, Guide for Surface Preparation for the Repair of Deteriorated Concrete 2 Resulting from Reinforcing Steel Corrosion 3 b. 310.2R, Selecting and Specifying Concrete Surface Preparation for Sealers, 4 Coatings,Polymer Overlays,and Concrete Repair 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. 8 B. All submittals shall be approved by the City prior to delivery. 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 10 A. Submit copy of manufacturer's literature,to include: Product Data Sheets,and 11 appropriate Material Safety Data Sheets(MSDS). 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 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 19 2.1 OWNER-FURNISHED 10R] OWNER-SUPPLIED PRODUCTS [NOT USED] 20 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 21 A. Manufacturers 22 1. Only the manufacturers as listed on the City's Standard Products List will be 23 considered as shown in Section 0160 00. 24 a. The manufacturer must comply with this Specification and related Sections. 25 2. Any product that is not listed on the Standard Products List is considered a 26 substitution and shall be submitted in accordance with Section 0125 00. 27 B. Epoxy Coating for existing exposed non-prestressed steel reinforcement: 28 1. BASF: MasterEmaco P 124 29 2. Sika Corporation: Armatec 110 30 3. Duralprep A.C.by Euclid Chemical 31 C. Changes in products required to suit temperature and environmental conditions at the 32 time of material application shall be specified as separate line items by the Contractor 33 showing credit or additions to the price for the various tasks. 34 D. In using the above products,follow strictly the manufacturer's specifications and 35 directions for mixing and application.Also heed all label warnings by manufacturer. 36 Make application in accordance with applicable safety laws. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 030130.56-3 SURFACE PREPARATION FOR PATCHING Page 3 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Horizontal Surfaces 7 1. Contractor shall sound all designated floor areas for delaminations. 8 B. Vertical and Overhead Surfaces 9 1. Contractor shall sound vertical and overhead surfaces in designated areas that show 10 evidence of cracking and/or staining. Cracks,usually horizontal in orientation along 11 beam faces,and vertical in orientation near column corners are indicators of 12 delaminated concrete. 13 C. Delaminated areas: Once located by Contractor,Contractor shall further sound and 14 mark them to define limits. 15 D. Spalls: Contractor shall locate spalls by visual inspection, and mark boundaries. 16 E. City may mark additional unsound concrete for removal. 17 F. Areas to be removed shall be rectangular to provide adequate appearance. 18 G. Contractor shall locate and determine the depth of all embedded reinforcement, 19 electrical conduit,post-tensioned tendons,in repair area and mark these locations for 20 reference during concrete removal. Do not cut any embeds unless approved by City. 21 3.3 REPAIR PREPARATION 22 A. Contractor shall review all marked removal and preparation areas and request 23 clarification by City of shoring requirements in questionable areas. Shores shall be in 24 place prior to concrete removal and cavity preparation in any area requiring shores. 25 B. All delaminated, spalled and unsound concrete shall be removed from within marked 26 boundary to minimum depth of%2 inch by using 15 lb electric or air hammers equipped 27 with chisel point bits. When directed by City,chipping hammers less than 15 lb shall be 28 used to minimize damage to sound concrete. If delaminations exist beyond minimum 29 removal depth,chipping shall continue until all unsound and delaminated concrete has 30 been removed from cavity. 31 C. Where embedded reinforcement,anchorages,or electrical conduit is exposed by 32 concrete removal,proceed with caution to avoid damaging it during removal of 33 unsound concrete. Do not vibrate reinforcing steel or conduit to loosen concrete. If 34 bond between exposed embedded reinforcement/anchorages and adjacent concrete is 35 impaired by Contractor's removal operation,Contractor shall perform additional 36 removal around and beyond perimeter of reinforcement for minimum of 4 inch along 37 entire length affected at no cost to owner. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.56-4 SURFACE PREPARATION FOR PATCHING Page 4 of 6 1 D. Necessary approvals shall be obtained by the Contractor from authorizing governmental 2 or other agencies prior to abrasive-blasting.Abrasive-blasting operations shall comply 3 with the requirements of OSHA and NIOSH(National Institute for Occupational Safety 4 and Health) Standard PB 246-697. 5 E. If rust is present on embedded reinforcement where it enters sound concrete,additional 6 removal of concrete along and beneath reinforcement will be required.Additional 7 removal shall continue until non-rusted reinforcement is exposed,or may be terminated 8 per City's instructions. 9 F. Removal of concrete for repair requires saw cutting'/z inch into floor slab of the 10 perimeter of the removal,unless a more stringent criteria applies. For vertical and 11 overhead surfaces marked areas may be saw-cut,ground,or chipped to depth of/z inch 12 into existing concrete,measured from original surface. 13 G. Edges of patch areas shall be dressed perpendicular to member face to eliminate feather 14 edges.All edges shall be straight and patch areas square or rectangular-shaped. IS H. Contractor shall exercise extra caution during saw cutting to avoid damaging existing 16 reinforcement particularly post-tensioned tendons, sheathing,electrical conduit and any 17 other embedded items near surface of concrete.Any damage to existing embedded 18 items shall be repaired by Contractor with City's approved methods at no additional 19 cost to Owner. 20 3.4 INSPECTION OF REPAIR PREPARATION 21 A. After removals are complete,but prior to final cleaning,cavity and exposed 22 reinforcement shall be inspected by Contractor for compliance with requirements of this 23 Section. Contractor shall notify City upon completion. 24 B. Contractor shall inspect embedded reinforcement and conduits exposed within cavity 25 for defects due to corrosion or damage resulting from removal operations. Contractor 26 shall notify City of all defective and damaged reinforcement or conduits. Replacement 27 of damaged or defective reinforcement/conduits shall be performed in accordance to the 28 requirements of this Section. 29 3.5 CLEANING OF REINFORCEMENT 30 A. All exposed reinforcing steel shall be cleaned and free of rust and other contaminants. 31 Cleaning shall be accomplished by abrasive methods.Cleaning shall be completed 32 immediately before patch placement to insure that base metal is not exposed to 33 elements and further rusting for extended periods of time. Use powered wire brushes in 34 locations where reinforcing steel cannot be cleaned by abrasive-blasting or water- 35 blasting. 36 B. All exposed reinforcing steel shall be coated with a corrosion inhibiting product 37 specified in the Section"Products"in this specification prior to mortar application. 38 Protect prepared surfaces from damage prior to and during patch placement. 39 3.6 REINFORCEMENT IN REPAIR AREAS 40 A. All embedded reinforcement exposed during surface preparation that has lost more than 41 10%of original cross-sectional area due to corrosion shall be considered defective. 42 Defective reinforcement shall be supplemented in accordance to City's instructions and 43 shall be paid for by Owner. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.56-5 SURFACE PREPARATION FOR PATCHING Page 5 of 6 1 B. Damaged reinforcement caused during removals made by Contractor shall be 2 supplemented in accordance to City's instructions and shall be paid for by Contractor. 3 C. Supplement defective or damaged embedded reinforcement of equal diameter with a 4 Class B splice in accordance to ACI-318 beyond damaged portion of reinforcement. 5 Secure new reinforcement to existing reinforcement with approved anchors. 6 Supplemental steel shall be A615 Grade 60 steel except where more stringent 7 requirements apply in drawings and/or details. 8 D. Loose reinforcement exposed during surface preparation shall be securely anchored 9 prior to patch placement. Loose reinforcement shall be adequately secured with wire 10 ties to bonded reinforcement or with drilled-in anchors. Drilled-in anchors shall be TW- 11 1400 anchors by ITW Ramset/Red Head,Tie-Wire Wedge-All anchors by Simpson 12 Strong-Tie, or approved equal. Securing loose reinforcement is incidental to surface 13 preparation. 14 E. Refer to ACI-318 for minimum concrete cover to be provided over all new/existing 15 reinforcement except where more stringent requirements apply in drawings and/or 16 details. 17 3.7 PREPARATION OF CAVITY FOR PATCH PLACEMENT 18 A. Cavities will be examined prior to commencement of patching operations. Sounding 19 surface shall be part of examination. Delaminations noted during sounding shall be 20 removed as specified in this Section. 21 B. All debris shall be removed from site prior to commencement of patching. 22 3.8 INSTALLATION [NOT USED] 23 3.9 REPAIR/RESTORATION [NOT USED] 24 3.10 RE-INSTALLATION [NOT USED] 25 3.11 FIELD QUALITY CONTROL [NOT USED] 26 3.12 SYSTEM STARTUP [NOT USED] 27 3.13 ADJUSTING [NOT USED] 28 3.14 CLEANING [NOT USED] 29 3.15 CLOSEOUT ACTIVITIES [NOT USED] 30 3.16 PROTECTION [NOT USED] 31 3.17 MAINTENANCE [NOT USED] 32 3.18 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 030130.56-6 SURFACE PREPARATION FOR PATCHING Page 6 of 6 DATE NAME SUMMARY OF CHANGE 1 VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.76-1 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 1 of 11 1 SECTION 03 0103.76 2 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Modifications to existing concrete. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Not Applicable. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 03 0130.56 Surface Preparation for Patching 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Unit Price-Work associated with this Item is considered subsidiary to the various 17 Items bid. No separate payment will be allowed for this Item. 18 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 19 price. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this Specification refer to the current reference 23 standard 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. ASTM International(ASTM): 26 a. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for 27 Concrete Reinforcement. 28 b. C78,Test Method for Flexural Strength of Concrete. 29 c. C109,Test Method for Compressive Strength of Hydraulic Cement Mortars. 30 d. C 157,Test Method for Length Change of Hardened Hydraulic Cement Mortar 31 and Concrete. 32 e. C293,Test Method for Flexural Strength of Concrete. 33 f. C348,Test Method for Flexural Strength of Hydraulic Cement Mortars. 34 g. C496,Test Method for Splitting Tensile Strength of Cylindrical Concrete 35 Specimens. 36 h. C881, Epoxy-Resin-Base Bonding Systems for Concrete. 37 i. C882, Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant 38 Sheer. 39 j. D570,Test Method for Water Absorption of Plastics. 40 k. D638,Test Method for Tensile Properties of Plastics. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.76-2 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 2 of 11 1 1. D695,Test Method for Compressive Properties of Rigid Plastics. 2 m. D732,Test Method for Shear Strength of Plastics by Punch Tool. 3 n. D790,Test Methods for Flexural Properties of Unreinforced and Reinforced 4 Plastics and Electrical Insulating Materials. 5 3. International Concrete Repair Institute(ICRI): 6 a. 210.1, Guide for Verifying Field Performance of Epoxy Injection of Concrete 7 Cracks. 8 b. 210.3R,Guide for Using In-Situ Tensile Pull-Off Tests to Evaluate Bond of 9 Concrete Surface Materials. 10 c. 3 10.1 R, Guide for Surface Preparation for the Repair of Deteriorated Concrete 11 Resulting from Reinforcing Steel Corrosion. 12 B. Where reference is made to one of the above standards,the revision in effect at the time 13 of bid opening shall apply. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS 16 A. Submittals shall be in accordance with Section 0133 00. 17 B. All submittals shall be approved by the City prior to delivery. 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. If requested by City, submit Contractor's experience on previous concrete repair 20 projects,including: 21 1. Name of project. 22 2. Date completed. 23 3. Work performed. 24 4. Contracted amount(for repairs). 25 5. GC or Owner reference name and phone number for project. 26 6. Resumes of key personnel to be performing repair work. 27 B. Submit manufacturer's technical literature on all product brands proposed for use for 28 review. The submittal shall include the manufacturer's installation and/or application 29 instructions. 30 C. When substitutions for acceptable brands of materials specified herein are proposed, 31 submit brochures and technical data of the proposed substitutions for approval before 32 delivery to the project. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. No existing structure or concrete shall be shifted,cut,removed,or otherwise altered 37 until authorization is given by the City. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 03 01 30.76-3 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 3 of 11 1 B. When removing materials or portions of existing structures and when making openings 2 in existing structures,all precautions shall be taken and all necessary barriers,shoring 3 and bracing,and other protective devices shall be erected to prevent damage to the 4 structures beyond the limits necessary for the new work,protect personnel,control dust, 5 and to prevent damage to the structures or contents by falling or flying debris. Unless 6 otherwise permitted,shown,or specified,line drilling will be required in cutting existing 7 concrete. 8 C. Manufacturer Qualifications: The manufacturer of the specified products shall have a 9 minimum of 10 years experience in the manufacture of such products and shall have an 10 ongoing program of training, certifying, and technically supporting the Contractor's 11 personnel. 12 D. Contractor Qualifications: The Contractor performing the repairs shall have a minimum 13 of five(5)years experience in the repair of concrete structures. Personnel assign to this 14 project shall have experience and be trained in the installation of the repair products 15 specified for use. 16 1.10 DELIVERY,STORAGE,AND HANDLING 17 A. Deliver the specified products in original,unopened containers with the manufacturer's 18 name, labels,product identification, and batch numbers. 19 B. Store and condition the specified product as recommended by the manufacturer. 20 1.11 FIELD [SITE] CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2- PRODUCTS 23 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 24 2.2 MANUFACTURERS 25 A. Only the manufacturers as listed on the City's Standard Products List will be considered 26 as shown in Section 0160 00. 27 1. The manufacturer must comply with this Specification and related Sections. 28 B. Any product that is not listed on the Standard Products List is considered a substitution 29 and shall be submitted in accordance with Section 01 25 00. 30 C. In other Part 2 articles where titles below introduce lists,the following requirements 31 apply to product selection: 32 1. Available Products: Subject to compliance with requirements,products that may be 33 incorporated into the Work include,but are not limited to,products specified. 34 2. Products: Subject to compliance with requirements,provide one of the products 35 specified. 36 3. Available Manufacturers: Subject to compliance with requirements,manufacturers 37 offering products that may be incorporated into the Work include,but are not 38 limited to,manufacturers specified. 39 4. Manufacturers: Subject to compliance with requirements,provide products by one 40 of the manufacturers specified. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 03 01 30.76-4 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 4 of 11 1 2.3 MATERIALS 2 A. General: 3 1. Materials shall comply with this Section and any state or local regulations. 4 B. Epoxy Bonding Agent 5 1. Epoxy bonding agent shall be a two-component,solvent-free,asbestos-free, 6 moisture-insensitive epoxy resin material used to bond plastic concrete to hardened 7 concrete complying with the requirements of ASTM C881,Type V,and the 8 additional requirements specified herein. 9 2. Properties of the cured material: 10 a. Compressive Strength(ASTM D695): 8500 psi minimum at 28 days. 11 b. Tensile Strength(ASTM D638): 4000 psi minimum at 14 days. 12 c. Flexural Strength(ASTM D790-Modulus of Rupture): 6300 psi minimum at 13 14 days. 14 d. Shear Strength(ASTM D732): 5000 psi minimum at 14 days. 15 e. Water Absorption(ASTM D570-2 hour boil): 1 percent maximum at 14 days. 16 f. Bond Strength(ASTM C882) Hardened to Plastic: 1500 psi minimum at 14 17 days moist cure. 18 g. Color: Gray. 19 3. Manufacturers Products: 20 a. Sika Corporation,Lyndhurst,NJ- Sikadur 32,Hi-Mod 21 b. BASF Construction Chemicals, Shakopee,MN—MasterEmaco ADH 1090 RS. 22 c. Euclid Chemical Company, Cleveland,OH—Euco#452 Epoxy System 23 C. Epoxy Paste 24 1. Epoxy Paste shall be a two-component,solvent-free,asbestos free,moisture 25 insensitive epoxy resin material used to bond dissimilar materials to concrete such 26 as setting railing posts,dowels,anchor bolts,and all-threads into hardened concrete 27 and shall comply with the requirements of ASTM C881,Type I,Grade 3,and the 28 additional requirements specified herein. 29 2. Properties of the cured material: 30 a. Compressive Strength(ASTM D695): 10000 psi minimum at 28 days. 31 b. Tensile Strength(ASTM D638): 3000 psi minimum at 14 days. Elongation at 32 Break-0.3 percent minimum. 33 c. Flexural Strength(ASTM D790-Modulus of Rupture): 3700 psi minimum at 34 14 days. 35 d. Shear Strength(ASTM D732): 2800 psi minimum at 14 days. 36 e. Water Absorption(ASTM D570): 1.0 percent maximum at 7 days. 37 f. Bond Strength (ASTM C882): 2000 psi at 14 days moist cure. 38 g. Color: Concrete grey. 39 3. Manufacturers Products: 40 a. Sika Corporation,Lyndhurst,NJ- Sikadur 31,Hi-Mod Gel. 41 b. BASF Construction Chemicals, Shakopee,MN—MasterEmaco ADH 327 RS. 42 c. Euclid Chemical Company, Cleveland,OH—Euco#452 Gel Epoxy System. 43 D. Bonding Agent and Reinforcement Protection: Three-component, solvent-free, 44 moisture-tolerant,epoxy-modified, cementitious product specifically formulated as a 45 bonding agent for concrete and an anti-corrosion coating for reinforcement. 46 1. Properties of the cured material: VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 03 01 30.76-5 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 5 of 11 1 a. Compressive Strength(ASTM C109): 4000 psi at 3 days; 8000 psi at 28 days. 2 b. Flexural Strength(ASTM C348): 1000 psi at 28 days. 3 c. Tensile Strength(ASTM C496): 600 psi at 28 days. 4 d. Bond Strength(ASTM C882): 2800 psi at 14 days,moist cure,plastic concrete 5 to hardened concrete. 6 2. Manufacturers/Products: 7 a. Sika Corporation,Lyndhurst,NJ—Sika Armatec 110 EpoCem. 8 b. BASF Construction Chemicals, Shakopee,MN MasterEmaco P 124. 9 c. Euclid Chemical Company, Cleveland,OH Duralprep A.C. 10 d. Ardex Engineered Cements,Aliquippa, PA—Ardex BACA Bonding&Anti- 11 Corrosion Agent. 12 E. Repair Mortars 13 1. Hand-Applied: Pre-packaged,cementitious,two-component,polymer-modified, 14 trowel grade mortar for repairs on horizontal shall be an asbestos free,moisture 15 insensitive,polymer-modified,Portland cement-based mortar. 16 a. Properties of the cured material: 17 1) Compressive Properties(ASTM C109): 3500 psi at 1 day; 6500 psi at 28 18 days. 19 2) Tensile Strength(ASTM C496): 900 psi at 28 days. 20 3) Flexural Strength(ASTM C293): 2000 psi at 28 days. 21 4) Bond Strength(ASTM C882 modified): 2200 psi at 28 days. 22 b. Manufacturers/Products: 23 1) Sika Corporation,Lyndhurst,NJ- SikaTop 122 Plus 24 2) Euclid Chemical Company, Cleveland,OH—Duraltop Flowable Mortar 25 2. Hand-Applied/Spray-Applied: Pre-packaged, single component, silica fume 26 enhanced,fiber reinforced,shrinkage-compensated,high-strength repair mortar 27 specifically formulated for application to vertical and overhead surfaces by trowel 28 or low-pressure spray. 29 a. Properties of the cured material: 30 1) Compressive Strength(ASTM C109): 3500 psi at 1 day,9000 psi at 28 31 days. 32 2) Tensile Strength(ASTM C496): 700 psi at 28 days. 33 3) Flexural Strength(ASTM C348): 1100 psi at 28 days. 34 4) Slant Shear Strength(ASTM C882 modified): 3000 psi at 28 days. 35 b. Manufacturers/Products: 36 1) Sika Corporation,Lyndhurst,NJ—SikaRepair 224. 37 2) BASF Construction Chemicals, Shakopee,MN—MasterEmaco S 488 CI. 38 3) Euclid Chemical Company, Cleveland,OH—Eucoshot. 39 3. Form and Pour or Pump: Pre-packaged, single component, silica fume enhanced, 40 polymer-modified,free-flowing,cementitious mortar specifically formulated to be 41 placed into formwork by pouring or by pumping. 42 a. Properties of the cured material: 43 1) Compressive Strength(ASTM C109): 3000 psi at 1 day,6000 psi at 28 44 days. 45 2) Tensile Strength(ASTM C496): 500 psi at 28 days. 46 3) Flexural Strength(ASTM C293): 700 psi at 28 days. 47 4) Bond Strength(ASTM C882 modified): 2000 psi at 28 days. 48 b. Manufacturers/Products: VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.76-6 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 6 of I 1 1 1) Sika Corporation,Lyndhurst,NJ—Sika MonoTop 611. 2 2) BASF Construction Chemicals, Shakopee,MN—MasterEmaco S 466 CI. 3 3) Euclid Chemical Company, Cleveland,OH—Tamms Form and Pour. 4 4) Ardex Engineered Cements,Aliquippa, PA—Ardex FP Plus Form and 5 Pour. 6 F. Concrete Topping: 7 1. Concrete toppings(approximately 2 inches deep)may be made using repair mortars 8 specifically formulated for overlays. 9 2. Concrete Topping: Pre-packaged,single-component, shrinkage-compensated 10 concrete mix: 11 a. Properties of the cured material: 12 1) Compressive Strength(ASTM C-39): 2000 psi at 1 day; 6500 psi at 28 13 days. 14 2) Splitting Tensile Strength(ASTM C-496): 750 psi at 7 days, 1000 psi at 28 15 days 16 3) Flexural Strength(ASTM C-78): 500 psi at 1 day, 1000 psi at 28 days. 17 4) Bond Strength(ASTM C-882 modified): 1000 psi at 1 day, 2500 psi at 28 18 days. 19 5) Shrinkage(ASTM C157):<0.05%at 28 days. 20 6) Chloride Ion Permeability(ASTM C-1202): <650 Coloumbs at 28 days. 21 7) Freeze/Thaw Resistance(ASTM C-666): >99%at 300 cycles 22 b. Manufacturers/Products: 23 1) Sika Corporation,Lyndhurst,NJ—Sikacrete 211 SCC Plus. 24 2) BASF Construction Chemicals, Shakopee,MN—MasterEmaco T 1061. 25 3) Euclid Chemical Company, Cleveland,OH—Concrete Top Supreme. 26 4) Ardex Engineered Cements,Aliquippa,PA—Ardex TRM Repair Mortar. 27 3. Concrete toppings(approximately 2 inches deep)may be made using a concrete 28 mix design containing macro-fiber reinforcement conforming to the following 29 requirements: 30 a. Properties of the cured material: 31 1) Compressive Strength: 3000 psi minimum at 28 days. 32 2) Water/Cement Ratio: 0.45 maximum. 33 3) Maximum Water-Soluble Chloride Content: 0.06%by weight of cement 34 4) Air Content: 6.0+/- 1.5%. 35 5) Aggregate: 3/4"maximum. 36 6) Minimum Cementitious Material Content: 5401b/yd3 37 7) Maximum Shrinkage: 0.06%tested in accordance with ASTM 38 C157/C157M. 39 8) Slump: 3"to 5". 40 b. Macrofibers: 41 1) Euclid Chemical"Tuf-Strand SF", dosage as recommended by 42 manufacturer. 43 2) Other admixtures as recommended by redi-mix provider. 44 G. Full Depth Repairs: 45 1. Full depth repairs shall be made using new concrete conforming to the requirements 46 of repair mortar specifically formulated for full-depth repairs. 47 2. Full Depth Repair Mortar: Pre-packaged,single-component concrete mix with 48 factory blended coarse aggregate. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 03 01 30.76-7 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 7 of I 1 1 a. Properties of the cured material: 2 1) Compressive Strength(ASTM C109): 2000 psi at 1 day; 5000 psi at 28 3 days. 4 2) Tensile Strength(ASTM C496): 500 psi at 28 days. 5 3) Flexural Strength(ASTM C78): 700 psi at 28 days. 6 4) Bond Strength(ASTM C882 modified): 1500 psi at 28 days. 7 5) Shrinkage(ASTM C157): <0.05%at 28 days. 8 b. Manufacturers/Products: 9 1) Sika Corporation,Lyndhurst,NJ—Sikacrete 211. 10 2) BASF Construction Chemicals, Shakopee,MN—MasterEmaco T 240. 11 3) Euclid Chemical Company, Cleveland,OH—Euco-Speed. 12 4) Ardex Engineered Cements,Aliquippa, PA—Ardex FDX Full Depth 13 Extended Repair Mortar. 14 H. Steel Reinforcement and Accessories for replacement of corroded reinforcement: 15 1. Reinforcing bars shall be ASTM A615,Grade 60, deformed. 16 2. Chairs shall have plastic feet or shall be plastic coated. 17 3. Fabrication: Comply with referenced standards and general notes on the repair 18 drawings. 19 a. Do not field bend bars. All bars shall be shop fabricated. 20 b. All bends and hooks shall conform to bend standards noted in the CRSI Manual 21 of Standard Practice unless otherwise noted on repair plans. Cold bend all 22 reinforcement. 23 1. Curing Materials: Comply with manufacturer's written requirements regarding curing 24 of repair materials, or wet-cure with absorbent cover meeting AASHTO M-182,Class 2, 25 such as burlap. 26 2.4 ACCESSORIES [NOT USED] 27 2.5 SOURCE QUALITY CONTROL [NOT USED) 28 PART 3- EXECUTION 29 3.1 GENERAL 30 A. Cut,repair,reuse,demolish,excavate, or otherwise modify parts of the existing 31 structures or appurtenances, as indicated on the Drawings,specified herein,or necessary 32 to permit completion of the Work. Finishes,joints,reinforcements,sealants,etc.,are 33 specified in respective Sections. All work shall comply with other requirements of this of 34 Section and as shown on the Drawings. 35 B. All commercial products specified in this Section shall be stored,mixed, and applied in 36 strict compliance with the manufacturer's recommendations. 37 C. In all cases where concrete is repaired in the vicinity of an expansion joint or control 38 joint the repairs shall be made to preserve the isolation between components on either 39 side of the joint. 40 D. Where possible,rebar locations shall be identified prior to drilling using"rebar 41 locators" so that drilled hole locations may be adjusted to avoid rebar interference. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.76-8 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 8 of 11 1 E. When drilling holes for dowels/bolts at new or existing concrete, drilling shall stop if 2 rebar is encountered. As approved by the City,the hole location shall be relocated to 3 avoid rebar. Rebar shall not be cut without prior approval by the City. 4 3.2 INSTALLERS [NOT USED] 5 3.3 EXAMINATION [N OT USED] 6 3.4 PREPARATION [NOT USED] 7 3.5 CONCRETE REMOVAL 8 A. Refer to Section 03 0130.56 9 B. Concrete specified to be left in place that is damaged shall be repaired by approved 10 means to the satisfaction of the City. 11 3.6 CONNECTION SURFACE PREPARATION 12 A. Connection surfaces shall be prepared as specified below for concrete areas requiring 13 patching,repairs or modifications as shown on the Drawings,specified herein,or as 14 directed by the City. 15 B. Perform surface preparation in compliance with ICRI Technical Guideline No. 310.1 R 16 "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from 17 Reinforcing Steel Corrosion." 18 C. Remove all deteriorated materials, dirt, oil,grease,and all other bond inhibiting 19 materials from the surface by dry mechanical means,i.e.,chipping, sandblasting, 20 grinding,etc., as approved by the City. Be sure the areas are not less than 1/2-in in depth. 21 Surface profile shall be in accordance with repair material manufacturer's 22 recommendations, or CSP-4,whichever is greater. Irregular voids or surface stones need 23 not be removed if they are sound,free of laitance,and firmly embedded into parent 24 concrete,subject to the City's final inspection. 25 D. Verify the adequacy of the prepared concrete surface and evaluate the bond strength 26 capacity and tensile strength of the existing concrete substrate by performing tensile pull- 27 off tests at a minimum of five(5)random locations. At least two of the locations shall be 28 near the sawcut edges of areas to be repaired. 29 1. Tensile pull-off tests shall be performed in accordance with ICRI Technical 30 Guideline No. 210.3 "Guide for Using In-Situ Tensile Pull-Off Tests to Evaluate 31 Bond of Concrete Surface Materials." 32 2. Pull-off testing device shall be one of the following,calibrated in accordance with 33 manufacturer's recommendations: 34 a. Dyna Pull-Off Tester by Proceq. 35 b. 007 James Bond Tester by James Instruments. 36 c. "Homemade"testing devices will not be acceptable. 37 3. Tensile pull-off tests shall be used by the City to determine the acceptable degree of 38 bond to be achieved by the repair materials to the existing concrete substrate. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 030130.76-9 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 9 of 11 1 E. If reinforcing steel is exposed,it must be mechanically cleaned to remove all 2 contaminants,rust,etc.,as approved by the City. If half of the diameter of the 3 reinforcing steel is exposed,chip out behind the steel. The distance chipped behind the 4 steel shall be a minimum of 3/4-in. Reinforcing to be saved shall not be damaged during 5 the demolition operation. 6 F. Reinforcing steel that has lost cross-sectional area shall be brought to the attention of 7 the City. 8 G. Reinforcing from existing demolished concrete that is shown to be incorporated in new 9 concrete shall be cleaned by mechanical means to remove all loose material and products 10 of corrosion before proceeding with the repair. It shall be cut,bent, or lapped to new 11 reinforcing as shown on the Drawings and provided with 3/4-in minimum cover all 12 around. 13 3.7 INSTALLATION [NOT USED] 14 3.8 MATERIAL APPLICATION 15 A. The following are specific concrete installation"methods"to be used where called for 16 on the Drawings,specified herein,or as directed by the City. 17 1. Method A: After the existing concrete surface at connection has been roughened 18 and cleaned,thoroughly moisten the existing surface with water to obtain a 19 saturated surface dry(SSD)condition. Apply bonding agent to concrete surfaces 20 and anti-corrosion agent to exposed reinforcing steel in accordance with 21 manufacturer's recommendations. Place new concrete or repair material as detailed 22 on the Drawings within the application time specified by the bonding agent material 23 manufacturer. 24 2. Method B: After the existing concrete surface has been roughened and cleaned, 25 apply epoxy bonding agent at connection surface. The field preparation and 26 application of the epoxy bonding agent shall comply strictly with the manufacturer's 27 recommendations. Place new concrete or repair material to limits shown on the 28 Drawings within time constraints recommended by the manufacturer to ensure 29 bond. 30 3. Method C: Drill a hole 1/4-in larger than the diameter of the dowel. The hole shall 31 be blown clear of loose particles and dust just prior to installing epoxy. The drilled 32 hole shall first be filled with epoxy paste,then dowels/bolts shall be buttered with 33 paste then inserted by tapping. Unless otherwise shown on the Drawings,deformed 34 bars shall be drilled and set to a depth of 10 bar diameters and smooth bars shall be 35 drilled and set to a depth of 15 bar diameters. If not noted on the Drawings,the 36 City will provide details regarding the size and spacing of dowels. 37 4. Method D: Combination of Method A and C. 38 5. Method E: Combination of Method B and C. 39 3.9 FINISHING AND CURING 40 A. Provide broom finish for areas not scheduled to receive a coating. 41 B. Provide a float finish for areas scheduled to receive a coating. 42 C. Cure repairs for a minimum of 72 hours unless otherwise specified or permitted by 43 material manufacturer. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 03 01 30.76-10 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 10 of 11 1 3.10 REPAIR/RESTORATION [NOT USED] 2 3.11 RE-INSTALLATION [NOT USED] 3 3.12 FIELD QUALITY CONTROL 4 A. Testing and Inspecting: City will engage a qualified testing and inspecting agency to 5 perform filed tests and inspections and prepare test reports. 6 B. Inspections: 7 1. Refer to Section 03 0130.56 for inspections prior to application of repair material. 8 2. Contractor shall sound repaired areas upon completion. Remove and replace areas 9 that are hollow-sounding. 10 3. Upon completion of the repair areas by the Contractor,notify City and material 11 manufacturer. City and material manufacturer shall sound the repaired areas to 12 check for delaminations and other observable deficiencies. 13 C. Repair Material Testing: 14 1. After repair materials have cured for a minimum of seven(7)days,tensile pull-off 15 tests shall be performed at a minimum of five(5)random locations for every 250 16 square feet of concrete surface area repaired. Test locations shall be selected by 17 City. 18 2. Tensile pull-off tests shall be performed in accordance with ICRI Technical 19 Guideline No. 210.3 "Guide for Using In-Situ Tensile Pull-Off Tests to Evaluate 20 Bond of Concrete Surface Materials." 21 3. Pull-off testing device shall be one of the following, calibrated in accordance with 22 manufacturer's recommendations: 23 a. Dyna Pull-Off Tester by Proceq. 24 b. 007 James Bond Tester by James Instruments. 25 c. "Homemade"testing devices will not be acceptable. 26 4. Pull-off test shall be deemed acceptable if- 27 £27 a. Test result is at least 90%of the average tensile strength of the existing 28 concrete as determined by the tests performed per Paragraph 3.3.D.; 29 b. Test result is at least 75%of the average tensile strength of the existing 30 concrete as determined by the tests performed per Paragraph 3.3.1). and 100%of 31 the failure occurs in the concrete substrate. 32 c. Test result exceeds 250 psi. 33 5. An additional tensile pull-off test shall be performed at every location where an 34 acceptable test result is not achieved. 35 a. Additional tests shall be performed at no additional cost to the City. 36 6. If additional tensile pull-off test does not achieve an acceptable test result,repair 37 material shall be removed,replaced, and re-tested at no additional cost to the City. 38 3.13 SYSTEM STARTUP [NOT USED] 39 3.14 ADJUSTING [NOT USED] 40 3.15 CLEANING [NOT USED] 41 3.16 CLOSEOUT ACTIVITIES [NOT USED] VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 03 01 30.76-11 REPAIR AND REHABILITATION OF CAST-IN-PLACE CONCRETE Page 11 of 11 1 3.17 PROTECTION [NOT USED] 2 3.18 MAINTENANCE [NOT USED] 3 3.19 ATTACHMENTS [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 6 VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 03 30 01-1 CONCRETE AND REINFORCING STEEL Page 1 of 10 SECTION 03 30 01 CONCRETE AND REINFORCING STEEL PART1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials,equipment and incidentals required and install all concrete work complete as shown on the Drawings and as specified herein. 1.02 RELATED WORK A. Grout is included in Section 03 60 00. B. Modifications to existing concrete are included in Section 03 01 30.83. 1.03 SUBMITTALS A. Submit, in accordance with Section 0133 00,shop drawings and product data for: 1. Placing drawings and bar bending details in conformity with the recommendations of ACI 315. 2. Technical data on all materials and components. 3. Material Safety Data Sheets(MSDS) for all concrete admixtures and curing agents. B. Test Reports: 1. Sieve analysis,mechanical properties and deleterious substance content for fine and coarse aggregates. 2. Concrete mixes: For each formulation of concrete proposed for use, submit constituent quantities per cubic yard,water cementitious ratio,concrete slump,type and manufacturer of cement. Provide either a. or b.,below,for each mix proposed. a. Standard deviation data for concrete mixes based on statistical records. b. Water cementitious ratio curve for concrete mixes based on laboratory tests. Provide average cylinder strength test results at 7 and 28 days for laboratory concrete mix designs. Provide results of 14 day tests if available. C. Certifications: 1. Certify that admixtures used in the same concrete mix are compatible with each other and the aggregates. 2. Certificate of conformance for concrete production facilities from NRMCA. ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 033001-2 CONCRETE AND REINFORCING STEEL Page 2 of 10 1.04 REFERENCE STANDARDS A. ASTM International(ASTM): 1. ASTM A615 - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. 2. ASTM C31 - Standard Practice for Making and Curing Concrete Test Specimens in the Field. 3. ASTM C33 - Standard Specification for Concrete Aggregates. 4. ASTM C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 5. ASTM C94-Standard Specification for Ready-Mixed Concrete. 6. ASTM C143 -Standard Test Method for Slump of Hydraulic-Cement Concrete 7. ASTM C 15-Standard Specification for Portland Cement 8. ASTM C173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. 9. ASTM C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 10. ASTM C26O- Standard Specification for Air-Entraining Admixtures for Concrete. 11. ASTM C311 -Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland-Cement Concrete. 12. ASTM C494-Standard Specification for Chemical Admixtures for Concrete. 13. ASTM C618 -Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Portland Cement Concrete. B. American Concrete Institute(ACI): 1. ACI 211.1 - Standard Practice for Selecting Proportions for Normal,Heavyweight and Mass Concrete. 2. ACI 232.2R-Use of Fly Ash in Concrete 3. ACI 301 - Specification for Structural Concrete. 4. ACI 304R-Guide for Measuring,Mixing,Transporting,and Placing Concrete. 5. ACI 305R-Hot Weather Concreting. 6. ACI 306R-Cold Weather Concreting. ©2017 CAM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 03 30 01-3 CONCRETE AND REINFORCING STEEL Page 3 of 10 7. ACI 315 -Details and Detailing of Concrete Reinforcement. 8. ACI 318 -Building Code Requirements for Structural Concrete. C. Concrete Reinforcing Steel Institute(CRSI): 1. MSP-Manual of Standard Practice [National Ready Mixed Concrete Association(NRMCA):Where reference is made to one of the above standards,the revision in effect at the time of bid opening shall apply. 1.05 QUALITY ASSURANCE A. Comply with ACI 318, and other stated specifications,codes and standards.Apply the most stringent requirements of stated specifications,codes, standards, and this Section when conflicts exist. B. If,during the progress of the work, it is impossible to secure concrete of the specified workability and strength with the materials being furnished,the Engineer may order such changes in proportions or materials, or both,as may be necessary to secure the specified properties. Make all changes so ordered at the no additional cost to the Owner. C. All field testing and inspection services and related laboratory tests required will be provided by the Owner. The cost of such work will be paid for by the Owner. Methods of testing will comply with the latest applicable ASTM methods. D. Develop concrete mixes and their testing by an independent testing laboratory engaged by and at the expense of the Contractor. Methods of testing shall comply with the latest applicable ASTM methods. 1.06 DELIVERY,STORAGE AND HANDLING A. Ship and store reinforcing steel with bars of the same size and shape fastened in bundles with durable tags,marked in a legible manner with waterproof markings showing the same designations as those shown on the submitted placement drawings. Provide reinforcing steel free from mill scale, loose rust,mud,dirt,grease, oil,ice or other foreign matter. Store off the ground,protect from moisture and keep free from rust,mud,dirt, grease,oil,ice or other injurious contaminants. B. Store products in conformity with the manufacturer's recommendations. C. Store or stockpile sand,aggregates,cement and fly ash in conformity with ACI 301. PART 2 PRODUCTS 2.01 GENERAL A. The use of manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and general configuration desired. B. Like items of materials shall be the end products of one manufacturer in order to provide standardization for appearance,maintenance and manufacturer's service. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 03 30 01-4 CONCRETE AND REINFORCING STEEL Page 4 of 10 C. Materials shall comply with this Section and any applicable State or local requirements. 2.02 MATERIALS A. Cement: Domestic portland cement conforming to ASTM C150. Do not use air entraining cements.The allowable types of cement for each class of concrete are shown in Table 1, B. Fine Aggregate: Washed inert natural sand conforming to ASTM C33. C. Coarse Aggregate: Well-graded crushed stone or washed gravel conforming to ASTM C33, size 57. Limits of deleterious substances and physical property requirements as listed in ASTM C33, Table 4 for severe weathering regions. D. Water: Potable water free of oil,acid,alkali,salts,chlorides,(except those attributable to drinking water)organic matter,or other deleterious substances. E. Admixtures: Use admixtures free of chlorides and alkalis(except for those attributable to drinking water).The admixtures shall be from the same manufacturer when it is required to use more than one admixture in the same concrete mix.Use admixtures compatible with the concrete mix including other admixtures. 1. Air Entraining Admixture: Conforming to ASTM C260. Proportion and mix in accordance with manufacturer's recommendations. 2. Water Reducing Admixture: Conforming to ASTM C494,Type A. Proportion and mix in accordance with manufacturer's recommendations. 3. Do not use admixtures causing retarded or accelerated setting of concrete without written approval from the Engineer.Use retarding or accelerating water reducing admixtures when so approved. F. Fly Ash: Class F fly ash complying with ASTM C618,including the requirements of Table 1 but with the Loss of Ignition(LOI)limited to 3 percent maximum and the optional physical requirements of Table 3. G. Deformed Concrete Reinforcing Bars: ASTM A615,Grade 60 deformed bars. H. Reinforcing Steel Accessories: 1. Plastic Protected Wire Bar Supports: CRSI Bar Supports,Class 1 -Maximum Protection. 2. Stainless Steel Protected Wire Bar Supports: CRSI Bar Supports, Class 2 -Moderate Protection with legs made wholly from stainless steel wire. 3. Precast Concrete Bar Supports: CRSI Bar Supports, Precast Concrete Bar Supports. Precast concrete blocks that have equal or greater strength than the surrounding concrete. I. Tie Wires for reinforcement: 16 gauge or heavier black annealed wire. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 033001-5 CONCRETE AND REINFORCING STEEL Page 5 of 10 2.03 MIXES A. Select proportions of ingredients to meet the design strength and materials limits specified in Table 1 and to produce placeable, durable concrete conforming to these Specifications. Proportion ingredients to produce a homogenous mixture which will readily work into corners and angles of forms and around reinforcement without permitting materials to segregate or allowing free water to collect on the surface. B. Base concrete mixes on standard deviation data of prior mixes with essentially the same proportions of the same constituents or,if not available,develop concrete mixes by laboratory tests using the materials proposed for the work. C. Compression Tests: Provide testing of the proposed concrete mix or mixes to demonstrate compliance with the compression strength requirements in conformity with the provisions of ACI 318. D. Entrained air, as measured by ASTM C231,shall be as shown in Table 1. E. Slump of the concrete as measured by ASTM C143,shall be as shown in Table 1. TABLE 1 Class Design Cement Cementitious W/C WR Fly Ash Slump Strength ASTM Content ( ) ( ) ( ) 3 4 5 Range (1) C150 (2) Inches B 3000 Type II 480 0.54 max Yes Yes 1-4 TABLE 1 NOTES: (1) Minimum compressive strength in psi at 28 days (2) Minimum cementitious content in lbs per cubic yard(where fly ash is used,cementitious content is defined as cement content plus fly ash content) (3) W/C is Maximum Water Cementitious ratio by weight (4) WR is water reducing admixture (5) Fly ash content in the range of 20-25 percent of the total cement content plus fly ash content,by weight (6) All concrete classes shall have 3.5 to 5 percent air entrainment. 2.04 MEASURING, BATCHING,MIXING AND TRANSPORTING CONCRETE A. Measure,batch,mix and transport concrete in conformance with ASTM C94 and the requirements herein or as otherwise approved in writing by the Engineer. B. Ready-mixed concrete,whether produced by a concrete supplier or the Contractor shall conform to the requirements above. Do not hand mix. C. Dispense admixtures into the batch in conformity with the recommendations of the admixture manufacturer. D. Mix concrete until there is uniform distribution of the materials and discharge completely before the mixer is recharged. The mixer shall be rotated at a speed recommended by the mixer C 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 03 30 01-6 CONCRETE AND REINFORCING STEEL Page 6 of 10 manufacturer and mixing shall be continued for at least 1-1/2 minutes after all the materials are in the mixer. Place concrete within 1-1/2 hours of the time at which water was first added, otherwise it will be rejected. Concrete which has been remixed or retempered,or to which an excess amount of water has been added,will also be rejected. 2.05 FORMS A. Provide forms free from roughness and imperfections,watertight and braced and tied to prevent motion when concrete is placed. Wooden spreaders will not be allowed in the concrete. B. Wire ties will not be allowed. Metal ties or anchorages which are necessary within the forms shall be so constructed that the metal work can be removed for a depth of at least 1-1/2-in from the concrete surface without damage by spalling. Clean forms before using and treat with form release agent,or other approved material. C. All exposed edges of the finished concrete shall be chamfered 3/4-in. PART 3 EXECUTION 3.01 CONSTRUCTION JOINTS A. Locate construction joints where indicated or where approved by the Engineer. B. Continue all reinforcing steel through the joint. C. At construction joints and at concrete joints indicated to be "roughened",uniformly roughen the surface of the concrete to a full amplitude(distance between high and low points and side to side)of 1/4-in with chipping tools to expose a fresh face. Thoroughly clean joint surfaces of loose or weakened materials by waterblasting or sandblasting and prepare for bonding. At least two hours before and again shortly before the new concrete is deposited,saturate the joints with water. After glistening water disappears,coat joints with neat cement slurry mixed to the consistency of very heavy paste.The surfaces shall receive a coating at least 1/8-in thick, scrubbed-in by means of stiff bristle brushes. Deposit new concrete before the neat cement dries. 3.02 REINFORCING STEEL A. Fabricate reinforcing steel accurately to the dimensions shown. Bend bars around a revolving collar having a diameter of not less than that recommended in ACI 318. All bars shall be bent cold. B. Provide tension lap splices in compliance with ACI 318. Stagger splices in adjacent bars where possible. Provide Class B tension lap splices at all locations unless otherwise indicated. C. Lap splices in welded wire fabric in accordance with the requirements of ACI 318 but not less than 12-in. Tie the spliced fabrics together with wire ties spaced not more than 24-in on center and lace with wire of the same diameter as the welded wire fabric. Offset splices in adjacent widths to prevent continuous splices. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 033001-7 CONCRETE AND REINFORCING STEEL Page 7 of 10 D. Use precast concrete blocks where the reinforcing steel is to be supported over soil. Use plastic protected bar supports or steel supports with plastic tips where the reinforcing steel is to be supported on forms for a concrete surface that will be exposed to weather,high humidity,or liquid. Use stainless steel supports or plastic tipped metal supports in all other locations unless otherwise noted on the Drawings or specified herein. E. Before placing in position,clean reinforcement of loose mill scale and rust,mud,dirt,grease, oil and other coatings,including ice that reduce or destroy bond. When there is a delay in depositing concrete after the reinforcement is in place,bars shall be reinspected and cleaned again when necessary. F. Coat reinforcement which is to be exposed for a considerable length of time after being placed with a heavy coat of cement grout. G. Do not cover any reinforcing steel with concrete until the amount and position of the reinforcement has been checked and the Engineer has given permission to proceed. 3.03 INSPECTION AND COORDINATION A. Batching,mixing,transporting,placing and curing of concrete shall be subject to the inspection of the Engineer at all times.Advise the Engineer of readiness to proceed at least six working hours prior to each concrete placement.The Engineer will inspect the preparations for concreting including the preparation of previously placed concrete,the reinforcing and the alignment,cleanliness and tightness of formwork. Do not place concrete without the inspection and acceptance of the Engineer. 3.04 CONCRETE APPEARANCE A. Remix concrete showing either poor cohesion or poor coating of the coarse aggregate with paste. If this does not correct the condition,the concrete shall be rejected. B. Provide concrete having a homogeneous structure which,when hardened,will have the specified strength, durability and appearance. Provide mixtures and workmanship such that concrete surfaces,when exposed,will require no finishing except as specified herein. 3.05 PLACING AND COMPACTING A. Do not place concrete until forms,condition of subgrade and method of placement have been approved by the Engineer. Remove all debris,foreign matter, dirt, ice and standing water from the forms before depositing concrete. Do not place concrete on frozen subgrade,snow or ice. The contact surface between concrete previously placed and new concrete shall be cleaned and brushed with cement paste. Concrete,except as indicated on the Drawings, shall not be placed in water or submerged within 24 hours after placing,nor shall running water be permitted to flow over the surface of fresh concrete within 4 days after its placing. B. Deposit concrete as near its final position as possible to prevent segregation due to rehandling or flowing. Pumping of concrete will be permitted when an approved design mix and aggregate sizes suitable for pumping are used. Do not deposit concrete which has partially hardened or which has been contaminated by foreign materials. If the section cannot be placed continuously, place construction joints as specified or as approved. Place concrete for walls using tremie tubes in 12-in to 24-in lifts,keeping the surface horizontal. Do not drop concrete more than 4-ft. C 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 03 30 01-8 CONCRETE AND REINFORCING STEEL Page 8 of 10 C. Use high frequency mechanical vibrators to obtain proper consolidation of the concrete. Do not use vibrators to move or transport concrete in the forms. Do not over-vibrate so as to segregate. Continue vibration until the frequency returns to normal,trapped air ceases to rise and the surface appears liquefied,flattened and glistening. Use spades,rods or forks so that concrete is completely worked around reinforcement,embedded items,pipe stubs,and openings and into corners of forms. 3.06 CURING AND PROTECTION A. Protect all concrete work against injury from the elements and defacements of any nature during construction operations. B. Cure all concrete in conformance with ACI 301. Concrete that is to be used for the containment of water shall be water cured. Water curing shall be by ponding,by continuous sprinkling or by covering with continuously saturated burlap. Other concrete shall be cured by either water curing, sheet material curing or liquid membrane curing compound except that liquid membrane curing compound shall not be used on any concrete surface where additional concrete is to be placed or where the concrete surface is to be coated or painted. C. Protect finished surfaces and slabs from the direct rays of the sun to prevent checking and crazing. D. During cold weather concrete shall be batched,delivered,placed,cured and protected in compliance with the recommendations of ACI 306R. Do not use salt,manure or other chemicals for cold weather protection. E. During hot weather concrete shall be batched,delivered,placed,cured and protected in compliance with the recommendations of ACI 305R. The temperature of the concrete shall be such that it will cause no difficulties from loss of slump,flash set or cold joints. Immediately cover plastic concrete with sheet curing material during hot weather. 3.07 FIELD TESTS A. Sets of field control cylinder specimens will be taken by the Engineer during the progress of the work, in compliance with ASTM C31.The number of sets of concrete test cylinders taken of each class of concrete placed each day will not be less than one set per day,nor less than one set for each 150 cu yds of concrete nor less than one set for each 5,000 sq ft of surface area for slabs or walls. Specimens will be formed in 6-in diameter by 12-in long non-absorbent cylindrical molds. 1. A"set"of test cylinders shall consist of four cylinders: one to be tested at seven days and two to be tested and their strengths averaged at 28 days. The fourth may be used for a special test at 3 days or to verify strength after 28 days if 28 day test results are low. 2. When the average 28 day compressive strength of the cylinders in any set falls below the required compressive strength or below proportional minimum seven-day strengths (where proper relation between seven and 28 day strengths have been established by tests), change proportions,cementitious content, or temperature conditions to achieve the required strengths at no additional cost to the Owner. 201 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 03 30 01-9 CONCRETE AND REINFORCING STEEL Page 9 of 10 B. Cooperate in the making of tests by allowing free access to the work for the selection of samples. Provide an insulated closed curing box for the specimens and protect the specimens against injury or loss through construction operations.Furnish material and labor required for the purpose of taking concrete cylinder samples.All shipping of specimens will be paid for by the Contractor. C. Slump tests will be made in the field by the Testing Laboratory in conformity with ASTM C143. D. Tests for air content will be made in the field by the Testing Laboratory in compliance with either the pressure method(ASTM C231)or by the volumetric method(ASTM C173). 3.08 STRIPPING AND FINISHING CONCRETE A. Do not remove forms before the concrete has attained a strength of at least 30 percent of the specified design strength nor before reaching approximately"100 day-degrees" of moist curing (whichever is the longer). Degree-days are defined as the total number of 24 hour periods multiplied by the weighted average daily air temperature at the surface of the concrete(e.g.,7 days at an average 50 degrees F=350 degree-days). B. Exercise care to prevent damaging edges or obliterating the lines of chamfers,rustications or corners when removing the forms or doing any other work adjacent thereto. C. Clean all exposed concrete surfaces and adjoining work stained by leakage of concrete,to the satisfaction of the Engineer. D. Immediately after removal of forms remove tie cones and metal portions of ties. Fill holes promptly upon stripping as follows: Moisten the hole with water,followed by a 1/16-in brush coat of neat cement slung mixed to the consistency of a heavy paste. Immediately plug the hole with a 1 to 1.5 mixture of cement and concrete sand mixed slightly damp to the touch(just short of"balling"). Hammer the grout into the hole until dense,and an excess of paste appears on the surface in the form of a spider web. Trowel smooth with heavy pressure.Avoid burnishing. E. Defective concrete and honeycombed areas: Chip down square and at least 1-in deep to sound concrete with hand chisels or pneumatic chipping hammers. Irregular voids or surface stones need not be removed if they are sound,free of laitance, and firmly embedded in the parent concrete. If honeycomb exists around reinforcement,chip to provide a clear space at least 3/8-in wide all around the steel. For areas less than 1-1/2-in deep,the patch may be made in the same manner as described above for filling form tie holes, care being exercised to use adequately dry (non-trowelable)mixtures and to avoid sagging. Thicker repairs will require build-up in successive 1-1/2-in layers on successive days,each layer being applied(with slung,etc.)as described above. F. Concrete to receive dampproofing and concrete not exposed in the finished work shall have off- form finish with fins and other projections removed and tie cones and defects filled as specified above. ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 03 30 01-10 CONCRETE AND REINFORCING STEEL Page 10 of 10 G. Screed top surface of slabs to the established grades and to a true plane with a tolerance of 1/8- in when checked with a 10-ft straightedge. Finish the surface to give a smooth,hard,even surface free from high or low spots or other defects.Concrete subject to pedestrian traffic shall be given a broom finish. Failure to meet these conditions shall be cause for removal,grinding, or other correction as directed by the Engineer. 3.09 SCHEDULE A. The following(Table 2)are the general applications for the various concrete design strengths to be used: TABLE 2 Design Strength Class (psi) Description B 3,000 Concrete pavements END OF SECTION C 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 036000-1 GROUT Page 1 of 6 SECTION 03 60 00 GROUT PART1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials,equipment,and incidentals required and install grout complete as shown on the Drawings and as specified herein. 1.02 RELATED WORK A. Concrete formwork is included in Section 03 30 01. B. Concrete reinforcement is included in Section 03 30 01. C. Concrete joints and joint accessories are included in Section 03 30 01. D. Cast-in-place concrete is included in Section 03 30 O1.Modifications to existing concrete are included in Section 03 0130.83 E. Miscellaneous metals are included in Section 05 50 00. 1.03 SUBMITTALS A. Submit,in accordance with Section 01 30 00, shop drawings and product data showing materials of construction and details of surface preparation,mixing,and installation for: 1. Commercially manufactured non-shrink cementitious grout. Include catalog cuts,technical data,storage requirements,product life,working time after mixing,temperature considerations, conformity to the specified ASTM standards, and Material Safety Data Sheet. B. Qualifications 1. Submit documentation that grout manufacturers have a minimum of 10 years' experience in the production and use of the grouts proposed. 2. Independent Testing Laboratory a. Name and address b. Names and positions of principal officers and the name,position,and qualifications of the responsible registered professional engineer in charge. c. Listing of technical services to be provided. Indicate external technical services to be provided by other organizations. d. Names and qualifications of the supervising laboratory technicians. e. Statement of conformance provided by evaluation authority defined in ASTM C1077. Provide report prepared by evaluation authority when requested by the Engineer/Owner's Representative. f. Submit as required above for other organizations that will provide external technical services. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 036000-2 GROUT Page 2 of 6 1.04 REFERENCE STANDARDS A. ASTM International 1. ASTM C33 -Standard Specification for Concrete Aggregates 2. ASTM C150- Standard Specification for Portland Cement 3. ASTM C531 -Standard Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars,Grouts and Monolithic Surfacings and Polymer Concretes 4. ASTM C827-Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures 5. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation 6. ASTM C1107 - Standard Specification for Packaged Dry,Hydraulic-Cement Grout(Non- shrink) 7. ASTM D695 -Standard Test Method for Compressive Properties of Rigid Plastics. 8. ASTM E329- Standard specification for agencies engaged in the testing and/or inspection of materials used in construction B. Where reference is made to one of the above standards,the revision in effect at the time of bid opening shall apply. 1.05 QUALITY ASSURANCE A. Qualifications 1. Grout manufacturers shall have a minimum of 10 years' experience in the production and use of the type of grout proposed. 2. Independent testing laboratory shall meet the requirements of ASTM E329 and ASTM C1077 and be acceptable to the Engineer/Owner's Representative. Laboratories affiliated with the Contractor or in which the Contractor or officers of the Contractor's organization have beneficial interest are not acceptable. B. Field Testing 1. All field testing and inspection services will be provided by the Contractor. Assist in the sampling of materials, and cooperate by allowing free access to the work and permitting the use of ladders, scaffolding,and such incidental equipment as may be required. Methods of testing will comply with the applicable ASTM Standards. 2. Field testing of concrete grout will be as specified for concrete in Section 03 30 01. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 036000-3 GROUT Page 3 of 6 1.06 DELIVERY, STORAGE,AND HANDLING A. Deliver materials to the jobsite in original,unopened packages which are clearly labeled with the manufacturer's name,product identification,batch numbers,and printed instructions. B. Store materials in full compliance with the manufacturer's recommendations. Limit total storage time from date of manufacture to date of installation to six months or the manufacturer's recommended storage time,whichever is less. C. Remove immediately from the site material which becomes damp, contains lumps, or is hardened and replace it with acceptable material at no additional cost to the Owner. D. Deliver non-shrink cementitious grout as a pre-portioned blend in prepackaged mixes requiring only the addition of water. 1.07 DEFINITIONS A. Non-shrink Grout: A commercially manufactured product that does not shrink in either the plastic or hardened state,is dimensionally stable in the hardened state and bonds to a clean base plate. PART 2 PRODUCTS 2.01 GENERAL A. The use of a manufacturer's name and product or catalog number is for the purpose of establishing the standard of quality desired. B. Like materials shall be the products of one manufacturer or supplier in order to provide standardization of appearance. 2.02 MATERIALS A. Non-shrink Cementitious Grout 1. Non-shrink cementitious grouts: Conform to ASTM C1107. Grouts shall be portland cement based, contain a pre-proportioned blend of selected aggregates and shrinkage compensating agents and require only the addition of water.Non-shrink cementitious grouts shall not contain expansive cement or metallic particles. The grouts shall exhibit no shrinkage when tested in conformity with ASTM C827. a. General purpose non-shrink cementitious grout: Conform to the standards stated above. SikaGrout 212 by Sika Corp.; Set Grout by BASF Building Systems;NS Grout by The Euclid Chemical Co.; Five Star Grout by Five Star Products,Inc.; or equal. B. Water 1. Potable water free of oil,acid,alkali,salts,chlorides(except those attributable to drinking water),organic matter,or other deleterious substances. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 036000-4 GROUT Page 4 of 6 PART 3 EXECUTION 3.01 PREPARATION A. Place grout where indicated or specified over existing concrete and cured concrete which has attained its specified design strength unless otherwise approved by the Engineer/Owner's Representative. B. Concrete surfaces to receive grout shall be clean and sound;free of ice,frost,dirt, dust,grease, oil,form release agent, laitance,and paints; and free of all loose material or foreign matter which may affect the bond or performance of the grout. C. Roughen concrete surfaces by chipping,sandblasting,or other dry mechanical means to bond the grout to the concrete. Remove loose or broken concrete. Irregular voids or projecting coarse aggregate need not be removed if they are sound, free of laitance, and firmly embedded into the parent concrete. 1. Air compressors used to clean surfaces in contact with grout shall be the oilless type or equipped with an oil trap in the airline to prevent oil from being blown onto the surface. D. Remove all loose rust,oil,or other deleterious substances which may affect the bond or performance of the grout from metal embedments or bottom of baseplates prior to the installation of the grout. E. Wash concrete surfaces clean and then keep moist for at least 24 hours prior to the placement of non-shrink cementitious or cement grout. Saturation may be achieved by covering the concrete with saturated burlap bags,use of a soaker hose, flooding the surface or other method acceptable to the Engineer/Owner's Representative. Upon completion of the 24-hour period, remove visible water from the surface prior to grouting. F. Provide forms for grout. Line or coat forms with release agents recommended by the grout manufacturer. Provide forms anchored in place and shored to resist the forces imposed by the grout and its placement. 1. Forms for all grout other than concrete grout shall be designed to allow the formation of a hydraulic head and shall have chamfer strips built into forms. G. Level and align the structural or equipment bearing plates in accordance with the structural requirements or the recommendations of the equipment manufacturer,as applicable. H. Support equipment during alignment and installation of grout by shims,wedges,blocks, or other approved means.The shims,wedges,and blocking devices shall be prevented from bonding to the grout by bond breaking coatings and removed after grouting unless otherwise approved by the Engineer/Owner's Representative. Grout voids created by the removal of shims,wedges,and blocks. 3.02 INSTALLATION -GENERAL A. Mix, apply,and cure products in strict compliance with the manufacturer's recommendations and these specifications. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 036000-5 GROUT Page 5 of 6 B. Provide staffing and equipment available for rapid and continuous mixing and placing. Keep all necessary tools and materials ready and close at hand. C. Maintain temperatures of the base plate, supporting concrete, and grout between 40 and 90 degrees F during grouting and for at least 24 hours after placement,until grout compressive strength reaches 1000 psi or as recommended by the grout manufacturer,whichever is longer. Do not allow differential heating or cooling of baseplates and grout during the curing period. D. Take special precautions for hot weather or cold weather grouting as recommended by the manufacturer when ambient temperatures and/or the temperature of the materials in contact with the grout are outside of the 40 to 90 degrees F range. E. Install grout to preserve the isolation between the elements on either side of the joint where grout is placed in the vicinity of an expansion or partial contraction joint. F. Reflect all existing underlying expansion,partial contraction, and construction joints through the grout. 3.03 INSTALLATION -NON-SHRINK CEMENTITIOUS GROUTS AND CEMENT GROUTS A. Mix in accordance with manufacturer's recommendations. Do not add cement,sand,pea gravel, or admixtures without prior approval by the Engineer/Owner's Representative. B. Do not mix by hand. Mix in a mortar mixer with moving blades. Pre-wet the mixer and empty excess water. Add pre-measured amount of water for mixing,followed by the grout. Begin with the minimum amount of water recommended by the manufacturer then add the minimum additional water required to obtain workability. Do not exceed the manufacturer's maximum recommended water content. C. Placements greater than 3 inches in depth shall include the addition of clean,washed pea gravel to the grout mix when approved by the manufacturer. Comply with the manufacturer's recommendations for the size and amount of aggregate to be added. D. Provide forms as specified in Paragraph 3.01.G. Place grout into the designated areas and prevent segregation and entrapment of air. Do not vibrate grout to release air or to consolidate the material. Fill all spaces and provide full contact between the grout and adjoining surfaces. Provide grout holes and vent holes as necessary. E. Place grout rapidly and continuously to avoid cold joints. Do not place grout in layers. Do not add additional water to the mix(retemper) after initial stiffening. F. Just before the grout reaches its final set,cut back the grout to the substrate at a 45-degree angle from the lower edge of bearing plate unless otherwise ordered and approved by the Engineer/Owner's Representative. Finish this surface with a wood float or brush finish. G. Begin curing immediately after form removal,cutback,and finishing. Keep grout moist and within its recommended placement temperature range for at least 24 hours after placement,until grout compressive strength reaches 1000 psi or as recommended by the manufacturer, whichever is longer. Saturate the grout surface by use of saturated burlap bags,soaker hoses, or ponding. Provide sunshades. If drying winds inhibit the ability of a given curing method to keep grout moist,erect wind breaks until wind is no longer a problem or curing is finished. ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 036000-6 GROUT Page 6 of 6 3.04 SCHEDULE A. The following list indicates where the particular types of grout are to be used: 1. General purpose non-shrink cementitious grout: Use at all locations where non-shrink grout is indicated on the Drawings. END OF SECTION ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-1 MISCELLANEOUS METALS Page 1 of 10 SECTION 05 50 00 MISCELLANEOUS METALS PART1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials,equipment,and incidentals required and install all miscellaneous metal complete as shown on the Drawings and as specified herein. 1.02 RELATED WORK A. Concrete joint accessories are included in Section 03 30 01. B. Sluice gates, slide gates,operators, and appurtenances,including wall thimbles, are included in Division 40. C. Equipment anchor bolts are included in the respective Sections. 1.03 SUBMITTALS A. Submit,in accordance with Section 0133 00, shop drawings and product data showing materials of construction and details of installation for: 1. Shop drawings showing sizes of members,method of assembly, anchorage,and connection to other members. B. Design Data 1. Submit calculations or test data demonstrating that the railings will resist the loads specified in the 2009 IBC at the post spacing provided. Calculations shall be stamped by a professional engineer registered in Texas. 2. Submit manufacturer's load and deflection tables for grating. C. Certificates 1. Submit certification that the railing system is in compliance with OSHA requirements and IBC 2009. 1.04 REFERENCE STANDARDS A. Aluminum Association(AA) 1 AA M31 C22A41 a. M31: Mechanical Finish,Fine Satin b. C22: Finish, Medium Matte c. A41: Clear Anodic Coating, Class I ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CrrY PROJECT NO.100766 055000-2 MISCELLANEOUS METALS Page 2 of 10 B. ASTM International 1. ASTM A36- Standard Specification for Carbon Structural Steel. 2. ASTM A48 -Standard Specification for Gray Iron Castings. 3. ASTM A53 - Standard Specification for Pipe, Steel,Black and Hot-Dipped,Zinc-Coated, Welded and Seamless. 4. ASTM A 10 - Standard Specification for Steel Bars, Carbon,Cold Finished, Standard Quality. 5. ASTM A123 - Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron and Steel Products. 6. ASTM A 15 3 -Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel Hardware. 7. ASTM A24O- Standard Specification for Heat-Resisting Chromium and Chromium-Nickel Stainless Plate, Sheet,and Strip Pressure Vessels. 8. ASTM A276-Standard Specification for Stainless Steel Bars and Shapes. 9. ASTM A3O7 - Standard Specification for Carbon Steel Bolts and Studs, 60,000 Psi Tensile Strength. 10. ASTM A325 -Standard Specification for Structural Bolts, Steel,Heat Treated, 120/105 ksi Minimum Tensile Strength. 11. ASTM A500- Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 12. ASTM A5O1 -Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. 13. ASTM A536-Standard Specification for Ductile Iron Castings. 14. ASTM A57O- Standard Specification for Steel, Sheet and Strip,Carbon,Hot-Rolled, Structural Quality. 15. ASTM A1OO8 - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable. 16. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. 17. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,Wire,Profiles and Tubes. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-3 MISCELLANEOUS METALS Page 3 of 10 18. ASTM B429-Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube. 19. ASTM F1554-Standard Specification for Anchor Bolts, Steel,36, 55,and 105-ksi Yield Strength 20. ASTM F2329 - Specification for Zinc Coating,Hot-Dip,Requirements for Application to Carbon Screws,Washers,Nuts,and Special Threaded Fasteners C. American Institute of Steel Construction(AISC) 1. Specification for Structural Steel Buildings—Allowable Stress Design and Plastic Design. D. American Welding Society(AWS) 1. AWS D1.1 - Structural Welding Code- Steel. 2. AWS D1.2- Structural Welding Code-Aluminum. 3. AWS D1.6- Structural Welding Code- Stainless Steel E. Federal Specifications 1. FS-FF-B-575C -Bolts,Hexagonal and Square F. Occupational Safety and Health Administration(OSHA) G. International Conference of Building Officials(ICBG) 1. International Building Code(IBC)2009 H. Where reference is made to one of the above standards,the revision in effect at the time of bid opening shall apply. 1.05 QUALITY ASSURANCE A. The work of this Section shall be completely coordinated with the work of other Sections. Verify,at the site,both the dimensions and work of other trades adjoining items of work in this Section before fabrication and installation of items herein specified. B. Furnish to the pertinent trades all items included under this Section that are to be built into the work of other Sections. C. All welding shall be performed by qualified welders and shall conform to the applicable AWS welding code. Welding of steel shall conform to AWS D1.1 and welding of aluminum shall conform to AWS D1.2 and welding of stainless steel shall conform to AWS D1.6. 1.06 DELIVERY,STORAGE,AND HANDLING A. Deliver items to be incorporated into the work of other trades in sufficient time to be checked prior to installation. 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-4 MISCELLANEOUS METALS Page 4 of 10 B. Store materials on skids and not on the ground and block up so that they will not become bent or otherwise damaged. Handle materials with cranes or derricks. Do not dump material off cars or trucks nor handle in any other way that will cause damage. C. Repair or replace items that have become damaged or corroded to the satisfaction of the Engineer/Owner's Representative prior to incorporating them into the work. 1.07 PROJECT/SITE REQUIREMENTS A. Field measurements shall be taken at the site,prior to fabrication of items,to verify or supplement indicated dimensions and to ensure proper fitting of all items. PART 2 PRODUCTS 2.01 GENERAL A. The use of manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and general configuration desired. B. Like items of materials shall be the end products of one manufacturer in order to provide standardization for appearance,maintenance and manufacturer's service. 2.02 MATERIALS A. Unless otherwise noted,materials for miscellaneous metals shall conform to the following standards: 1. Structural Steel: Wide flange shapes: ASTM A992 2. Other shapes;plates;rods and bars: ASTM A36 3. Structural Steel Tubing: ASTM A500,Grade B 4. Welded and Seamless Steel Pipe: ASTM A501 or ASTM A53,Type E or S,Grade B Schedule 40. Use standard malleable iron fittings,galvanized for exterior work 5. Steel Sheets: ASTM A1008 6. Gray Iron Castings: ASTM A48, Class 35 7. Ductile Iron Castings: ASTM A536,Grade 65-45-12 8. Aluminum Extruded Pipe: ASTM B429,Alloy 6063 T6 and Alloy 6061 T6 as indicated 9. Aluminum Extruded Shapes: ASTM B221,Alloy 6061 T6 10. Aluminum Sheet and Plate: ASTM B209,Alloy 6061 T6 11. Stainless Steel Plates, Sheets, and Structural Shapes a. Exterior, Submerged or Industrial Use: ASTM A240,Type 316(Type 316L for welded) ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-5 MISCELLANEOUS METALS Page 5 of 10 b. Interior and Architectural Use: ASTM A240,Type 304 12. Stainless Steel Bolts,Nuts,and Washers: ASTM A276,Type 316 13. Carbon Steel Bolts and Studs: ASTM A307,Grade A(hot dip galvanized nuts and washers where noted) 14. High Strength Steel Bolts,Nuts and Washers: ASTM A325 (mechanically galvanized per ASTM B695, Class 50,where noted) a. Elevated Temperature Exposure: Type I b. General Application: Type I or Type II 15. Galvanizing: ASTM A123,Zn w/0.05 percent minimum Ni 16. Galvanizing,hardware: ASTM A153,Zn w/0.05 percent minimum Ni 17. Galvanizing,anchor bolts: ASTM F2329,Zn w/0.05 percent minimum Ni 18. Welding electrodes,steel:AWS A5.1 E70xx 2.03 ANCHORS,BOLTS,AND FASTENING DEVICES A. Unless otherwise noted,anchor bolts shall be ASTM F1554,Grade 36. Provide standard headed bolts with heavy hex nuts and Grade A washers.Where galvanized anchor bolts are shown or specified,provide standard headed bolts with heavy hex nuts and Grade A washers,all galvanized in accordance with ASTM F2329. B. Unless otherwise noted,bolts for the connection of carbon steel or iron shall be steel machine bolts;bolts for the connection of galvanized steel or iron shall be galvanized steel or stainless steel machine bolts; and bolts for the connection of aluminum or stainless steel shall be stainless steel machine bolts. C. Unless otherwise noted,expansion anchors shall be zinc plated carbon steel wedge type anchors complete with nuts and washers. Type 316 stainless steel wedge type anchors shall be used where they will be submerged or exposed to the weather or where stainless steel wedge type anchors.are shown or specified. When the length or embedment of the bolt is not noted on the Drawings,provide length sufficient to place the wedge and expansion cone portion of the bolt at least 1-in behind the concrete reinforcing steel. Expansion anchors shall be Hilti,Kwik-Bolt III; Simpson Strong-Tie Wedge-All; Powers Power-Stud or equal. D. Adhesive anchor system,for fastening to solid concrete substrate,shall be a system manufactured for the installation of post installed studs including anchoring hardware and chemical dispenser. Injection adhesive shall be a two-component epoxy system including a hardener and a resin, furnished in pre-measured side-by-side cartridges which keep the two components separate. Side-by-side cartridges shall be designed to accept a static mixing nozzle which thoroughly blends the two components and allows injection directly into the drilled hole. Provide zinc plated carbon steel or Type 316 stainless steel stud assemblies as indicated on the Drawings consisting of an all-thread anchor rod with nut and washer. Adhesive anchor system shall be Hilti RE 500 V3; Simpson Strong Tie SET-XP; ITW Ramset Red Head Epcon G5; or equal. Unless otherwise noted,anchorage designs shown on the Drawings are based on Hilti RE 500 V3. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 055000-6 MISCELLANEOUS METALS Page 6 of 10 E. Machine bolts and nuts shall conform to Federal Specification FF-B-575C. Bolts and nuts shall be hexagon type. Bolts,nuts, screws,washers and related appurtenances shall be Type 316 stainless steel. 2.04 RAILINGS/GUARDRAIL A. Handrail and railing systems shall comply with the requirements of OSHA and IBC. B. Aluminum railing and handrail shall be a mechanically fastened, seamless,extruded aluminum pipe system. Rails shall be 6063-T6 alloy. Posts shall be 6061-T6 alloy. Splice and reinforcing sleeves,brackets, end caps,toeboards,etc.,shall be aluminum alloy 6063-T6 or 6061-T6. Cast fittings shall be aluminum alloy No. 214. Railing system fastening hardware shall be Type 316 stainless steel. Aluminum shall have a mill finish. All railing,posts,toeboards, and exposed aluminum shall be anodized with an architectural Class I satin finish providing a minimum coating thickness of 0.7 mils and a minimum coating weight of 32 milligrams per square inch in compliance with AA M 12C22A41. C. Railings shall be two-rail railing systems fabricated with 1-1/2-in.nominal diameter pipe. Posts shall be Schedule 80 pipe,minimum and rails and handrail shall be Schedule 40 pipe,minimum. Posts and top rails shall be continuous. Spacing of posts shall not exceed 5-ft. on center and shall be uniformly spaced except as otherwise shown on the Drawings.All railing posts shall be vertical. D. All mechanical fasteners shall be unobtrusively located in countersunk holes with the top flush with the surface of the rail. Bends in the railing shall be as indicated by the Drawings.No distortion of the circular railing shape will be allowed. Bends and terminal sections shall be made without the use of fittings. Corner bends shall have a 3-in. centerline radius. E. Railing shall be assembled in sections as long as practical but shall not be greater than 24-ft. in length.A field splice shall be used when an assembled section is to be attached to another section. Field splices shall be used in all railing panels that cross over structure expansion joints. 1. Field splices shall use internal splice sleeves located within 8-in. of railing posts. The sleeve shall be welded to the rail on one side and fastened with a set screw to the rail on other side. The field splice shall be detailed to take the differential expansion between the railing system and the supporting structure. 2. When the field splice occurs in a railing panel crossing a structure expansion joint,the sleeve shall be welded to the rail on one side and be free to slide in the rail on other side. The field splice shall be detailed to take the same movement as the structure expansion joint. F. The bases or supports for railing posts and handrail shall be the types indicated on the Drawings. 1. Where non-removable railing is set in concrete,the posts shall be placed in 2-1/2-in. diameter formed concrete openings and firmly caulked with cement grout. Collars shall be placed around the post bases and fastened in place with set screws on the side of the post ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 055000-7 MISCELLANEOUS METALS Page 7 of 10 away from the walkway. Posts shall be placed with the centerline 4-in. from the edge of the concrete except that posts shall be set at the centerline of concrete curbs. 2. Aluminum railing posts,which may collect condensation, shall have a 3/16-in. drain hole drilled immediately above the concrete encased area,the base flange, or supporting socket on the side away from the walking area. The bottom of the rail post between the drain hole and the bottom of the post shall be filled with an inert material such as a compressed closed cell neoprene rod. 3. Where handrail is to be fastened to walls,the rails shall be provided with screwed wall flanges fastened to the walls with three 3/8-in. stainless steel flat head machine screws. The horizontal projection of the handrail support off the wall shall provide 2-1/2-in.minimum clearance below the bottom of the handrail. G. Safety gates, for railing openings, shall be fabricated of matching pipe and rail material and configuration. The gates shall be self-closing gates with approved stop,latch and stainless steel closure spring and hinges. H. Barrier chains,for railing openings,shall be fabricated of stainless steel chains. Chain shall be 1/4-in. stainless steel links,with 11 links per foot as manufactured by Eastern Chain Works, Inc.,NY; Lawrence Metal Products,Inc.; or equal. Chains shall be fastened to the handrail posts at the elevation of each rail. One end of each chain shall be connected to one post with a 1/4-in. diameter stainless steel eye bolt and the other end shall be connected to the other post by means of a heavy chromium plated bronze swivel eye slide harness snap and a similar eye bolt. I. Toeboards shall be provided on all railing adjacent to a drop in elevation of 4-ft. or more. Toeboards are not required on the inclined portion of stairway railings or where concrete or steel curbs,4-in. or more in height, are present.Toeboards shall be 4-in.high channels of the same material as the railing. The channels shall have a minimum thickness of 1/8-in. and have Ranges of not less than 3/4-in. nor more than 1-1/2-in. in width.Toeboards shall be positioned with a maximum clearance of 1/4-in. from the floor and fastened to railing posts with 1/4-in. stainless steel U-bolts,with J-bolts at corner posts and with clip angles and two 1/4-in. stainless steel expansion bolts at walls. J. All railings shall be properly protected by paper,by an approved coating,or by both against scratching, splashes or mortar,paint,or other defacements during transportation and erection and until adjacent work by other trades has been completed. After protective materials are removed,the surfaces shall be made clean and free from stains,marks,or defects of any kind. 2.05 MISCELLANEOUS ALUMINUM A. All miscellaneous metal work shall be formed true to detail,with clean,straight,sharply defined profiles and smooth surfaces of uniform color and texture and free from defects impairing strength or durability. Holes shall be drilled or punched. Edges shall be smooth and without burrs. Fabricate supplementary pieces necessary to complete each item though such pieces are not definitely shown or specified. B. Connections and accessories shall be of sufficient strength to safely withstand the stresses and strains to which they will be subjected. Exposed joints shall be close fitting and jointed where least conspicuous. Threaded connections shall have the threads concealed where practical. Welded connections shall have continuous welds or intermittent welds as specified or shown. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-8 MISCELLANEOUS METALS Page 8 of 10 The face of welds shall be dressed flush and smooth. Welding shall be on the unexposed side as much as possible in order to prevent pitting or discoloration of the aluminum exposed surface. Provide holes for temporary field connections and for attachment of the work of other trades. C. Miscellaneous aluminum items shall include: beams, angles,closure angles,grates,hatches, floor plates,stop plates,stair nosings and any other miscellaneous aluminum called for on the Drawings and not otherwise specified. D. Angle frames for hatches,beams,grates, etc.,shall be complete with welded strap anchors attached. E. Aluminum diamond plate and floor plate shall have a minimum thickness of 3/8-in. Frames and supports shall be of aluminum construction. Fastening devices and hardware shall be Type 316 stainless steel. Plates shall have a mill finish. F. Stair treads for aluminum stairs shall have abrasive non-slip nosing as approved. G. Aluminum nosing at concrete stairs shall be Wooster Products,Inc.;Alumogrit Treads,Type 116; similar by Barry Pattern and Foundry Co.,Andco,or equal. Furnish with wing type anchors and flat head stainless steel machine screws, 12-in. on center.Nosing shall also be used at concrete ladder openings. Nosing shall a single piece for each step extending to within 3-in. at each side of stair or full ladder width. Set nosing flush with stair tread finish at concrete stairs. Furnish treads with heavy duty protective tape cover. 2.06 MISCELLANEOUS STEEL A. All miscellaneous metal work shall be formed true to detail with clean,straight,sharply defined profiles and smooth surfaces of uniform color and texture and free from defects impairing strength or durability. Holes shall be drilled or punched. Edges shall be smooth and without burrs. Fabricate supplementary pieces necessary to complete each item though such pieces are not definitely shown or specified. B. Connections and accessories shall be of sufficient strength to safely withstand the stresses and strains to which they will be subjected. Exposed joints shall be close fitting and jointed where least conspicuous.Threaded connections shall have the threads concealed where practical. Welded connections shall have continuous welds or intermittent welds as specified or shown. The face of welds shall be dressed flush and smooth. Provide holes for temporary field connections and for attachment of the work of other trades. C. Miscellaneous steel items shall include:beams,angles,lintels,metal stairs,support brackets, base plates for other than structural steel or equipment,closure angles,bridge crane rails, monorail hoist beams,hold-down straps and lugs,door frames, splice plates,sub-framing at roof openings, and any other miscellaneous steel called for on the Drawings and not otherwise specified. D. Structural steel angle and channel door frames shall be galvanized. Frames shall be fabricated with not less than three anchors on each jamb. E. Steel pipe pieces for sleeves, lifting attachments and other functions shall be Schedule 40 pipe unless otherwise shown on the Drawings. Wall and floor sleeves,of steel pipe,shall have welded circumferential steel waterstops at mid-length. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-9 MISCELLANEOUS METALS Page 9 of 10 F. All steel finish work shall be thoroughly cleaned,by effective means, of all loose mill scale,rust and foreign matter and shall be given one shop coat of primer compatible with the finish coat after fabrication but before shipment. Paint shall be omitted within 3-in. of proposed field welds. Paint shall be applied to dry surfaces and shall be thoroughly and evenly spread and well worked into joints and other open spaces. G. Galvanizing,where required, shall be the hot-dip zinc process after fabrication. Coating shall be not less than 2 oz./sq. ft. of surface. 2.07 MISCELLANEOUS STAINLESS STEEL A. All miscellaneous metal work shall be formed true to detail,with clean, straight,sharply defined profiles and smooth surfaces of uniform color and texture and free from defects impairing strength or durability. Holes shall be drilled or punched. Edges shall be smooth and without burrs. Fabricate supplementary pieces necessary to complete each item though such pieces are not definitely shown or specified. B. Connections and accessories shall be of sufficient strength to safely withstand the stresses and strains to which they will be subjected. Exposed joints shall be close fitting and jointed where least conspicuous.Threaded connections shall have the threads concealed where practical. Welded connections shall have continuous welds or intermittent welds as specified or shown. The face of welds shall be dressed flush and smooth. Provide holes for temporary field connections and for attachment of the work of other trades. C. Miscellaneous stainless steel items shall include: beams, angles,bar racks, scum baffle,and any other miscellaneous stainless steel called for on the Drawings and not otherwise specified. PART 3 EXECUTION 3.01 INSTALLATION A. Install all items except those to be embedded in concrete or other masonry which shall be installed under Division 3 and Division 4,respectively. Items to be attached to concrete or masonry after such work is completed shall be installed in accordance with the details shown. Fastening to wood plugs in masonry will not be permitted. B. Abrasions in the shop primer shall be touched up immediately after erection. Areas left unprimed for welding shall be painted with primer after welding. C. Zinc coating which has been burned by welding,abraded,or otherwise damaged shall be cleaned and repaired after installation. The damage area shall be thoroughly cleaned by wire brushing and all traces of welding flux and loose or cracked zinc coating removed prior to painting.The cleaned area shall be painted with two coats of zinc oxide-zinc dust paint conforming to the requirements of Military Specifications MIL-P-15145. The paint shall be properly compounded with a suitable vehicle in the ratio of one part zinc oxide to four parts zinc dust by weight. D. Specialty products shall be installed in accordance with the manufacturer's recommendations. E. Expansion bolts shall be checked for tightness a minimum of 24 hours after initial installation. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055000-10 MISCELLANEOUS METALS Page 10 of 10 F. Install adhesive anchor system in strict compliance with the manufacturer's recommendations, including drill bit diameter,surface preparation,temperature,moisture conditions,injection and installation of bolts. Use oil free compressed air to blast out loose particles and dust from the drilled holes. Bolts must be clean and free of dirt,oil,grease,ice or other material which would reduce bond. G. Headed anchor studs shall be welded in accordance with manufacturer's recommendations. H. All railings shall be erected to line and plumb. I. All steel surfaces that come into contact with exposed concrete or masonry shall receive a protective coating of an approved heavy bitumastic troweling mastic applied in accordance with the manufacturer's instructions prior to installation. J. Where aluminum contacts a dissimilar metal,apply a heavy brush coat of zinc-chromate primer followed by two coats of aluminum metal and masonry paint to the dissimilar metal. K. Where aluminum contacts masonry or concrete,apply a heavy coat of approved alkali-resistant paint to the masonry or concrete. L. Where aluminum contacts wood,apply two coats of aluminum metal and masonry paint to the wood. M. Between aluminum gratings, aluminum stair treads,or aluminum handrail brackets and steel supports,insert 1/4-in. thick neoprene isolator pads, 85 plus or minus 5 Shore A durometer, sized for full width and length of bracket or support. END OF SECTION C 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055300-1 METAL GRATINGS AND COVER PLATES Page 1 of 4 SECTION 05 53 00 METAL GRATINGS AND COVER PLATES PART1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials,equipment,and incidentals required and install metal gratings and floor cover plates along with embedded or attached support frames as shown on the Drawings or as specified herein. 1.02 RELATED WORK A. Metal Stairs including bar grating stair treads are specified in Section 05 50 00. B. Grating or cover plate intermediate support beams and anchoring devices for attaching these supports to concrete are included in Section 05 50 00. 1.03 SUBMITTALS A. Submit,in accordance with Section 0133 00,detailed shop drawings showing sizes of members,method of assembly,anchorage and connection to other members. Submittals shall include the following: 1. Manufacturer's product data for gratings and plates including span and deflection tables and details of construction. 2. Manufacturer's installation instructions. 1.04 REFERENCE STANDARDS A. American Welding Society(AWS) 1. AWS 131.2 - Structural Welding Code Aluminum B. Where reference is made to one of the above standards,the revision in effect at the time of bid opening shall apply. 1.05 QUALITY ASSURANCE A. The work of this Section shall be completely coordinated with the work of other Sections. Verify at the site the dimensions and the work of other trades adjoining items of work in this Section before fabricating or installing the items specified. B. Furnish to the pertinent trades all items included under this Section that are to be built into the work of other Sections. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055300-2 METAL GRATINGS AND COVER PLATES Page 2 of 4 PART 2 PRODUCTS 2.01 RECTANGULAR ALUMINUM BAR GRATING AND APPURTENANCES A. Provide aluminum grating of the depths and bearing bar thicknesses noted on the Drawings and specified,with bearing bars spaced at 1-3/16-in. on center and cross bar supports at 4-in. on center. Grating material shall be aluminum alloy 6063-T6.Approved manufacturers are McNichols Co.,Tampa,FL-GAL Series; Seidelhuber Metal Products,Inc., San Carlos, CA- 19S4 Series; or approved equal. 1. Grating cross bars shall be attached to the bearing bars with interlocked swaged joints having no exposed welding. 2. Grating provided shall meet or exceed the following load and deflection criteria for the number of spans and span lengths at which it will be utilized: a. The span at which the grating is installed shall not exceed the fabricator's maximum recommended span. b. The grating shall produce a deflection of 1/4-in. or less under a uniform live load of 1001bs./sq. ft. c. Grating shall produce a deflection of 1/4-in. or less under a concentrated live load of 300 lbs. applied at mid-span. 3. Openings 2-in. or greater in diameter/dimension and grating edges shall be banded with a bar of the same depth and thickness as the bearing bars. Cut bearing or cross bars shall be welded to the banding bar. 4. Provide trench grating with equal "stubs". B. Grating, frames and supports shall be all aluminum construction,as shown on the Drawings and specified,fabricated from aluminum alloy 6061-T6. C. Grating clamps,nuts,bolts,washers and other fastening devices for grating and grating supports shall be Type 316 stainless steel. 1. Provide saddle clip grating anchors. D. Finishes 1. Grating and frames-Mill finish 2. Surface-Plain 2.02 FABRICATION A. Provide work true to detail,with clean, straight,sharply defined profiles and smooth surfaces of uniform color and texture free from defects impairing strength or durability. B. Field verify dimensions prior to fabrication. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 055300-3 METAL GRATINGS AND COVER PLATES Page 3 of 4 C. Provide connections and accessories of sufficient strength to safely withstand stresses and strains to which they will be subjected.Threaded connections shall be made so that the threads are concealed by fitting. D. Angle frames for grating and floor plates shall be welded and mitered with welded strap anchors attached. E. Welded joints shall be rigid and continuously welded or spot welded as specified or shown. Dress the face of welds flush and smooth. Exposed joints shall be close fitting and located where least conspicuous. F. Welding of parts shall be in compliance with the latest edition of AWS D1.2. Welding only to be done where shown, specified,or permitted by the Engineer/Owner's Representative. Welding shall be done by welders certified to perform welding in accordance with the requirements of the AWS Code. Component parts of built-up members to be welded shall be adequately supported and clamped or held by other adequate means to hold the parts in proper relation for welding. G. Weld aluminum work on the unexposed side when possible in order to prevent pitting or discoloration. H. Apply one coat of methacrylate lacquer to all aluminum before shipment from the factory. PART 3 EXECUTION 3.01 INSPECTION A. Verify that opening sizes and dimensional variations are acceptable for installation of grating or cover plates at the specified tolerances. Report any non-complying areas to the Engineer/Owner's Representative prior to proceeding with installation. 3.02 INSTALLATION A. Install all items furnished except items to be embedded in concrete which shall be installed under Division 03. Install items to be attached to concrete or masonry after such work is completed and in compliance with the details shown. B. Field cutting of finished surfaces is not allowed unless specifically approved by the Engineer/Owner's Representative. When cutting is approved,use mechanical cutting tools; do not use flame cutting tools. C. Secure grating with fastening devices as specified to prevent movement,except where removable grating is called for on Drawings. D. Where aluminum contacts a dissimilar metal,field-apply a heavy brush coat of zinc-chromate primer followed by two coats of aluminum metal and masonry paint to the dissimilar metal. E. Where aluminum contacts masonry or concrete,field-apply a heavy brush coat of zinc chromate primer to the masonry or concrete. For embedded items,coat the embed. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 055300-4 METAL GRATINGS AND COVER PLATES Page 4 of 4 F. Where aluminum contacts wood,field-apply two coats of aluminum metal and masonry paint to the wood. 3.03 FIELD QUALITY CONTROL A. Tolerances 1. Maximum space between adjoining or abutting sections: 1/4-in. 2. Maximum variation from top surface plane of adjoining or abutting sections or structure: 1/8-in. END OF SECTION ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved 14EADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 260200-1 ELECTRICAL Page 1 of 10 SECTION 26 02 00 ELECTRICAL PARTI GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials and equipment required to install complete and make operational, electrical and process instrumentation systems as specified, as shown on the Drawings. B. The work shall include furnishing and installing the following: 1 Conduit,wire and field connections for all electrical equipment furnished under other Divisions of these Specifications. 2. Furnish and install light pole bases. 3. Underground System. C. Each bidder or their authorized representatives shall,before preparing their proposal,visit all areas of the existing buildings and structures in which work under this sub-bid is to be performed and inspect carefully the present installation. The submission of the proposal by this bidder shall be considered evidence that they have visited the site,buildings and structures and noted the locations and conditions under which the work will be performed and that they takes full responsibility for a complete knowledge of all factors governing his/her work. 1.02 RELATED WORK A. Panelboard modifications are included in Section 26 24 17. 1.03 SUBMITTALS A. Submit, in accordance with Section 0133 00,shop drawings for equipment,materials and other items furnished under Division 26. B. Check shop drawings for accuracy and contract requirements prior to submittal. Shop drawings shall be stamped with the date checked and a statement indicating that the shop drawings conform to Specifications and Drawings. This statement shall also list all exceptions to the Specifications and Drawings. Shop drawings not so checked and noted shall be returned. C. The Engineer's check shall be for conformance with the design concept of the project and compliance with the Specifications and Drawings. Errors and omissions on approved shop drawings shall not relieve the Contractor from the responsibility of providing materials and workmanship required by the Specifications and Drawings. D. All dimensions shall be field verified at the job site and coordinated with the work of all other trades. E. Material shall not be ordered or shipped until the shop drawings have been approved.No material shall be ordered or shop work started if shop drawings are marked"APPROVED AS NOTED-CONFIRM," "APPROVED AS NOTED-RESUBMIT" or"NOT APPROVED." C 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 260200-2 ELECTRICAL Page 2 of 10 F. Operation and Maintenance Data: 1. Submit operations and maintenance data for equipment furnished under this Division,in accordance with Section 0178 23. The manuals shall be prepared specifically for this installation and shall include catalog data sheets, drawings,equipment lists, descriptions, parts lists,etc.,to instruct operating and maintenance personnel unfamiliar with such equipment. 1.04 CONTRACT PERFORMANCE REQUIREMENTS A. Electric equipment,materials and installation shall comply with the latest edition of the National Electrical Code(NEC)and with the latest edition of the following codes and standards: 1. National Electrical Safety Code(NESC). 2. Occupational Safety and Health Administration(OSHA). 3. National Fire Protection Association(NFPA). 4. National Electrical Manufacturers Association(NEMA). 5. American National Standards Institute(ANSI). 6. Insulated Cable Engineers Association(ICEA). 7. Instrument Society of America(ISA). 8. Underwriters Laboratories(UL). 9. Factory Mutual(FM). 10. National Electrical Testing Association(NETA). B. Where reference is made to one of the above standards,the revision in effect at the time of bid opening shall apply. 1.05 PRIORITY OF THE CONTRACT DOCUMENTS A. If, during the performance of the work,the Contractor finds a conflict,error or discrepancy between or among one or more of the Sections or between or among one or more Sections and the Drawings, furnish the higher performance requirements.The higher performance requirement shall be considered the equipment,material, device or installation method which represents the most stringent option,the highest quality or the largest quantity. B. In all cases,figured dimensions shall govern over scaled dimensions,but work not dimensioned shall be as directed by the Engineer and work not particularly shown,identified, sized,or located shall be the same as similar work that is shown or specified. C. Detailed Drawings shall govern over general drawings,larger scale Drawings take precedence over smaller scale Drawings,Change Order Drawings shall govern over Contract Drawings and Contract Drawings shall govern over Shop Drawings. 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-3 ELECTRICAL Page 3 of 10 D. If the issue of priority is due to a conflict or discrepancy between the provisions of the Contract Documents and any referenced standard,or code of any technical society,organization or association,the provisions of the Contract Documents will take precedence if they are more stringent or presumptively cause a higher level of performance. If there is any conflict or discrepancy between standard specifications,or codes of any technical society, organization or association, or between Laws and Regulations,the higher performance requirement shall be binding on the Contractor,unless otherwise directed by the Engineer. E. In accordance with the intent of the Contract Documents,the Contractor accepts the fact that compliance with the priority order specified shall not justify an increase in Contract Price or an extension in Contract Time nor limit in any way,the Contractor's responsibility to comply with all Laws and Regulations at all times. 1.06 ENCLOSURE TYPES A. Unless otherwise specified electrical enclosures shall have the following ratings: 1. NEMA 1 for dry,non-process indoor above grade locations. 2. NEMA 4X for wet locations,outdoor locations,and corrosive locations. 3. NEMA 7 for hazardous areas. 1.07 HAZARDOUS AREAS A. Equipment,materials and installation in areas designated as hazardous shall comply with National Electrical Code Articles 500, 501,502 and 503. B. Equipment and materials installed in hazardous areas shall be UL listed for the appropriate hazardous area classification. 1.08 CODES, INSPECTION AND FEES A. Equipment,materials and installation shall comply with the requirements of the local authority having jurisdiction. B. Obtain all necessary permits and pay all fees required for permits and inspections. 1.09 TESTS AND SETTINGS A. Test systems and equipment furnished under Division 26 and repair or replace all defective work and equipment. Refer to the individual equipment sections for additional specific testing requirements. B. Make adjustments to the systems and instruct the Owner's personnel in the proper operation of the systems. C. In addition to the specific testing requirements listed in the individual sections,the following minimum tests and settings shall be performed. 1. Mechanical inspection,testing and settings of circuit breakers,and equipment for proper operation. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-4 ELECTRICAL Page 4 of 10 2. Inspect each piece of equipment in areas designated as HAZARDOUS to insure that equipment of proper rating is installed. 3. Test all 600 Volt wire insulation with a meg-ohm meter after installation. Make tests at not less than 500V. Submit a written test report of the results to the Engineer. D. Testing shall be scheduled and coordinated with the Engineer at least two weeks in advance. Provide qualified test personnel,instruments and test equipment. 1.10 SIZE OF EQUIPMENT A. Investigate each space in the structure through which equipment must pass to reach its final location. Coordinate shipping splits with the manufacturer to permit safe handling and passage through restricted areas in the structure. B. The equipment shall be kept upright at all times during storage and handling. When equipment must be tilted for passage through restricted areas,brace the equipment to ensure that the tilting does not impair the functional integrity of the equipment. 1.11 RECORD DRAWINGS A. As the work progresses,legibly record all field changes on a set of project contract drawings, hereinafter called the"record drawings." B. Record drawings shall accurately show the installed condition of the following items: 1. One-line Diagram(s). 2. Raceways and pull boxes. 3. Conductor sizes and conduit fills. 4. Panel Schedule(s). 5. Lighting Fixture Schedule(s). 6. Lighting fixture,receptacle and switch outlet locations. 7. Underground raceway and duct bank routing. 8. Plan view. C. As an alternate,point-to-point connection diagrams showing the same information may be submitted in place of the schedule of control wiring raceways and wire numbers. D. Submit the record drawings and the schedule of control wiring raceways and wire numbers(or the point-to-point connection diagram)to the Engineer. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-5 ELECTRICAL Page 5 of 10 1.12 EQUIPMENT INTERCONNECTIONS A. Review shop drawings of equipment furnished under other Divisions of this Specification and prepare coordinated wiring interconnection diagrams or wiring tables. Submit copies of wiring diagrams or tables with Record Drawings. B. Furnish and install all equipment interconnections. 1.13 MATERIALS AND EQUIPMENT A. Materials and equipment shall be new. B. Material and equipment of the same type shall be the product of one manufacturer and shall be UL listed. C. Warrant all equipment furnished under Division 26 in accordance with Section 0178 36. Refer to individual equipment Sections for additional warranty items. 1.14 INTERPRETATION OF DRAWINGS A. Unless specifically stated to the contrary,the Drawings are not intended to show exact locations of conduit runs. Coordinate the conduit installation with other trades and the actual supplied equipment. B. Unless otherwise approved by the Engineer, conduit shown exposed shall be installed exposed; conduit shown concealed shall be installed concealed. C. Where circuits are shown as "home-runs" all necessary fittings and boxes shall be provided for a complete raceway installation. Where home-runs indicate conduit is to be installed concealed or exposed the entire branch circuit shall be installed in the same manner. Unless otherwise indicated install branch circuit conduits exposed in process/industrial type spaces and concealed in finished spaces. D. Verify the exact locations and mounting heights of lighting fixtures, switches and receptacles prior to installation. E. Except where dimensions are shown,the locations of equipment, fixtures,outlets and similar devices shown on the Drawings are approximate only.Exact locations shall be determined by the Contractor and approved by the Engineer during construction. Obtain information relevant to the placing of electrical work and in case of any interference with other work,proceed as directed by the Engineer and furnish all labor and materials necessary to complete the work in an approved manner. F. Circuit layouts are not intended to show the number of fittings,or other installation details. Furnish all labor and materials necessary to install and place in satisfactory operation all power, lighting and other electrical systems shown. G. Redesign of electrical or mechanical work,which is required due to the Contractor's use of an alternate item,arrangement of equipment and/or layout other than specified herein,shall be done by the Contractor at his/her own expense. Redesign and detailed plans shall be submitted ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-6 ELECTRICAL Page 6 of 10 to the Engineer for approval.No additional compensation will be provided for changes in the work, either his/her own or others,caused by such redesign. H. It is the intent of these Specifications that the Electrical Systems shall be suitable in every way for the service required.All materials and all work that may be implied as being incidental to the work of this Section shall be furnished at no additional cost to the Owner. I. Raceways and conductors for lighting, switches,receptacles and other miscellaneous low voltage power and signal systems as specified are not shown on the Drawings. Raceways and conductors shall be provided as required for a complete and operating system. Homeruns,as shown on the Drawings,are to assist the Contractor in identifying raceways to be run exposed and raceways to be run concealed. Raceways shall be installed concealed in all finished spaces and may be installed exposed or concealed in all process spaces. Raceways installed exposed shall be near the ceiling or along walls of the areas through which they pass and shall be routed to avoid conflicts with HVAC ducts,cranes hoists,monorails,equipment hatches,doors, windows, etc. Raceways installed concealed shall be run in the center of concrete floor slabs, above suspended ceilings,or in partitions as required.] J. Provide separate neutral conductors for each lighting branch circuit and outlet branch circuits in Administration Areas. PART 2 PRODUCTS 2.01 CONDUITS AND FITTING A. Refer to Section 26 05 33. 2.02 WIRE,CABLE AND ACCESSORIES A. Wires and cables shall be of annealed, 98 percent conductivity, soft drawn copper. B. All conductors shall be stranded, except that lighting and receptacle wiring may be solid. C. Except for control,signal,and instrumentation circuits,wire smaller than No. 12 AWG shall not be used. D. Wire for lighting,receptacles and other circuits not exceeding 150 Volts to ground shall be NEC Type THHN/THWN as manufactured by Okonite Co.; Carol Cable Co.Inc.; Pirelli Corp., or equal. E. Wire for circuits over 150 Volts to ground shall be NEC type THHN/THWN for sizes up to No. 4/0 AWG as manufactured by Okonite Co.;Carol Cable Co. Inc. Co.,or equal. F. Splices for power wiring shall be compression type connectors insulated with a heat shrink boot or outer covering and epoxy filling. Splice kits shall be as manufactured by Raychem; Ideal Industries; 3M Co.,or equal. G. Wire markers shall be"Omni-Grip" as manufactured by the W.H. Brady Co.; Thomas&Betts Co.; 3M Co.,or equal. ©2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200 ELECTRICAL Page of 10 H. Wire and cables with diameters exceeding the capacity of the"Omni-Grip" shall be marked with pre-printed,self-adhesive vinyl tapes as manufactured by the W.H. Brady Co.;Panduit Corp.,or equal. I. Direct buried cable warning tape shall be 6-in wide,red polyethylene not less than 0.0035-in thick. Tape shall be W.H. Brady Co.,Catalog No. 91296,or equal. 2.03 WIRING DEVICES A. Wall switches shall be heavy duty, specification grade,toggle action,flush mounting quiet type. All switches shall conform to the latest revision of Federal Specification WS 896. Wall switches shall be of the following types and manufacturer: 1. Single pole,20 Amp, 120/277 Volt-Arrow-Hart, Catalog No. 1991,or equal by Harvey Hubbell, Inc.; Pass& Seymour,Inc., or equal. B. Receptacles shall be heavy duty,specification grade of the following types and manufacturer or equal. Receptacles shall conform to Federal Specification WC596-F. 1. Weatherproof/corrosion resistant duplex,20 Amp, 125 Volt,2P,3W,with cover; Crouse- Hinds Co.,Catalog No. WLRD-5-20,or equal by Appleton Electric. 2. Ground fault interrupter,duplex,20 Amp, 125 Volt,2P, 3W, GFCI feed thru type with "test" and"reset"buttons.Arrow-Hart, Catalog No. GF5342 or equal by Harvey Hubbell, Inc.; Pass& Seymour, Inc., or equal. C. Device Plates: 1. Device plates for switches mounted outdoors or indicated as weatherproof shall be gasketed,cast aluminum with provisions for padlocking switches "On" and"Off," Crouse Hinds,No. DS 185,or equal. 2. Multiple surface mounted devices shall be ganged in a single,common box and provided with an adapter,if necessary,to allow mounting of single gang device plates on multi-gang cast boxes. 3. Engraved device plates shall be provided. 4. Weatherproof,gasketed cover for GFI receptacle mounted in a FS/FD box shall be Arrow- Hart,Catalog No. 4501-FS or equal by Harvey Hubbell, Inc.; Pass& Seymour,Inc., or equal. PART 3 EXECUTION 3.01 SLEEVES AND FORMS FOR OPENINGS A. Provide and place all sleeves for conduits penetrating floors,walls,partitions, etc. Locate all necessary slots for electrical work and form before concrete is poured. B. Exact locations are required for stubbing-up and terminating concealed conduit. Obtain shop drawings and templates from equipment vendors or other subcontractors and locate the concealed conduit before the floor slab is poured. 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-8 ELECTRICAL Page 8 of 10 C. Seal all openings, sleeves,penetrations,and slots. 3.02 CUTTING AND PATCHING A. Cutting and patching shall be done in a thoroughly workmanlike manner and be in compliance with modifications and repair to concrete as specified in Section 03 01 30.83. Saw cut concrete and masonry prior to breaking out sections. B. Core drill holes in concrete floors and walls as required. C. Install work at such time as to require the minimum amount of cutting and patching. D. Do not cut joists,beams,girders, columns or any other structural members. E. Cut opening only large enough to allow easy installation of the conduit. F. Patching to be of the same kind and quality of material as was removed. G. The completed patching work shall restore the surface to its original appearance or better. H. Patching of waterproofed surfaces shall render the area of the patching completely waterproofed. 1. Remove rubble and excess patching materials from the premises. J. When existing conduits are cut at the floor line of wall line,they shall be filled with grout of suitable patching material. 3.03 INSTALLATION A. Any work not installed according to the Specifications shall be subject to change as directed by the Engineer.No extra compensation will be allowed for making these changes. B. Electrical equipment shall be protected at all times against mechanical injury or damage by water. Electrical equipment shall not be stored outdoors. Electrical equipment shall be stored in dry permanent shelters. Do not install electrical equipment in its permanent location until structures are weather-tight. If any apparatus has been subject to possible injury by water,it shall be thoroughly dried out and tested as directed by the Engineer,or shall be replaced at no additional cost at the Engineer's discretion. C. Equipment that has been damaged shall be replaced or repaired by the equipment manufacturer, at the Engineer's discretion. D. Repaint any damage to factory applied paint finish using touch-up paint furnished by the equipment manufacturer. E. Coordinate the conduit installation with other trades and the actual supplied equipment. F. Unless otherwise approved by the Engineer, conduit installed interior to the building shall be installed exposed; conduit installed exterior to the building shall be concealed. CC'-F 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-9 ELECTRICAL Page 9 of 10 G. Verify the exact locations and mounting heights of lighting fixtures, switches and receptacles prior to installation. H. Exact locations of electrical equipment shall be determined by the Contractor and approved by the Engineer during construction. Obtain information relevant to the placing of electrical work and in case of any interference with other work,proceed as directed by the Engineer and furnish all labor and materials necessary to complete the work in an approved manner. 3.04 CONDUIT,BOXES,AND FITTINGS A. Refer to Section 26 05 33 for requirements. 3.05 WIRE,CABLE AND ACCESSORIES A. Uniquely identify all wires,cables and each conductor of multi-conductor cables(except lighting and receptacle wiring)at each end with wire and cable markers. B. Use lubrications to facilitate wire pulling. Lubricants shall be UL approved for use with the insulation specified. C. All wire shall be color coded or coded using electrical tape in sizes where colored insulation is not available. Where tape is used as the identification system,it shall be applied in all junction boxes and other accessible intermediate locations, as well as at each termination. D. The following coding shall be used: System Wire Color 240/120 Volts Neutral White 1-Phase, 3-Wire Line 1 Black Line 2 Red 208Y/120,Volts Neutral White 3-Phase,4-Wire Phase A Black Phase B Red Phase C Blue 240/120 Volts Neutral White 3-Phase,4-Wire Phase A Black delta,center tap Phase B(High) Orange ground on phase Phase C Blue coil A-C 480Y/277 Volts Neutral White 3-Phase,4-Wire Phase A Brown Phase B Orange Phase C Yellow E. Power conductors: Terminations shall be die type or set screw type pressure connectors as specified. Splices(where allowed) shall be die type compression connector and waterproof with heat shrink boot or epoxy filling. Aluminum conductors(where specified) shall employ terminations and splices specifically designed for aluminum conductors. ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260200-10 ELECTRICAL Page 10 of 10 F. Except where permitted by the Engineer no splices will be allowed in manholes,handholes or other below grade located boxes. 3.06 WIRING DEVICES A. Switch and receptacles outlets shall be installed flush with the finished wall surfaces in areas with stud frame and gypsum board construction,in dry areas with cement block construction or when raceways are concealed. B. Do not install flush mounted devices in areas designated DAMP,WET or WET/CORROSIVE. Provide surface mounted devices in these areas. C. Provide weatherproof devices covers in areas designated WET or WET/CORROSIVE. 3.07 UNDERGROUND SYSTEM A. Install raceways to drain away from buildings. B. Reinforce raceway banks when conduits pass over newly excavated pipes. C. The minimum cover for raceway banks shall be 24-in unless otherwise permitted by the Engineer. D. Swab all raceways clean before installing cable. E. Plug spare raceways and seal them watertight at all manholes,buildings and structures. F. Seal the ends of raceways and make watertight at all handholes,buildings and structures. END OF SECTION c'r 2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO.100766 260510-1 DEMOLITION FOR ELECTRICAL SYSTEMS Pagel of 5 1 SECTION 26 05 10 2 DEMOLITION FOR ELECTRICAL SYSTEMS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish,install and test all equipment,wiring and appurtenances as may be required 7 to perform the electrical demolition shown on the Drawings and as specified herein. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.2.A.1 10 2. Modified 1.2.A.2 11 3. Modified 1.2.A.3 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. Unit Price-Work associated with this Item is considered subsidiary to the various 18 Items bid. No separate payment will be allowed for this Item. 19 2. Lump Sum Price-Work associated with this Item is included in the total lump sum 20 price. 21 3. The work shall include: 22 a. Removing and salvaging electrical equipment including,but not limited to: 23 1) Wire and cable 24 2) Encasement 25 3) Conduit 26 4) Supports 27 b. Excavation 28 c. Furnishing,placement and compaction of backfill 29 d. Hauling 30 e. Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. National Fire Protection Association(NFPA) 37 a. 70,National Electrical Code(NEC) CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260510-2 DEMOLITION FOR ELECTRICAL SYSTEMS Page 2 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Coordination 3 1. Coordinate with the City or their designee 48 hours in advance of removals. 4 2. Coordinate with other Trades for removal of electrical services in conjunction with 5 the removal of the associated equipment. 6 1.5 SUBMITTALS [NOT USED] 7 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.10 DELIVERY, STORAGE,AND HANDLING 12 A. Delivery and Acceptance Requirements 13 1. All salvage materials will be delivered by the Contractor to the City at a location 14 designated by the Inspector. The Inspector, assisted by authorized representatives, 15 will serve as the receiving agent for salvage material. 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 22 A. Verify field measurements and circuiting arrangements. 23 B. Verify that abandoned wiring and equipment serve only abandoned facilities. 24 C. Report Drawing discrepancies to City before disturbing the existing installation. 25 3.3 PREPARATION 26 A. Disconnect electrical systems in walls,floors and ceilings scheduled for removal. 27 B. Coordinate utility service outages with Utility Company to minimize length and number 28 of outages. 29 C. Provide temporary wiring and connections to maintain existing systems in service 30 during construction. 31 D. When work must be performed on energized equipment or circuits,use personnel 32 experienced in such operations. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260510-3 DEMOLITION FOR ELECTRICAL SYSTEMS Page 3 of 5 1 E. Existing Electrical Service: Maintain existing system in service until new system is 2 complete and ready for service. 3 F. Disable system only to make switchovers and connections. 4 G. Obtain permission from City at least 1 week in advance,before partially or completely 5 disabling system. 6 3.4 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK 7 A. Remove,relocate and extend existing installations to accommodate new construction. 8 B. Remove abandoned wiring to source of supply. 9 C. Remove exposed abandoned conduit,including abandoned conduit above accessible 10 ceiling finishes. 11 1. Cut conduit flush with walls and floors and patch surfaces. 12 D. Disconnect abandoned outlets and remove devices. 13 1. Remove abandoned outlets if conduit serving them is abandoned and removed. 14 2. Provide blank cover for abandoned outlets which are not removed. 15 E. Disconnect and remove abandoned panelboards and distribution equipment. 16 F. Disconnect and remove electrical devices and equipment that has been removed. 17 G. Repair adjacent construction and finishes damaged during demolition and extension 18 work. 19 H. Maintain access to existing installations which remain active. Modify installation or 20 provide access to panels as appropriate. 21 I. Where the demolition or revision of any portion of a raceway or box in the raceway 22 system, in an area, causes the raceway system of the area to no longer comply with the 23 classification or Specification requirements of the area,provide and install such boxes, 24 fittings,etc. as may be necessary to return the raceway system to compliance with 25 Specifications. 26 J. Extend existing installations using materials and methods as specified for new Work. 27 K. Minimize noise, dust,and vibration and conduct the work so as to avoid any damage to 28 the surroundings. 29 L. Salvaged Equipment and Materials 30 1. The City shall have the right to retain any or all electrical and instrumentation 31 equipment shown or specified to be removed from the site. 32 2. Deliver the City's equipment to a site designated by the City. 33 3. If the City refuses the salvage,the Contractor must claim ownership of the 34 materials and dispose of them properly. 35 4. Prior to starting demolition,the Contractor and City shall jointly visit the areas of 36 demolition and the City will designate those items that are to remain the property of 37 the City. 38 5. Take necessary precautions in removing City designated property to prevent 39 damage during the demolition process. 40 a. Remove steel structural members by unbolting,cutting welds,or cutting rivet 41 heads and punching shanks through holes. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 2605 10-4 DEMOLITION FOR ELECTRICAL SYSTEMS Page 4 of 5 1 b. Do not use a cutting torch to separate the City's equipment or material. 2 6. Remove items in 1 piece or in a manner that does not impact their reuse. 3 a. Loose components may be removed separately. 4 b. Controls and electrical equipment may be removed from the equipment and 5 handled separately. 6 c. Large units may be handled separately. 7 d. Salvaged piping shall be taken apart at flanges or fittings and removed in 8 sections. 9 M. Material removed from the construction site during demolition,and any equipment not 10 otherwise designated to remain the property of the City in accordance with the pre- 11 demolition identification process shall become the property of the Contractor,and shall 12 be promptly removed from the construction site. 13 N. Refurbish and replace any existing facility,to be left in place,which is damaged by the 14 demolition operations. 15 1. The repair of such damage shall leave the parts in a condition at least equal to that 16 found at the start of the work. 17 3.5 RESTORATION 18 A. Clean and repair existing materials and equipment which remain or are to be reused. 19 B. Panelboards 20 1. Clean exposed surfaces. 21 2. Check tightness of electrical connections. 22 3. Replace damaged circuit breakers. 23 4. Provide closure plates for vacant positions. 24 5. Provide typed circuit directory showing revised circuiting arrangement. 25 3.6 RE-INSTALLATION [NOT USED] 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260510-5 DEMOLITION FOR ELECTRICAL SYSTEMS Page 5 of 5 1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 260533-1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 13 SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnish and install complete raceway systems as shown on the Drawings and as specified herein. B. Deviations from this City of Fort Worth Standard Specification 1. Deleted Section 1.2. 2. Deleted Section 3.4.121.i. 3. Added 2.2,A through G. 4. Revised 3.4.J.21.h.7. 5. Added 3.4.121.i.2. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 26 05 43—Underground Ducts and Raceways for Electrical Systems 1.2 PRICE AND PAVMENT PROCEDUM&S A. Measufemefft and Payme 1. Conduits and Related Har-dwar-e,when a bid item far-Eleetr-ieal Faeilities a. Ade a e«t y 1) b. Payme 1) The work pei:99Fmed and the fnater-ials fumished in aeeer-danee with this item a .,1.sidia fy to Eleet ie.,l F eil:ties and shall be subsidiary to lump sum pr-iee bid for-Eleetfieal Faeilities,and no other-eempeasatien will be al-lewed. 2. Conduits and Relmed 14afdwar-e,when fie bid itefa for-Eleet6eal Faeilities exists- a. Ade a e«t 1) ,install method, and Pfpe of eenduit installed. 2) Limits of.«ease fe.«e«t for-eenduit are f.,..., vents.-to vents.-bet...ee« b. Payment 1) , «stellet:e«method, «.1 t Te of eendu t installed. e. The pr-iee bid shall inelude- 1. lastallatien of Conduit and Related Hafdwafe ineluding,but not limited te! Elbows b) Couplings Weather-heads CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 13 3. Conduit Be*es;,when a bid item for- l,etr-i 1 Faeilitier, exists a. 1„re„s,,..e.«e«t 1) This item: eensidefed s..L.sidia fy to Eleet..:e.,l F e;l:t:e.. b. Payment 1) The work«eF f ««ed and the materials f......is ea : aeeeManee with this lump sum pr-iee bid for-Elee4ieal Faeilities,and ne other-eempeasatien will ''^-_-_ be allowed. 4. Conduit Bemes,...l.en«e bid ite«, f..Eleetr eal Faeifi ies exi a. ,,sees... nt 1) Measufement fer-this item shall be per-eaeb Gendait Bey,installed per- leea4ien efinstelletie« 1) The,..e.-L«ef f .-M--P_l .,«a materials ..., a. :„hea: efda is;ee to t hensbea / bid fer-"Gendait Be*" 1) Fumishing and installing the Gendtfit Rem 2) Exeavmie 3) , 4) Elea 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. American National Standards Institute,Inc. (ANSI) a. ANSI C80.5,American National Standard for Electrical Rigid Aluminum Conduit(ERAC). 3. National Electrical Manufacturers Association(NEMA). a. 250,Enclosures for Electrical Equipment(1000 Volt Maximum). b. C80.1, Electrical Rigid Steel Conduit. c. TC-2,Electrical Polyvinyl Chloride(PVC)Tubing and Conduit. d. TC-3,Polyvinyl Chloride(PVC)Fittings for Use with Rigid PVC Conduit and Tubing. e. TC-7, Smooth-Walled Coilable Electrical Polyethylene Conduit. 4. National Fire Protection Association(NFPA) a. 70—National Electrical Code(NEC). 1) Article 350,Liquidtight Flexible Metal Conduit: Type LFMC. 2) Chapter 9,Tables. 5. Underwriters Laboratories(UL) a. 6A, Electrical Rigid Metal Conduit—Aluminum. b. 51413,Conduit,Tubing and Cable Fittings. c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. B. All equipment components and completed assemblies specified in this Section of the Specifications shall bear the appropriate label of UL. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Submit to the City, in accordance with Division 1,the manufacturers'names and product designation or catalog numbers of all materials specified. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1 Manufacturers a. Refer to Specification Section 0160 00 for listing of approved manufacturers for all materials. 1.10 DELIVERY,STORAGE,AND HANDLING A. Storage and Handling Requirements 1. Handling: In accordance with manufacturer's instructions. 2. Storage a. In accordance with manufacturer's instructions b. Not exposed to sunlight c. Completely covered 3. Materials showing signs of previous or jobsite exposure will be rejected. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. No separate warranty on conduit. PART 2- PRODUCTS 2.1 OWNER-FURNISHED [ORI OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 CONDUIT A. Aluminum Conduit and Fittings 1. Rigid Aluminum conduit,couplings, factory elbows,and fittings shall be 6063 alloy and shall comply with ANSI C80.5. 2. Acceptable Manufacturers a. American Conduit by SAPA. b. AFC Co. c. Wheatland Tube. d. Or equal. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-4 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 4 of 13 B. PVC-coated Rigid Aluminum Conduit and Fittings 1. PVC-coated aluminum conduit shall be heavy wall tubing with a minimum 0.040- inch thick,polyvinyl chloride coating permanently bonded to it and an internal chemically cured urethane or enamel coating. The conduit shall comply with ANSI C80.5 and UL/6A prior to coating. 2. PVC-coated couplings,factory elbows,and fitting shall be furnished with a PVC coating bonded to steel the same thickness as used on the PVC-coated conduit. The ends of all couplings,fittings,etc., shall have a minimum of one pipe diameter in length of PVC overlap. 3. Acceptable Manufacturers a. "Ocal" as manufactured by Thomas&Betts. b. "Plasti-Bond Red" as manufactured by Robroy Industries. c. Perma-Cote. d. Or equal. C. Rigid PVC Schedule 80 Conduit 1. Designed for use above ground and underground as described in the NEC. 2. Resistant to sunlight. 3. UL labeled. 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B D. Rigid PVC Schedule 40 Conduit 1. Designed for use underground as described in the NEC. 2. Resistant to sunlight. 3. UL labeled. 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B E. Liquid-tight Flexible Metal Conduit,Couplings and Fittings 1. Liquid-tight flexible metal conduit shall be square locked, galvanized steel flexible conduit with a moisture-proof,flame-resistant,polyyinyl chloride jacket,for use with rigid metal conduit systems. Sealtite,Type UA,manufactured by the Anaconda Metal Hose Div.: Anaconda American Brass Co.;American Flexible Conduit Co., Inc.; Universal Metal Hose Co.; or equal. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 13 2. Liquid-tight conduit fittings shall be hot-dipped mechanically galvanized,positive grounding, screw-in We. Provide external bonding lugs on sizes 1-1/4-inch and larger. Box connectors shall have insulated throats as manufactured by the Thomas &Betts Co., Crouse-Hinds Co.,or equal. 3. Acceptable Manufacturers a. American Flexible Conduit Co. b. Anaconda Metal Hose/ANAMET Inc. c. Electri-flex Co. d. Thomas &Betts. e. O-Z Gedney. f. Or equal. F. Flexible Metallic Tubing 1. Flexible metallic tubing shall be for use under the provisions of NEC Article 360. 2. Flexible metallic tubing shall be hot-dipped galvanized steel strips shaped into interlocking convolutions firmly joined to one another assuring a complete lock. 3. Flexible metallic tubing shall be used only indoors for connection to lighting fixtures in NEMA 1 administration and office areas. 4. Furnish and install insulated bushings at terminations for conductor protection. 5. Acceptable Manufacturers a. Tristeel as manufactured by Triangle-PWC, Inc. b. Or equal. G. Non-metallic Flexible Conduit and Fittings 1. Non-metallic flexible conduit shall be seamless,liquid-tight UL 1660 listed,Type B conduit with rigid non-metallic reinforcing embedded in integral flexible PVC lining and jacket wall and shall be oil,acid,ozone and alkaline-resistant,rated 105 degree C,60 degree C wet, 70 degree C oil resistant. 2. Non-metallic conduit fittings shall be dustig_ht, liquid-tight,chemical-resistant thermoplastic/nylon construction with tapered thread hub and neoprene O-ring ag sket• 3. Acceptable Manufacturers a. Thomas and Betts "XTRACFLEX LTC". b. CARLON "CARFLEX". c. Hubel/Kellems "PolyTuff P. d. Or equal. H. Raceway Boxes 1. Use: Exposed raceway systems only 2. Boxes for underground systems: Refer to Section 26 05 43. 3. Box size a. Distance between each raceway entry inside the box and the opposite wall:Not be less than 6 times the trade size of the largest raceway in a row. b. Distance shall be increased for additional entries by the amount of the sum of the diameters of all other raceway entries in the same row on the same wall of the box. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 13 c. Each row calculated individually, and the single row that provides the maximum distance used to size box. 2.3 ACCESSORIES A. Conduit Outlet Bodies 1. Up to and including 2-1/2 inches a. Conduit outlet bodies and covers: Cast aluminum with cast aluminum covers b. Captive screw-clamp cover c. Neoprene gasket d. Stainless steel screws and clamps 2. Larger than 2-1/2 inches a. Use junction boxes. B. Conduit Hubs 1. Watertight 2. Threaded aluminum 3. Insulated throat 4. Stainless steel grounding screw C. Grounding Bushings 1. Insulated lay-in lug grounding bushings 2. Tin-plated copper grounding path 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees Celsius 4. Plastic insert cap each bushing 5. Lug size: Sufficient to accommodate maximum ground wire size required by the NEC for the application D. Raceway Sealant 1. Use for sealing of raceway hubs,entering or terminating in boxes or enclosures where shown or specified E. Conduit Penetration Seals 1. Use for conduit wall and floor seals F. Conduit and related hardware 1. All polyvinyl chloride conduits,including elbows and couplings shall be schedule 40 PVC conduit,conforming to Federal Specification W-C-1094 and Underwriters' Laboratories,Inc. Standard UL-651. All conduit sizes shall be as indicated on the Drawings. 2. Rigid metal conduit shall be aluminum. 3. Weather heads shall be made of aluminum and may be the threaded or the clamp on type. G. Expansion/Deflection Fittings 1. Use a. Embedded in concrete b. Exposed CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 of 13 2. Description a. Internal grounding b. 4 inch movement c. Stainless steel/cast iron H. Expansion Fittings 1. Aluminum 2. 8-inch movement 3. Internal grounding 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION A. Interface with Other Work 1. Coordinate the placement of conduit and related components with other trades and existing installations. B. Unless shown on the Drawings or specified otherwise,the conduit type installed with respect to the location shall be as follows: 1. Underground, 18 inches or more cover: Rigid PVC Schedule 40 or HDPE 2. Underground,less than 18 inches cover: Rigid PVC Schedule 80 or HDPE 3. Exposed: Rigid aluminum 4. Final connection to equipment subject to vibration: Liquid-tight Steel Flexible Metal Conduit C. Box Applications 1. Furnish raceway junction,pull and terminal boxes with NEMA ratings for the location in which they are installed. 2. Exposed switch,receptacle and lighting outlet boxes and conduit fittings: cast aluminum 3. Furnish boxes with factory mounting lugs. Drilling through the back of any box or enclosure is prohibited. D. Conduit Outlet Bodies Applications 1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used, except where junction boxes are shown or otherwise specified 2. Conduits larger than 2-1/2 inches: Use junction boxes CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 260533-8 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8 of 13 E. Conduit Hub Applications 1. Unless specifically stated herein or described on the Drawings,all raceways shall terminate at an outlet with a conduit hub. Locknut or double locknut terminations will not be permitted. F. Insulated Grounding Bushing Applications 1. Use: Terminate raceways at bottom entry to pad-mounted electrical equipment or switchgear,if there is no wall or floor pan on which to anchor or terminate the raceway. 2. Other raceways:Terminate on enclosures with a conduit hub. 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be pulled. G. Conduit Fittings Applications 1. Combination expansion deflection fittings: Install where conduits cross structure expansion joints,on conduit transitions from underground to above ground, and where installed in exposed conduit runs such that the distance between expansion- deflection fittings does not exceed 150 feet of conduit run. 2. Expansion fittings: Install in lieu of a combination expansion-deflection fitting, on the exposed side of conduit transitions from underground to above ground,where the earth has been disturbed to a depth of more than 10 feet. H. Conduit Penetration Seals Applications 1 Conduit wall seals: Use where underground conduits penetrate walls or at other locations shown on the Drawings 2. Conduit sealing bushings: Use to seal conduit ends exposed to the weather and at other locations shown on the Drawings I. Conduit Tag Applications 1. Tag all conduits within 1 foot of the entry of equipment,and wall and floor penetrations. 2. Tag all underground conduits and ducts at all locations,exiting and entering from underground,including manholes and handholes. J. Raceway Installation 1. No conduit smaller than 1'/a inch electrical trade size. 2. No more than the equivalent of three 90 degree bends in any one run. 3. Do not pull wire until the conduit system is complete in all details. 4. Install all underground raceways in accordance with Section 26 05 43. 5. Where raceways enter or leave the raceway system,where the raceway origin or termination,could be subjected to the entry of moisture,rain or liquid of any type, particularly where the termination of such raceways terminate in any equipment, new or existing at a lower elevation,such raceways shall be tightly sealed,using watertight sealant(Duxseal or equal),at the higher elevation,both before and after the installation of cables,such that there shall be no entry of water or moisture to the Raceway System at any time.Any damage to new or existing equipment, due to the entrance of moisture from unsealed raceways, shall be corrected by complete replacement of such equipment, at no cost to the City. Cleaning or drying of such damaged equipment will not be acceptable. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 13 6. Conduit supports,for other than for underground raceways: Space at intervals of 8 feet or less as required to obtain rigid construction. T Single conduits: Support with one hole pipe clamps in combination with one screw back plates,to raise conduits from the surface. 8. Multiple runs of conduits: Supported on trapeze type hangers with horizontal members and threaded hanger rods not less than 3/8-inch in diameter. 9. Surface mounted panel boxes,junction boxes,and conduit: Supported by strut to provide a minimum of 1/2-inch clearance between wall and equipment. 10. Conduit hangers: Attach to structural steel by means of beam or channel clamps. Use concrete inserts of the spot type where attached to concrete surfaces. 11. Conduits on Exposed Work a. Install at right angles to and parallel with the surrounding wall. b. Conform to the form of the ceiling. c. No diagonal runs. d. Provide concentric bends in parallel conduit runs. e. Install conduit perfectly straight and true. 12. Conduits terminated into enclosures: Install perpendicular to the walls where flexible liquidtight or rigid conduits are required. a. Do not use short sealtight elbow fittings for such terminations,except for connections to instrumentation transmitters where multiple penetrations are required. 13. Use insulated throat grounding bushings for conduits containing equipment grounding conductors and terminating in boxes. Connect grounding conductors to the box. 14. Install conduits using threaded fittings. Do not use running threads. 15. PVC conduit: Use glued type conduit fittings. 16. HDPE conduit: Use fittings by same manufacturer as conduit. 17. Liquid-tight Flexible Steel Conduit a. Primary and secondary of transformers b. Generator terminations c. Other equipment where vibration is present d. Connections to instrumentation transmitters,where multiple penetrations are required e. Do not use in other locations. f. Maximum length: Not greater than that of a factory manufactured long radius elbow of the conduit size being used g. Maximum bending radius:Not less than that shown in the NEC Chapter 9, Table 2,"Other Bends". h. Do not use BX or AC type prefabricated cables. 18. Conduits passing through openings in walls or floor slabs: Seal remaining openings against the passage of flame and smoke. 19. Conduit ends exposed to the weather or corrosive gases: Seal with conduit sealing bushings. 20. Raceways terminating in Control Panels or boxes containing electrical equipment a. Do not install to enter from the top of the panel or box. b. Seal with a watertight sealant: Duxseal or equal CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-10 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 13 21. Conduit a. The Contractor will be required to coordinate with all local utility companies, long distance communication companies,City utilities,railroad companies,and Dig Tess if applicable,to ascertain exact locations of conflicting underground services. b. The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. c. The maximum allowable overcut shall be 1 inch(25 mm) in diameter for bores. d. The vertical and horizontal tolerances shall not exceed 18 inches(457 mm)as measured from the intended target point for bores. e. The use of a pneumatically driven device for punching holes beneath the pavement(commonly known as a"missile")will not be permitted. f. Conduit installed for future use shall have a non-metallic,nylon type pull string and shall be capped using standard weather tight conduit caps,as approved by the Inspector. g. The Contractor shall place duct seal or foam at the ends of all conduit where conductors and/or cables are present. h. New Conduit 1) All underground conduit shall be schedule 40 PVC conduit. 2) All conduit or raceways above ground shall be rigid metal. 3) All conduit and fittings shall be of the sizes and types shown on the Drawings. 4) Each section of conduit shall bear evidence of approval by Underwriters Laboratories. 5) Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches above the concrete foundation. 6) Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. 7) Exposed vertical conduit shall be wed rigid aluminum metal,and reamed and couplings made tight. PVC conduit shall be joined by the solvent-weld method in accordance with the conduit manufacturer's recommendations. 8) No reducer couplings shall be used unless specifically indicated on the Drawings. 9) Conduit and fittings shall have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. 10)Field cuts shall be made with a hacksaw only,and shall be square and true so that the ends will butt or come together for the full diameter thereof. a) In no case shall a cutting torch be used to cut or join conduit. 11)Slip joints or running threads will not be permitted for coupling conduit unless approved by the Inspector. 12)When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water-tight coupling between the conduit. 13)Couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection throughout the entire length of the conduit run. 14)Where the coating on a rigid metal conduit run has been damaged in handling or installation,such damaged parts shall be thoroughly painted with rust preventive paint. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 26 05 33-11 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 13 15)Ends of conduits shall be capped or plugged until installation of the wire is complete. 16)Upon request by the Inspector,the Contractor shall draw a full-size metal wire brush,attached by swivel joint to a pull tape,through the metal conduit to insure that the conduit is clean and free from obstructions. 17)Conduits shall be placed in an open trench at a minimum 24 inches(612 mm)depth below the curb grade in the sidewalk areas,or 18 inches(450 mm)below the finished street grade in the street area. 18)Conduit placed for concrete encasement shall be secured and supported in such a manner that the alignment will not be disturbed during placement of the concrete. a) No concrete shall be placed until all of the conduit ends have been capped and all box openings closed. 19)PVC conduit,which is to be placed under existing pavement,sidewalks,and driveways, shall be placed by first providing a void through which the PVC conduit shall be inserted. a) The void may be made by boring. b) Use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings. c) Water jetting will not be permitted. 20)If it is determined by the Inspector that it is impractical to place the conduit by boring as outlined above due to unforeseen obstructions,written permission may be granted by the Traffic Services Manager or designee for the Contractor to cut the existing pavement. 21)Pits for boring shall not be closer than 2 feet(612 mm)to the back of the curb or the outside edge of the shoulder. a) The boring method used shall not interfere with the operation of streets, highways, or other facilities,and shall not weaken or damage any embankment structure,or pavement. 22)Backfill-Compaction&Density Test for All Ditchlines a) All ditchlines within paving areas of existing and proposed streets and within 2 feet(600 mm)back of curb are to be mechanically tamped. b) All tamping is to be density controlled to 90 percent standard proctor density at optimum moisture content and no greater than 5 percent optimum or less than 2 percent below optimum. c) All backfill material is to be select native material,6 inches(150 mm) diameter clods and smaller. d) It is permissible to put backfill in 6 inches to 8 inches(150 mm to 400 mm) lifts with densities being taken for each Ifeet(300 mm) of compacted material on offsetting stations of 50 feet(15.9 M). 23)Provide adequately bent conduit and properly excavate so as to prevent damage to the conduit or conductor by a bend radius which is too short. 24)All conduit runs shall be continuous and of the same material(metal only or PVC only). 25)Where tying into existing conduit,the Contractor must continue with the same material (metal to metal or PVC to PVC). 26)Each length of galvanized rigid metal conduit,where used, shall be reamed and threaded on each end and couplings shall be made up tight. 27)White-lead paint or equal shall be used on threads of all joints. 28)Metal conduit and fittings shall have the burrs and rough places smoothed. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 26 05 33-12 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 12 of 13 29)Where the coating on a metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. i. Existing Conduit 1) Prior to pulling cable in existing underground conduit,the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. 2) Contractor shall inspect existing conduits and inform.the Engineer in writing if the conduit can be reused prior to any work. 3) If conduit appears to be blocked,the Contractor shall make an attempt to clear the conduit by rodding(The Contractor will not receive extra compensation for rodding). 4) If the existing conduit cannot be used,the Contractor may be required to repair and/or replace this conduit as directed by the Engineer. a) Repair of this conduit will be paid for as "extra work" on a Change Order. 5) The Inspector shall be notified prior to disconnection or removal of any existing cable. 22. Conduits from external sources entering or leaving a multiple compartment enclosure: Stub up into the bottom horizontal wireway or other manufacturer designated area,directly below the vertical section in which the conductors are to be terminated. 23. Conduits entering from cable tray: Stub into the upper section. 24. Install conduit sealing and drain fittings in areas designated as NEMA 4X or NEMA 7. 25. Conduit Identification Platens a. Install on all power,instrumentation,alarm and control conduits at each end of the run and at intermediate junction boxes and manholes. b. Install conduit plates before conductors are pulled into conduits. c. Coordinate exact identification plate location with the City at the time of installation to provide uniformity of placement and ease of reading. 26. Pull mandrels through all existing conduits that will be reused and through all new conduits 2 inches in diameter and larger prior to installing conductors. 27. Install 3/16-inch polypropylene pull lines in all new conduits noted as spares or designated for future equipment. 28. Install conduit to drain away from the equipment served. If conduit drainage is not possible,use conduit seals to plug the conduits at the point of attachment to the equipment 29. Route conduits to avoid crossing pipe shafts,access hatches or vent duct openings, present or future, in floor or ceiling construction. 30. Do not use running threads. 31. Conduits passing from heated to unheated spaces,exterior spaces,refrigerated spaces, or cold air plenums: Sealed with watertight sealant: Duxseal or equal 32. Locate conduits a minimum of 3 inches from steam or hot water piping. a. Where crossings are unavoidable, locate conduit at least 1 inch from the covering of the pipe crossed. CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO.100766 260533-13 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 13 of 13 33. Conduits terminating at a cable tray a. Support independently from the cable tray. b. Provide conduit support within 1-feet of the cable tray. c. Weight of the conduit not supported by cable tray 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised December 20,2012 CITY PROJECT NO. 100766 262417-1 PANELBOARD MODIFICATIONS Page 1 of 2 SECTION 26 24 17 PANELBOARD MODIFICATIONS PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish labor,materials,equipment,and incidentals required to remove and install new circuit breakers in existing panelboards as shown on the Drawings and as specified herein. 1.02 RELATED WORK 1.03 SUBMITTALS A. Submit, in accordance with Section 01 33 00,shop drawings and product data as follows: 1. Product data sheets and catalog numbers for overcurrent protective devices. List all options,trip adjustments, and accessories furnished specifically for this project. 1.04 REFERENCE STANDARDS A. Circuit breakers shall be designed,built,and tested in accordance with the Underwriters Laboratories, Inc. UL489 and shall be so labeled. Installation shall comply with NEMA Standard for Panelboards and the National Electrical Code. 1.05 QUALITY ASSURANCE A. Where possible,circuit breakers shall be the product of the manufacturer of the original panelboard in which they are installed. PART 2 PRODUCTS 2.01 GENERAL A. Rating 1. Circuit breaker short circuit ratings shall be not be less than minimum rated device in the panel.The overall short circuit rating of the existing panel shall be maintained. Circuit breakers shall be rated for the required utilization voltage. 2. The integrity of series rated panels shall be maintained. Series combinations shall be UL listed. 2.02 CIRCUIT BREAKERS A. Circuit breakers shall be a product of the manufacturer of the original circuit breakers in the panelboard,or shall be a UL listed replacement product. B. Circuit breakers shall be molded case,bolt-in or plug-on type as required. Contractor shall verify the proper type. ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 262417-2 PANELBOARD MODIFICATIONS Page 2 of 2 C. Each circuit breaker used in 120/240 Volt and 120/208 Volt panelboards shall have an interrupting capacity of not less than 10,000 amperes, RMS symmetrical. Contractor shall verify the required short circuit interrupting rating and supply the correct breaker for the application. D. Each circuit breaker used in 277/480 Volt and 480 Volt panelboards shall have an interrupting capacity of not less than 14,000 amperes RMS symmetrical. Contractor shall verify the required short circuit interrupting rating and supply the correct breaker for the application. E. GFCI(ground fault circuit interrupter) shall be provided for circuits where shown on the Drawings. GFCI units shall be one-pole, 120 Volt,molded case,bolt-on breakers,incorporating a solid state ground fault interrupter circuit insulated and isolated from the breaker mechanism. The unit shall be UL listed,Class A,Group I device(5 milliamp sensitivity,25 millisecond trip time) and a minimum interrupting capacity of 10,000 Amperes RMS. Contractor shall verify the required short circuit interrupting rating and supply the correct breaker for the application. F. GFCI for ground fault protection on heat trace equipment shall be provided for branch circuits where shown on the Drawings. GFCI units shall be rated properly for the intended voltage and trip setting indicated on the drawings and shall be molded case,bolt-on breakers,incorporating a solid state ground fault interrupter circuit insulated and isolated from the breaker mechanism. The unit shall be UL listed Class A Group I device(30 milliamp sensitivity, 25 millisecond trip time)and an interrupting capacity of 10,000 Amperes,RMS. Contractor shall verify the required short circuit interrupting rating and supply the correct breaker for the application. G. Each circuit breaker used as switches in Fluorescent Lighting circuits or High Intensity Discharge lighting circuits shall be listed and shall be marked as HID. PART 3 EXECUTION 3.01 INSTALLATION A. Install circuit breakers in accordance with manufacturer's instructions. B. Connect panelboard branch circuit loads so that the load is distributed as equally as possible between the phase busses. C. Install new circuit directory cards in each panelboard.New directories shall be heavy card stock with machine printed text. Verify all existing circuits and update circuit directories giving location and description of every load served by the panel. END OF SECTION ®2017 CDM Smith VILLAGE CREEK WATER RECLAMATION FACILITY All Rights Reserved HEADWORKS FACILITY SLUICE GATE MODIFICATIONS CITY PROJECT NO. 100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised June 22,2017 CITY PROJECT NO.100766 40 05 57.23-1 ELECTRIC MOTOR ACTUATORS Page 1 of 4 1 SECTION 40 05 57.23 2 ELECTRIC MOTOR ACTUATORS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish labor,materials,equipment and incidentals necessary to install new electric 7 actuators shown in the drawings with connections,mounts,gears,lift nuts,drive 8 nuts,thrust nuts,drives,drive assemblies,power,and other related appurtenances 9 necessary to convert existing gates from non-rising stems to rising stems. 10 2. Furnish labor,materials,equipment and incidentals necessary to modify existing 11 electric actuators shown in the drawings with connections,mounts,gears,lift nuts, 12 drive nuts,thrust nuts, drives,drive assemblies,power,and other related 13 appurtenances necessary to convert existing gates from non-rising stems to rising 14 stems. 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. Not Applicable. 17 C. Related Specification Sections include,but are not necessarily limited to: 18 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 19 Contract 20 2. Division 1 —General Requirements 21 3. Section 01 12 16—Construction Sequence 22 4. Section 40 05 59.03 Sluice Gate Modifications 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Each new actuator installed complete in place, including but not limited to 27 removal of existing actuator and the installation of all new actuator parts 28 required to work with new gate stems. 29 b. Modification of existing operators is included in gate and stem modification 30 Item. 31 2. Payment 32 a. The work performed in accordance with this Item shall be paid for at the unit 33 price bid for each new actuator installed. 34 b. Actuators for replacement have been pre-determined at a pre-negotiated price 35 from a manufacturer. See supplier quote provided in the Appendix of this 36 Project Manual for details. Contractor shall be responsible for payment to 37 manufacturer in the amount listed. 38 c. Modification of existing operators is included in gate and stem modification 39 Item. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 400557.23-2 ELECTRIC MOTOR ACTUATORS Page 2 of 4 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification,unless a date is specifically cited. The applicable provisions shall 6 apply as if written here in its entirety. 7 2. American Water Works Association(AWWA): 8 a. C542-09 Electric Motor Actuators for Valves and Slide Gates. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS 11 A. Submittals shall be in accordance with Section 0133 00. 12 B. All submittals shall be approved by the City prior to delivery. 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 14 A. For each gate electric operator size: 15 1. Utilization voltage and number of phases. 16 2. Maximum current. 17 3. Horsepower. 18 4. Time to Close. 19 5. Wiring diagram. 20 6. Type of gearing and lubrication. 21 7. Type of declutching mechanism. 22 8. Torque delivered to shaft. 23 9. Make and model. 24 B. Shop Drawings showing dimensions and details. 25 C. Operation and Maintenance Manuals. 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Acceptable Gate Actuator Manufacturers: 30 1. Rotork Controls. 31 a. IQ40 FA25 A [IP68] 43RPM 460/3/60 32 B. The services of the manufacturer's technical representative shall be provided for pre- 33 startup installation checks,startup assistance,training of OWNER'S operating 34 personnel,troubleshooting and other services as required. 35 C. Supply and install actuator to provide a complete and operational gate assembly. 36 1.10 DELIVERY,STORAGE,AND HANDLING 37 A. Deliver to project site in such quantity to assure continuity of installation. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 Amer-Plate Sheet Typ, L - - - - - - - - - --� 1" Weld Strip (Typ) Patch - Plain Sheet (Typ) 19Y Adhesive System Amer-Plate Sheet Section B - B PROTECTIVE LINING DIVISION REPAIR DETAIL E ❑ R LARGE H ❑ LE IN T - L ❑ CK DRAWN P , K , 8-86 ��� 4-94 1 Y� R�REJ S�A�NTr.ARDED TD A P P V'D PLD-TL-104D A 1 " wide Weld Strip A A z" Max Z=\ / / j 4" Min ( typ ) Amer - Plate Sheet Section A - A PROTECTIVE LINING DIVISI❑N REPAIR DETAIL E ❑ R SMALL H ❑ LE IN T - L ❑ CK LINING DRAWN I P . K . 8-86 Tv 4-94 YAXX R�RF��IS�A�NT�A DED TD APPV'D PLD- TL -104C AMER-PLATE T-LOCK LINING SEALANT RECOMMENDED BY LINER MANUFACTURER a . a . d Q Q ' C❑RR❑SI❑N RESISTANT o ANCHOR BOLTS — ai a `II a' CORR❑SI❑N RESISTANT FLANGED PIPE FLANGE TYPE PROTECTIVE LINING DIVISION SEALING PENETRATI❑NS THRU T—LOCK LINED WALLS TYPE II DRAWN P , K , 5-94 REv APPV-D PSD - TL - 099 CONCRETE BLOCK 2' WIDE x REQUIRED HEIGHT � • T-LOCK 2' ROOF FORM DETAIL 1 PLASTIC TIPPED CHAIR Q PROTECTIVE FEET T-LOCK ri DETAIL 2 SECTI❑N 'A-A' Q o PROTECTIVE LINING DIVISION SUPPORT OF REINFORCING STEEL TO PROVIDE PROTECTI❑N FOR T-LOCK DRAWN I P,K. 8-86 REV SYNB0. REVISION DATE BY APPV'D APPV'D PLD-T L-0 2 0 48 Lie 96 2,NOM 1g NOM 085 094 063 32MAX ,375 f-'065 'T' TRIM DETAIL NOTE, LOCKING EXTENSIONS ARE REMOVED TO WITHIN 0,035 OF THE SURFACE OF THE MAIN SHEET.(SEE TL-004) 0 PROTECTIVE LINING DIVISION STANDARD T-LOCK EXTRUDED SHEET 4'x 8' DRAWN I P K 19-861PLD-TL-001 REV SYMBOL REVISION DATE BY APPV'D APPV'D o The procedure for patching small 4.Weld the seam between the existing holes is as follows: Ameron T-Lock and the repair piece Consult Code of Federal Regulations using 1-inch wide weld strip. Title 79,Labor parts 1910,1915 and 1.Start welding about 1 inch before 1916 concerning occupational safety the hole.Continue welding over the and health standards and regulations, hole,centering the weld strip over Ameron T-Lock sheet(typ) as well as any other applicable federal, the hole as closely as practical.See state and local regulations on safe instructions in section on Welding ---------------------------------- practices coating and lining opera- Ameron T Lock tions. JB 2.Weld about 1 inch beyond the end of Patch the hole and trim the weld strip.When Distributor for Leister Hot Air trimming the weld strip,be careful notWelding Tool, Model 1 G3, to cut the sheet. ----------------------------------- with Nozzle, Model 30A1: Weld Strip(typ) 40mm Wide Pressure Roller Weld Strip r Patch(typ Model 22-D A� — Ameron T Lock sheet Cleasby Manufacturing Company,Inc. 1414 Bancroft Avenue ,- Hole `, Section B-B San Francisco,California 94124 Figure 4. Large repairs are made by Tel:(415)822-6565,(800)253-2729 Plastic Welding Technologies butt-or lap-welding a repair piece to Tel(800)635-6693•(530)622-2791 W1 the surrounding Ameron T-Lock sheet. Fax(530)622-2704 w Shown here is a typical buttjoint. When making repairs using a lap-weld joint,provide a minimum of 1-inch Manufacturer of Tinker and Ameron T-Lock %in, overlap following normal lap welding Rasor Holiday Detector, Sheet Min(typ) procedures. Model AP-W: Section A-A Figure 3, Small holes or cuts in the sideTinker and Rasor Ameron T-Lock liner can normal) bePost Agostino Road Y � � patch larger Post Office Box 281 patched by welding a piece of flat holes is not recommended. San Gabriel,California 91778 weld strip over the hole or cut. Tel(626)287-7942 Testing Fax(626)287-0132 VV11V11111�, gand welding are Large Holes and complete,the entire lining and weld areas should be visually inspected Damaged Areas and manually probed with a blunt instrument such as a putty knife,and Large holes and damaged areas can be then tested with an approved electri- repaired by carefully cutting out the cal holiday detector(Tinker&Rasor, damaged sheet,installing a new piece Model No.AP-W with power-pak of Ameron T-Lock to fill the void and or equal)with the instrument set at welding the seam with 1-inch weld 18,000 to 22,000 volts.Any imperfec- strip.The procedure for repairing large tions must be repaired before placing - holes is as follows: the lining in service. AMERON INTERNATIONAL 1.Using a sharp knife,cut away any Safety loose or damaged Ameron T Lock. Fumes emitted during the welding of Protective Lining Products Ameron T-Lock have been tested as 201 North Berry Street 2.Cut a piece of Ameron T Lock Plain non-toxic.However,it is important to post Office Box 1629 Sheet so that it completely covers the provide proper ventilation to move void area.The repair piece must be at fumes away from the welder and Brea,California 92822-1629 least equal in thickness to the existing proper venting and exhaust to remove Tel: (714) 256-7755 liner and must be butt or lap welded fumes from confined areas to to the existing liner.(See Figure 4.) avoid any potential health risks. Fax: (714) 256-7750 If proper ventilation cannot be Email: t-lock@ameron.com 3.Attach the repair piece to the void attained,the use of respirator protec- Web: www.amerontlock.com area using Ameron T-Lock 19Y Adhe- tion is recommended.See"Safety sive System.See Safety. Precautions"Sheet. 02003 Ameron International•R8/03•WRT-1 PDF Ameron T=Lock7 ' Sheet Lining System Welding, Repairing and Testing Instructions Welding Ameron T-Lock Ameron T Lock sheets are joined by fusing a specially formulated weld strip over the butt or lap joints.The Approximately 90° Weld Strip sheets are welded together at the joints using heat and pressure on the weld strip to obtain a continu- ous plastic liner.On flat surfaces, use Ameron T-Lock flat weld strip. For concrete tanks and structures, Small Bead of Molten Material consult liner manufacturer for Ameron T-Lock Sheet corner weld recommendations.A hand-held,hot air welding tool is used to fuse the weld strip over the Figure 1. This figure details only a typical butt joint. The procedure for welding joints.The procedure for fusing a lap joint is identical, except for the manner of positioning the weld strip. weld strip is as follows: 1.Clean the areas of the Amer- sheet.A small bead of molten visible and continuous along each Plate sheets and weld strip prior material will form in front of and edge of the weld strip. (See Figure to welding.Use a nonflammable, on each side of the weld strip. (See 2.) water soluble or dispersible cleaner Figure 1.) such as Formula 409,or equal.Wipe 8.When welding Ameron T-Lock at- dry. -- — - tached to concrete,apply the major 2.Adjust the welding tool to pro- Ameron T-Lock sheet Small Bead of portion of the heat to the base sheet vide a hot air temperature of ap- -Molten Material in order to get proper fusion of the proximately 500°F.The welding tool weld strip to the sheet. should be equipped with a 1-inch wide slotted nozzle. - Weld Strip 3.Hold the welding tool in one Arneronpermanently thermoplastic and may be hand at a 45° angle to the sheet ------------------------f_=-e--- ___=__ surface.Holding the weld strip in rewelded at any time during its the other hand,position it over the service life by following joint to be welded.See Note No.6 procedure described for guidelines on weld strip posi- tioning. Ameron T-Lock Sheet 4.Move the welding tool in a fan- _ _- _ Repair Methods ning motion back and forth across Small Holes Cuts the intersection of the weld strip Figure 2.A small continuous bead and the sheet.The tip of the nozzle of fused material should be visible and Tie-rod Holes should be not more than 1 4 inch along each edge of the weld strip. from the intersection as you fan it Small holes or cuts in the Ameron T- back and forth. 6.When welding butt joints,keep the Lock liner can normally be patched by welding a piece of flat weld strip CAUTION—Use good quality weld strip centered over the joint over the hole or cut.Use 1-inch flat gloves to avoid burning fingers seams as the weld progresses.When weld strip for patching nail holes when welding. welding lap joints,position the weld and cuts.Use 2-inch flat weld strip strip slightly off-center to provide for tie-rod holes or larger holes that 5.The hot air will cause the weld strip more fusing on the bottom sheet 1-inch will not properly cover.To and sheet to soften,become tacky than on the top sheet. insure proper coverage the width of and appear to be wet or glossy.When the weld strip must be at least 1/2 this occurs,press the weld strip firmly 7.When properly welded,a small inch greater than the width of the down toward the bead of molten material should be hole to be patched. (See Figure 3.) Safety Information Warranty Ameron T-Lock No.19 primer,adhesive,and thinner/cleaner Ameron warrants its products to be free from defects in material Danger!Extremely flammable.Vapors may cause flash fire. and workmanship.Ameron's sole obligation and Buyer's exclusive Vapor harmful.May cause irritation.Contains ketones and remedy in connection with the products shall be limited,at Amer- petroleum distillates.Keep away from heat,sparks,and open orfs option,to either replacement of products not conforming to flame.Vapors may ignite explosively.Vapors may spread long this Warranty or credit to Buyer's account in the invoiced amount distances.Prevent buildup of vapors.Extinguish all pilot lights of the nonconforming products.Any claim tinder this Warranty and turn off heaters,nonexplosion-proof electrical equipment must be made by Buyer to Ameron in writing within five(5)days and other sources of ignition during use and until all vapors are of Buyer's discovery of the claimed defect,but in no event later gone.Use only with adequate ventilation during application and than the expiration of the applicable shelf life,or one year from the drying.Avoid breathing of vapor.Avoid contact with eyes and delivery date,whichever is earlier.Buyer's failure to notifyAmeron skin.Excessive inhalation of vapor may cause headache, of such nonconformance as required herein shall bar Buyer from nausea,or dizziness.Use face protection,gloves and skin recovery under this Warranty. covering clothing to prevent contact.Keep container tightly Ameron makes no other warranties concerning the product.No closed and upright to prevent leakage when not in use. other warranties,whether express,implied,or statutory,such as Since improper use and handling of this product can be harmful warranties of merchantability or fitness for a particular purpose, to health and cause fire or explosion,consult U.S.Department shall apply.In no event shall Ameron be liable for consequential or of Labor Code of Federal Regulations Title 29 and applicable incidental damages. state and local regulations on safe practices in coating opera- Any recommendation or suggestion relating to the use of the tions.Necessary safety equipment must be used and ventila- products made byAmeron,whether in its technical literature,or in tion requirements carefully observed,especially in confined or response to specific inquiry,or otherwise,is based on data believed enclosed spaces. to be reliable;however,the products and information are intended In case of fire—Blanket flames with dry chemical,carbon for use by Buyers having requisite skill and know-how in the indus- dioxide,or foam. try,and therefore it is for Buyer to satisfy itself of the suitability of In case of spillage—Absorb and dispose of in accordance with the products for its own particular use and it shall be deemed that local applicable regulations.Eliminate all sources of ignition. Buyer has done so,at its sole discretion and risk.Variation in en- First Aid—If affected by inhalation of vapor,remove to fresh air. vtronment,changes in procedures of use,or extrapolation of data If breathing is labored,start resuscitation and call physician.In may cause unsatisfactory results. case of skin contact,wash thoroughly with soap and water;for eyes,flush with plenty of water for at least 15 minutes and get medical attention. If you do not completely understand these instructions or are Q unable to com"ly with them,do not use this product.Also refer to Ameron"Safety Precautions" For industrial use only. IQ I SCS 9002 REGI TERED FIRM Ameron Protective Lining Products (a division of Ameron International Corp) Ameron International Corporation is a multinational manufacturer of highly-engineered products and materials for the industrial, chemical, oil and construction markets.traded on the Newyork Stock Exchange (AMN),Ameron is a leading producer of high-performance coatings,fiberglass composite piping, concrete&steel pipe systems and specialized con- struction products.The company operates businesses in North America, South America, Europe,Australasia and Asia. It also participates in several joint-venture companies in the U.S., Saudi Arabia and Mexico. A%A AMERON 731T ii1i1Ti01i lZ Ameron Protective Lining Products 201 North Berry Street•P.O.Box 1629•Brea,California 92822-1629.714/256-7755•Fax 714/256-7750 E-mail:t-lock@ameron.com•www.amerontiock.com 02003 Ameron International 6 R8/03•AA3•PDF 6 Application of Ameron T Lock No. 19Y Primer Air temperature should be approximately 350-400°F,or hot enough to make the heated area take on a high gloss and a 1. After the metal or concrete surface has been properly soft,"chewing gum"consistency. prepared,it should be cleaned by dusting with a brush or clean cloth or by vacuuming. 3. Immediately—while the heated area is still in a soft state—bend the Ameron T-Lock sheet firmly around the 2. Apply one coat of No.19Y primer(at approximately 200 sq angled surface,stretching slightly(approximately ft/gal.)to both the metal or concrete and the Ameron 1/8 inch to each 2 inches)to destroy any"plastic memory." T-Lock Plain Sheet. Do not attempt to reform more than 4 to 8 inches at a 3. Allow to dry one hour minimum,seven days maximum time. (if protected from contamination)before applying the 4. Press the sheet into position by hand with a glove or cloth adhesive. taking care to avoid inclusion of air pockets. Application of No. 19Y Adhesive 5. Hold the sheet taut until cool to the touch.The Ameron 1. Apply one coat of No.19Y adhesive to both the primed T-Lock sheet will then be reformed to conform permanently metal or concrete and Ameron T-Lock sheet. to the surface of the angle being covered. 2. If thinning is required for workability,use only No.19Y 6. Proceed to the next 4-to 8-inch section. thinner/cleaner up to 1 pint/gal.of No. 19Y adhesive. Welding of Ameron T Lock 3. Coverage should be approximately 150 sq.ft/gal.Avoid local heavy spots,sags,runs or thin spots.One coat is generally Individual Ameron T-Lock sheets are joined by fusing weld strip sufficient. over the butt joints.On flat surfaces,use Ameron T-Lock flat 4. Mating surfaces should be assembled in not less than 30 weld strip.Where sheets join at corners of concrete structures, minutes and not more than 1 hour after application of the use Ameron T-Lock 2"x 2"strip with 1"weld strips.When sheets adhesive. join at corners of steel tanks use inside corner weld strips.The procedure for using both types of weld strip is as follows: 5. Should the prepared bonding surfaces dry to the point 1. Clean the areas of the sheets to be welded with water where they have insufficient bonding tack,apply a second soluble cleaner such as Formula 409 or equal. coat of No. 19Y adhesive to each bonding surface. 6. If tack must be restored after a second coat of adhesive,the 2. Adjust the hot air welding tool to approximately 500-600°F bonding surfaces may be reactivated by brushing with so that the effluent air will fuse the sheet and weld strip No.19Y thinner/cleaner. without charring. Application of Ameron T Lock Sheets 3. Hold the welding tool approximately 1/4 inch from the surface to be welded ata 45*angle. Application will be facilitated by heating the sheets to approxi- 4. Move the welding tool back and forth across the intersection mately 110°-120°F(using infrared lamp)immediately before placing them in position.Care should be taken to avoid overex- between the weld strip and the sheet,moving slowly enough to cause the sheet to appear wet or molten before the weld posure of the sheet to this temperature,or poor bonding may strip is pressed into place. result. 5. As the heat from the tool softens the sheet to the proper 1. Place one edge of the Ameron T-Lock sheet in position along fusible condition,the weld strip should be moved the edge of the metal or concrete surface.Press down continuously forward and pressed firmly onto the sheet firmly,holding the remainder of the sheet up and away from while constant downward pressure is applied. the surface. 2. When the edge has been affixed,roll the remainder of 6. Pinholes may occur as a result of frequent stopping the sheet into position(using a 4-inch hard rubber roller), and restarting of this continuous welding process.To avoid this problem when restarting,care should be taken to pull taking care to avoid inclusion of air pockets. back slightly on the weld strip to allow the welding tool to 3. After the sheet has been rolled into position,rub the be directed upon the last section to be fused together. surface vigorously with a soft cloth to press it firmly '7. When properly welded,a small bead of molten material will in place. be visible along each edge of the strip.Note:Ameron T-Lock On Vertical Surfaces is permanently thermoplastic and may be re-welded at any On vertical surfaces application should be made from bottom to time during its service life following the above procedures. top,proceeding according to the above instructions for hori- Testing zontal surfaces.Mechanical anchors are required when Ameron When installation and welding are complete,the entire lin- T-Lock plain sheets are installed on vertical surfaces. ing and weld areas should be visually inspected and manually Over Sharp Angles and Bends probed with a blunt instrument such as a putty knife and then Due to Ameron T-Lock's"plastic memory"(or tendency to should be tested with an approved electrical holiday detector revert to its original state),heat must be used to make the sheet (Tinker&Rasor,Model AP-W or equal)with the instrument conform to sharp angles or bends such as lips of tanks or flange set at a minimum of 20,000 volts.Any imperfections must be returns.This is accomplished as follows: repaired before placing the lining in service. 1. Apply No. 19Y primer and adhesive to both mating surfaces as used in normal application. 2. Then,using hot air applied to the Ameron T-Lock,heat a 2-inch wide area,1 inch along each side of the bend or angle. 5 2. Concrete should be fully wetted with acid.It will bubble for D D D D T-Lock 20-30 seconds and stop,at which point the acid is neutralized. 4 p" p Medium 3. When etching is complete,wash the surface with clean hardness water Q 0 4 usinga garden hose.Brush duringwashing with a stiff rubbergarket brush to remove concrete salts. p Alloy anchor bolt 4. A properly etched surface should be slightly granular and cast in place dAlloy nut free of glaze. v D Alloy washer 5. On very dense,machine-troweled surfaces,several LIN - applications of acid may be required to obtain proper p a "tooth,"or a slightly granular surface. D ` Q Caulk with approved 6. Water blasting of all concrete surfaces for surface Mastic between p D 4 D gasketand washer preparation and to remove glaze and laitance is an acceptable alternate method. o 0 7. Dry surface thoroughly.A moist surface will not allow C D t> o C proper adhesion of the primer. Metal Method of Installing Anchor Bolts for Brackets, Metal surfaces(such as inlets and other tank accessories)must Ladders,etc.,through T Lock Ameron T Lock Lining be sandblasted,leaving the surface free of all mill scale,rust, grease,old coatings,moisture or other impurities. The final joint between the wall and floor is made by using Sand Blasting Procedure 2"x 2"Angle Strip and 1"weld strip. g Application of No. 19Y Adhesive System 1. Use an air source.mtn a minimum 200 cfm at 100 psi per blast nozzle. Ameron T-Lock No.19Y adhesive is used to bond Plain Sheet 2, Use a graded flint or silica sand,16-30 mesh with 0%retained Ameron T-Lock to itself and to metal or concrete surfaces.Metal or on 16-mesh screen,100%retained on 30-mesh screen. concrete must first be primed with Ameron T-Lock No.19Y primer after recommended surface preparation.Mechanical fasteners are 3. Maximum speed and most effective cleaning is often required on Ameron T-Lock Plain Sheet to provide a more obtained by systematic,even blasting.Block out work in permanent bond with the 19Y on concrete surfaces. 1-foot squares and blast evenly until the entire surface has been blasted. Surface Preparation Concrete 4. Any weld spatter should be removed and all rough welds Concrete surfaces must be clean,dry Lad free of previously applied coatings and disintegrated or chalky material.Form ground smooth. release agents,concrete curing compounds or hardeners 5. When blasting is completed,the surface must be an even, must not be specified where cement grouting is to be applied. gray-white color as defined by the Steel Structures Painting If such materials have already been employed,specific recom- Council in"Surface Preparation Specification No.5,Blast mendations should be obtained of the manufacturer;otherwise, Cleaning to'White'Metal."Blotchy surfaces indicate no assurance of a satisfactory job can be given. incomplete blasting and are not satisfactory. Grouting Procedure 6. Since blasted surfaces rust(oxidize)rapidly,apply No.19Y primer as quickly as possible after blasting is All concrete imperfections,such as water and air pockets in complete(within three hours).Do not leave the bare metal poured concrete surfaces,must be filled with cement-mortar surface unprotected overnight. grout as follows: 1. Smooth concrete surface,breaking down all rough Equipment Required protrusions. 1. Utility knife,or similar sharp knife,suitable for cutting 2. Apply cement-mortar grout(2 parts fine sand and 1 part Ameron T-Lock sheets. cement)by sacking or by working the grout into the 2. Sharp putty knife-2-inch heavy blade. surface with a hand stone. 3. High-quality,medium-length bristle brushes. 3. Cure three days,keeping the surface damp at all times. 4. Infrared lamp or hot air blower. 4. Lightly stone the cement-mortar grouted surface with 5. Infrared lamp table—for heating the sheets. a carborundum brick to remove any rough areas and to ensure a pore-free surface.Rough areas or pinholes in 6. Short-nap paint roller—for spreading the adhesive. concrete allow penetration of—and corrosion by— 7. Four-inch hard rubber roller. chemical reagents. 8. Leister Hot Air Welding Tool Model 1A,with Leister Etching/Water Blasting Nozzle,Model30AL All concrete surfaces—original or cement-mortar grouted— 9. 110-volt extension cord. should be acid-etched to remove glaze and concrete laitance. 10. Use a mixture of clean,warm water and detergent to 1. Etch with a solution of 1 part hydrochloric(muriatic)acid clean Ameron T-Lock surfaces as needed. and 2 parts clean water.Apply the acid solution to the con crete by brush or garden spray until the solution runs. 4 T's notched to T's removed(if necessary)to allow T's removed(if necessary)to allow joint to be welded allow bending space for water-resistant tape T's notched to T-Lock space for water-resistant tape (see detail 4� Joint to be welded aeedetal4) tTs oalloched after formremoued after form removed (seedetaif4) toalloty bending 7 °*roved f.: ressary) ,•'lowsple T-Lock jWelter- resistant tape pool for art (T'sunticnl) ,,r.r't pe Roof form U4 round uroodstrip loin[to be Clutmfer strip �` Q 1/4 round wood strip welded after form remov.er1 Wall form R Wall.forrn % T--Lock(1 s vertical) 1A 1B Concrete wall Monolithic Pour Vertical Sheet Monolithic Pour Roof Sheets Walls Poured Before Roof Carried onto roof Carried onto Vertical Monolitic - T-Lock 1'jlnt weld strip used 10 to join floor and wall sheets .r,ran T-Lock • ' � 1 rp,r;rrf nl,y,,,,r.4-in up wall A ► ' y v 4. Q d It* ► v '. 4 4,'i 4 4 3 4 1".x l'groutfillet eerAmeron Notch Detail Sealing of Tank Floor to Tank Wall Removal of Forms Application of Ameron T Lock 1. The forms are removed by normal procedure,but care to Tank Bottoms must be taken to protect the T-Lock from damage.Sharp 1. It is possible to install Ameron T-Lock into concrete instruments must not be used to pry the form from the instruments by means of pressure-grouting.Or,floors requiring T-Lock. 2. After all forms have been removed,any nails which still protection can be lined with Plain Sheet Ameron T-Lock remain in the sheet must be pulled out.This can be done (3/32 inch or 3/16 inch)using Ameron T-Lock No.19Y adhesive system as directed in Application of No. 19Y without tearing the liner if the sheet is firmly held down Adhesive System.Floor sheets can also be mechanically around the railhead and the nail is bent sharply sideways attached using a Ram set or other similar device.Any me with a pair of pliers. chanical asteners must be sealed with an appropriate 3. All the form tie holes and any areas of damage in the liner patching strip. must be marked with chalk before the stubs are broken off. 2 Another method to protect concrete floors is by the When broken off,form tie rods or wires should not project Arrow-Lock Sheet Lining system. beyond the surface of the concrete,and steel form tie washers should be removed.Sharp or pointed ends which 3. All welds between joints of Plain Sheet Ameron T-Lock on occasionally result when form tie rods are broken off must floors and between floor and wall sheets are be ground off or pounded flat,since under a hydrostatic made as directed in"Welding of Ameron T-Lock." load,these sharp points may puncture the T-Lock. 4. Floor sheets of Plain Sheet are laid using Ameron T-Lock 4. Small pits or voids in the concrete which may result when No.19Y adhesive with sheets butted.The gap form tie rods are broken off need not be filled.However, between sheets shall not exceed 1/4 inch;lap joints are not voids larger than 3/4 inch in diameter or depth as well as satisfactory. holes left by the removal of tie rods should be grouted flush 5. Floor sheets are carried up 4 inches over sheets on the side with cement grout. walls.The fit of the floor sheets into corners is particularly 5. All such damaged areas are later repaired by welding, important;and,if properly done,will greatly simplify as outlined in"Welding of Ameron T-Lock." subsequent welding. 6. The final joint between wall and floor is made using 1-inch weld strip fused over the junction of the floor sheet and the T-Lock on the sidewall(see drawing 3). 3 7. Floor sheets can also be terminated at the sidewall. 12. All joints must be protected to prevent wet concrete then bent around the corner and onto the roof forms. from flowing under the sheet during pouring and Additional T-Lock sheets are then placed on the roof vibrating.This may be accomplished either by welding forms as required and the joints covered with water an Ameron T-Lock weld strip to the"backs"(side against resistant tape to prevent concrete leakage.All welding is which concrete is to be poured)or by applying a water performed after removal of forms.If the T's are placed resistant pressure sensitive tape.(Gummed vinyl or vertically in the walls,it may be necessary to cut or polyethylene tape may be used for this purpose.)Tape notch them at the 90°bend between wall and roof. should be applied only to flat sheet,not over the T's. 18. Metal inserts,such as steel pipe,which project through If the T's are covered with tape,concrete cannot flow the form and are to be cast into the concrete,must be around them and anchorage of the sheet will be covered with T-Lock using the procedures described incomplete. in Application of No. 19Y Adhesive System.The exact 13. T-Lock may be terminated at the upper rim of an steps are as follows: open tank by either of the two methods shown below. a. The smooth side of a piece of T-Lock is secured to The method used will be determined by the end use of the exterior of the insert with Ameron T-Lock No. 19Y the tank and the severity of the chemical exposure. adhesive system.T's are trimmed back to leave a flap Ameron T-Lock plain of approximately 11/2 inches protruding beyond the Factory prefabricated sheet 3132"sheet e o termination strip adhesive bonded to end of the insert. A �• s' concrete andT-Lock "4• v b. One-inch weld strip is heat-welded over the butt joint a, a •a . , Join t taped before •, S (along the insert)by the method described in Welding a d ' CA,�eruon pouring of Ameron T-Lock. P. A' 'i Lockc. If a hole can be cut in the form,a disc equal to the (Tsningverticalty a or horizontally) p p diameter of the insert is cut from both the main sheet ' Ameron T•Lack =• of the T-Lock and the form,and the flap inserted (Ts running vertically) a s through it.Next,water resistant tape is placed over the 1"weld strip adjoining surfaces to prevent slurry from getting under Methods of Terminating Ameron the sheet.After the concrete has been poured and the T Lock at Upper Rim of Tank forms removed,the flap is cleaned using Ameron T-Lock 14. Manhole or riser openings can be preformed of No 19Y thinner/cleaner.Projecting flap is softened by plywood and covered with T-Lock sheet before being heating with hot air,flared back against the T-Lock set in place on the forms.The sheet is then joined by sheet and heat sealed into the main sheet of T-lock welding before the concrete is poured.It may be with the hot air welding tool.Excess adhesive is then necessary to trim back some of the T's in order to removed by scraping,and the joint is welded with perform this welding. 1-inch weld strip.If no hole can be cut in the form,the flap is softened by hot air and bent outward so that it 15. The junction between wall and floor slab is a critical will lie flat against the main sheet of T-Lock.(It may be area in placing the T-Lock sheet.When forms are set on necessary to cut away some of the T's in the main sheet the floor slab and the T-Lock attached,care must be so that the insert can be placed flush against the sheet.) taken that the sheet meets the floor slab evenly and Next,the insert is fastened in position preparatory to snugly.This will ensure a clean 900 angle between walls pouring the concrete,and water resistant tape is placed and floor and will prevent concrete leakage at the over the adjoining surfaces to prevent slurry from junction.If not done properly,it will be very difficult to getting under the sheet.Finally,after the forms are make a sound joint between the wall and floor sheets. removed,a hole is cut in the sheet and the flap pieces 16. When all sheets are placed and all welding and sealing are pulled through and folded back once more so that is completed,the steel reinforcement may be put in they are on top of the main sheet.The flap is then heat- place and the concrete poured. softened,flared over the main sheet and heat sealed 17. Where the underside of a tank roof is to be T-Lock onto the main sheet of T-Lock with the hot air welding lined as well as the walls and floor,the sheet shall be tool. carried around the corner between walls and roof.It is d. A final piece of 1-inch weld strip is then heat-fused over not practical to terminate the side and roof sheets at the joint between the flap and the main sheet.The the junction of wall and roof and seal with inside extreme outer edge of the flap should be skived off at corner weld strip due to the roughness normally found an angle with a"Red Devil"scraper in order to give a in concrete construction at this point.Whether the tank smooth contour for welding,taking care not to damage roof is poured with the walls,or whether the walls are the sheet. poured first and the roof later,the same approach can e. If for some reason the insert cannot be heat-softened be used.Where walls and roof are poured together,the and flared as outlined above,the flap may be slotted in T-Lock sheet is either carried up from the walls,around four or five places so that it can be bent at an angle. the corner between the roof and wall;or,from the roof, The pie-shaped voids resulting from the slots made in around the corner and down the wall(see drawings IA the flap are then filled with wedge-shaped pieces of and 1B).The welding is then done on either the weld strip or Plain Sheet Ameron T-Lock,and additional underside of the roof or on the vertical wall,depending pieces of weld strip are heat-fused over these joints. on which method is used.If the walls are poured first 19. The same procedure is followed for covering PVC and the roof later,an extension of the T-Lock sheet on and clay sewer pipe which projects through the form the walls is allowed to project approximately 12 inches beyond the termination of the wall pour(see drawing 2). and is a be cast into concrete,except that it is not When the roof forms are placed,this extension is necessary to sandblast as for metal inserts. 2 c Ameron T=LoCk Concrete Tanks & Structures Description 1. The inner forms for the concrete structure should be made from plywood or good quality form lumber.2, All slivers,nails or other sharp projections which might Designed to become an integral part of concrete tanks and structures,Ameron T-Lock is cast into the concrete at the time perforate the sheet must h removed. of construction. When sections of T-Lock are heat-welded together,a 3. All pipe,manhole rings or other metal inserts must be held continuous plastic lining is formed which becomes a solidly in place in the form. permanent part of the tank or structure. 4. Vertical corners must be true.The use of a 1/4-round wood strip or chamfer strip in corners is recommended to ensure a Purpose smooth corner rather than a sharp bend in the T-Lock sheet. T=Lock for Tanks and Structures 5. Steel forms may be used if provision is made for holding the T-Lock liner firmly in place or if steel strapping can be used. Ameron T-Lock is normally delivered to the contractor in 4-foot by 6. The sheets are put in place with the smooth side next to the 8-foot sheets.(Special sized,factory pre-welded sheets are available inner form and the T's on the outside so that they will embed on special order.)The sheets are flexible and are readily fit around into the concrete.In most instances,the sheets should be corners and complex angles. placed so that the T's run vertically. Shipping and Storage 7. Termination strips with two tees running horizontally Care must be taken in transporting,handling and storingAmeron shall be welded to the bottom edges of the vertical sheets. T-Lock to prevent possible damage.After removing rolled sheets This attachment is the same method as shown on left detail, from their bundles,they should be stored flat and protected from note#13. contact with all sharp-edged objects.Care must also be taken in 8. T-Lock is applied to vertical corners first in such a manner that handling the sheets during cold weather since Ameron T-Lock the sheet wraps around the comer and extends at least 1 foot becomes more rigid as temperatures decrease. along the forms on each side of the comer.The intention is to have no welds in vertical corners.The large,flat areas are then Application Instructions filled in withT-Lock,using full sheets wherever possible and To ensure complete success of an Ameron T-Lock lining installa- planning the work to keep the amount of cutting and welding tion,it is of prime importance that each step is performed in strict to a minimum. accordance with the following application instructions. 9. T-Lock is then applied to the complex areas,such as around Close inspection must be maintained throughout application beams and wall openings,fitting and cutting where necessary. of the sheets and during welding.Remember,the actual layout of Where possible,the sheet should always be wrapped around T-Lock on the form can be accomplished in many ways.The corners to eliminate the necessity for outside or inside comer procedures given here are only suggested guidelines. welds.In order to properly form the T-Lock around an outside Application of T Lock to Concrete Forms comer,it may be necessary to notch or cut the T's to form a tight corner.Care should be taken to cut only the T and not to I Tr Tr T--Lock wrapped around corner pierce the sheet itself. 10. All T-Lock sheets are either butted together or overlapped 114 round wood strip approximately 1/2 inch.The gap between the sheets shall not exceed 1/4 inch.Only the edges of the sheet are attached to the forms;l-inch by 3/16-inch head stronghold nails are used Inner formL for this purpose and are placed within 1/8 inch of the edge of the sheet.Use only as many nails as necessary to hold the sheet firmly in place.If done properly,the holes left by the nails when forms are stripped can be easily covered using the standard 1-inch weld strip. 11. The number of metal form ties must be kept to a minimum, and if at all possible,internally braced forms should be used. formm removal joint to be welded after T-Lock sheet should be fixed to the forms before form ties are placed,since placement of the sheet will be extremely difficult T's removed(if necessary) to allow space for if the form ties are already in place in the forms.All form ties water resistant tape must go through the sheet,keeping the holes made as small as possible. Treatment of Vertical Corners-Plan View 1 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 Ameron T-Lock Product Information THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATE D:324-2015 STANDARD PRODUCTS LIST Manufacturer Madel\o. NaflnnrlS � 01/24/82 EI-26 RnBimt Wed Gate VaWe _ an A4'K Company 20'sod unDer ...a-v • EI-26 Resilient Seated Gate Vah" K—dy _ _ – V-12" • BI-26 Resd.-Seated Gme Vah" M&H P-1Y EI-26 Rad,co,Sealed Gm.Valve mmller Co. _ _ 4".12" 11108/99 1 Rndkm Wed Gate Valve Moeller Co. Scrip A2361 fS1t 6647) AWWA 0515 16- 0123103 R.ib-Wedge Gel.V.Ise Moeller Ca. Series A2J60 Por 18"-24"SD 6709 _AW WA C515 24'and—Her MOM R-1—t Ned•e Gatc Vale M1lucller(n Mueller 30"&36',C-515 "'VA C51 5 3R"and W' 0111/06 Rudiem Ked-c Gate Vah e Mueller('.� Mueller 42"&38".C-51 A%WA(515 4'_'and 4R" 012888 EI26 Anilimt Wed Cate Vahe Clow Valve Co, AWWA C509 4"-12" 100494 1 Readapt wedy Cak V.1%e Clow Vah"Co. 16'RSGV SD 0.20995) AWWA C515 16" 11/08/99 EI-26 Railiem WeJ G.I.Valve Clow Valve Co. ClowRWVah"SDD-21652 AWWA C515 24'aM emaBer 1129/06 Resilient wed Gate Vale Clow Valve Co. Clow 30"k 36"C-515 AWWA C515 30.w 36"Nvk I 11'10'1? Resdmm N c c Gak Yahe Clow V'ehe fo. Clow 4'ah'e bL.dcl 2618 .AWWA C515 24'10 48"Nae 31 05108mi EI-26 ResJienl Scakd Gale Valve Stockham Valves&Fitlilpa A34WA C J.9.ANSsao-mem.A93N 4".12" EI-26 Restlkm Seated Gale Valve U.S.PWW F Co. M-1 230, m SPL 474 3"w 16" PivesNalvcs&Fittings/Rubber Seated Butterfly Valve EI-30 Robber Seated 9...fl Vah" Hen P..Co. AWWA C-504 24" EI-30 RMw Semed Buttertly Valve MmDer Co. AWWAC-504 14"and-115, (/11/99 EI-30 RWeber Scemd Rune Valve Deautik 4'eWn Co. AWWAC-504 24'00 01012103 EI-30 VCM i.American Valve Vebmne Vake W Manttfu Co Vakretk American Butm Valve. AWWA C-504 U to 84"diameter 0410607 EIJO Robber Sealed BunerOv,Vale MAH V'.w. MAH Slyk 4500&1450 .AW WA 0.501 24"to 41" SamiRling Station 3112196 1 Water Sampling station W.-Pl. I B20 Water So Simian Bawl Fire Hydrants 10/01/87 E-1-12 Dry Band Fee Hydrant Antm—Darting Valve Nos..18608.94-18560 AWWA C402 03/3188 E-1-12 Barrel Fire Amerinn Valve Dn- No.94-18791 AWWAC-502 09/30/17 13-1-12 B.melM nt Cl..Corp— S Onw' NO.D-19895 AWWA C-502 01/.]103 E-I-12 Barrel F'veH ram American AVKC Model 2700 AW WA C-502 0824/88 E-1-12 Bartel Fhe H sot Cl_C Dm D20435,D20436,920506 AW WA C-502 E4-12 Batml Fite Hvdnm ITT V.1ve S Dm No.D-80793FW AWWA C-502 092487 E-I-12 Barrel FeeH ram MAH Vah"C No.13476 AWWA C-502 Shop Drawings No.6461 IW1487 E-1-12 Dry Bartel FimH Mueller Co A423 Ce..d- AWWA C-502 ' Shop Drawioy FH-12 i 01/1588 EI-12 My Barrel Fire Hydrant MueCo A423 Cevtunon 200 AWWA C-502 100987 E-I-12 Bartel FeeH U.S.Der&F Sbp Doswing No.960250 AWW.4C-502 09/1687 E-1-12 Betel FimH dmnt Wuernu Shop Dramreet No.SK740803 AWWA C-502 star urtenances 08/08/02 EI-18A Pkatk Meta Boxer East Jordan Iron Works lne. Mein Box(PI..w.Cl lid Clea A.B C 08/_^8/02 DoWk Sm Saddk Smirh Blair 031710 Ion Coated Doubk Sea Saddle 0727/12 33-12-10 Darbk Service Saddle MuelkrC DR–IS D...(S&)s DI S.01, AWlYA 0100 1"-2"SVC. m24'Pqe 1027/87 Corb S -Ball Meter Vah"a McDosvld 6100M.6100MT&610MT 102787 Curb Ball Meter Valves McDonald 4603B.46MB.6100M,6100TM eod6101M 1'A"W 2" 012600 Coated T Saddle wnh Datbk SS 1CM lodtntria.Mc. 0406 DOubk BW SS Saddle 1'-2'T to 12' 01/70/01 !cared T Saddk with Sin SS Sua a 1CM kadmtria Ire. 0405 Coaled T m Saddk 1"Te o6 m 12' (Y5 21/12 1 33-12-25 T m Skeve ICmkd Stec ICM Irdsuma.T.. 411 T.Vp ne slmme FSS AWWA C-223 U.1.30'.12'Out 05/10/11 Tamin Sleeve(S—less SIee7 Powetseal 3490A5(NW)&1440MJ 4".8'..d I6" 0229/12 73-1N T Skeve rCoakd Stec R.— FTS 240 AWWA C-2114 U mit"w 24"Out 02!_'9/12 33-12-25 Ta Sk<ve Starless Steel R.— SST S..&.Steel AWWA C-223 l; m24-w 212"0m 0229/12 1 33-12-25 Ta - Sleeve Sminkss steel Romec SST III Suinku Steel AWWA C-223 1; 16 30"w 21_"Out 05/1(1/11 lolm Re n CI Powerseal 323'_Bell Jomt R o Cl. d"to 30" 118r21ir1. Pl.lsl la Mehr Rbr>w(1 fad AC(T;CAST (lass"A'Plasm Boa w C Ld I Class"A" 28'3W06 I PIamb blc1vr 11—,111,slUb Ld DFW Plastics In, I G.—A"Plastic Bos w Ptrine Lid IClass":1" 04'2315 Ple.rli Sher Ros lul ACCUCAST I Class"A'Plamc Box ld Ch""4't'/.'31"i PolvethvIene ticasement 05.1 2:05 1-m i Polvelhvl—ho,-- Fleswl PecA.I Full".Enle AA\VA('1115 8 rml LLD 05/1'_;05 1'113 Pol eth lane Em."— Moumam stamr Plastics(MSP)and 4FP Ind S_lerd Hard— AN\V.40105 M mil LLD 05.1.95 FI-l? Po elhvlene Eneassne.t AFP lydtnmcs Bollsho b C.—Bolt&Gasket ANW A CIOs 8 mU 1.11) Mekrs 02/05/93 1 EI01-5 Delve-Check Meta AmesC Mode11000 Detector C6.ck Vahs AW WA C550 4'-10' 08/05/04 M Drive Vertical Turbine H M ]hive Vertical AWWA 1701 Chic! NOTES From Ori'nl Ste lard Produce Lie <I> Cartier Pipe I.D. -a Above 48'Appmmd vn tteebynee bun <.> 34)-incb W L B-Pau <4> Product A to 36"However 0905 PVC ved .24" JU For, s m acts msm review c trcer cat ort akr parmsnt s pn anon snvtp m try camovctton pmlau. Spe.iMatians for specific products,ue included ss put .,the Cortmnectton Cadncl Voc--s,the requveroeme eftbe Technical Spe:ifiezim wig override the Fon Worth W mn Depastmerm SlWard Speeifscatiow std The Fon Wonh Water DeyemoeN's Standard Prat is List and approval of the specific pr d,,B will Ix hared nn the rcquir ta.of the Technical Speeificmion whed or nor the specific product meets the Fort Worth W mer Departrrem'a Standard Speeificatiare or is on the Fon Worth Water manem'a StaMmd Pmducq List. Prepared 3/24/2015 Page 3 CITY OF FORT WORTH WATER DEPARTMENT'S dpeArED:3-24-2015 STANDARD PRODUCTS LIST Approval. 5pce tio. CIMpjQggARManufacturer Madel Yo. NRtlonal Spec Size pip;, PVC Pres ure _�— ---— 'J-—— 12 0211 E.24 DR-U PVC Pteaattre Pipe Pipe.M q •rum -— PVC Rnsme Pipe AW'Wh('4fI0 Y"11u�t 1 1172214 3341-12 DR-14 PVC Pre.u.Pipe Royat Buikl.rg Prod" Royal Seal PVC Prwme Pipe AW WA C900 — 1'd—IP ewfH PE(Riln jjurstingjjjpli in 1 h�ktt i Driac i ,Inc. Duetik Po l—P' ASTM D 1248 B' emr core N' m h'lett Pkxrn Inc. ASTM D I248 High-dmily pobethyLem pipe Pouy Pipe.Inc. ASTM D 1248 8' ppe CSR Hydro Conduit Jaen§Zom McCo11ne11 ASTMD 1248 Pi /New/PVC- I IA AM EI-31 PVC Corry ted Sewer Pt,,e Conteh C rent bon Ptodw.,Im, Cooteeh A-20W Sewer P' ASTM F 949 _ 8"thm J6" EI-31 PVC ted 4wrr Pw, L' arc Eel Uhra eorr ASTM F W9 24"1.36" 05.J 1 E I-i l P%l(- tm3 4w-er Pi Mam.n.I Plastica(l .moan CORR 21 ASFM F 94o 24'1.,W EI-25 PVC Ower Pi Can-Tex,Irduatr,esI ASTM D 3034 i 4'tbru 12" EI-25 PVC Ower Pipe Cetmin-Teed Pmdmu CorpASTM D 3034 4"rhM 15" EI-25 PVC Sewer Pipe N '.Matmfac Cp ASTM D 3034.D 1784 4'&S" EI-15 PVC Sewer Pipe IN M.. C ,Inc. ASTM D 3034 4'-15' 12123/97• EI-27 PVC Ower Pi M—.d P1.0ics.C lion SDR-26 and SDR-35 ASTM F 789.ASTM D 3034 4"then 15" EI-27 PVC Se—pi I—.nim ASTM F 789 I lb.l S. 04/04/07 EI-27 PVC Ower Pi P' Ek Je Strem SDR-26 and Stk-35 ASTM D 3034 4'then 15' 33-31-20 PVC Ower RF,, Ro i BO&S P-I ft R.)21 Seal Solid Woo Pip,SDR 26&35 A'S M(3034 4'd-15" EI-25 PVC Sewer Pi Exlmaian Tmhnolo .1. ASTM D 3034 8',10" 1I/11/98 EI-28 PVC Sewer P' D—w pk4 C S'G. Sewer P- ASTM F 679 IS*to 27" EI-28 PVC Sewer Pipe J-MMuwfx Ca Inc. ASTM F679 18'-27' 09/IM2 EI-28 PVC Sewer P' . O(e let Shea. SDR-26 and 50x-35 ASTM F479 IB' 11/12/99 EL-29 PVC Tma Pipe I Conteeb Cemtrvction Pm&em,lK CamecM1 PYC Tnua ASTM D 2680 N"rhea IS" 0926191 E100.2 Clod Profik PVC Pipe Lamson V tan aw Prime Cwdldt Caron l!yL H.C.Clore Pmrde ASTM F-7-- 7W 18bs d8' 11/17/99 EI00-2 Clnred Pmlile PYC Pipe Diamwd Pluties Coryomtbn ASTM 1135 . !8"eo 48" 05 06.01 EI-_'8 P\t 5ohd WA Rpe Diamind P1,,t cs('.rtp,ro PS i6 ASTM F-6'9 1x"1n 4." 04 2''VEI'4 P4'C Ycwcr FnOngf Hueco SDR-2n and Sl:PiS Ga+Met I".— ASN 1Y3034,R 17x4-etc ' EI-25 !PVC Sewer FB np Plaatk T-6.Inc Gukeled PVC Sewer Main F' ASTM D 3034 Pi. s/N w/Ri Open Profile Lar a Diam t r 0926'91 E100-2 PVC SewerPi.,WL!d Lamson V IonCarbm V bo H.0 Clmed Profile Pip, ASTM F 679 18"to 48' OW26191 E11q-2 PVC Sevum ,Robed E,rtmrion Teehoo ,I.. Ukn-Rib wer Profile Se ' ASTM F 679 18'.48' EI011-2 PVC Sewn R'hbed t' r ETI C 11'1010 Elpl-:1 Pdvn vlrne PPl Sewer Pi ,Danble Wall Ad—od Drum SYterm.ADS S—T..HP Dadk W.11((' a ted, .45TH F 1736 24'.In' :1 IFI00-21 Pa 'Irne1PP11exerP ,T Ie Walt AdeanrdfMaam S ems(4I)s Se Ttte FlP Tn WaI1 Pi- ASTM FF7M 30"to 60' &eel Rmmhrced Pol ethvktt T C-Teeh Camtrtttlrm Producla Dmnmxx ASlbt F 2562 24"w 72' ,ftrl.,eh CIPP _ -01-34.PW, - Jnmof—Te ft-Cnc ASTM F 1'16 ns _ l'mnI in pyre p' Natiow Emirotxh Nntioeal Lion.SPL Ircm n27 ASTM F-1216()-5813 O5: �Cmrd in Place - —R—W Ire Inlittr Totboo (lobulet USA lnlmer T%hmio ASTM F 1216 Pipes•'Rehab(Fold&Form ' Fobssed Form P' Ceaum Pi te 5 rns,Inc. _ — --- Iroiluforrn Twhrml nc.If Imitu 'NuPI M ASTF-!SM IIt113N8 FoW and Form P Fool and Form America P &Pkalka Inc. Dem. a<Onl IV04MFob and Fmm __ ulfthner Uheh-PVC All- Imo AMMF-15041871,1867 ON0910 I FuW and Form PW Miller Piline C EX)A lbdrd I ASTM F-L504,F-1447 U t 18'di.— PiV2 Enler ent SXLtem Method PM 5 _ PIM f Po lett PM CUM,Pucan Wa N.1. A sed Prvmuely McCotmeO S km MCLaI Comtmetioa Pol lett Hcmaxi.Texas M TRS S erns Ttenchk.R cement S Polvnhvkne C l ,Car.& A nd Prcwxm Pigg Casing Spac 1110402 Steel Band Caug Space. Aduars ed Pmdwu and System,I— Carbon Steel Spac<..Madel SI 02/02J93 Smkdeu Steel Coring Spacer Adsatted hod..and Systn.r-Inc. Staink.Steel Sp—.Model SSI OV22W Cuing Space. Cacak Walnnc1.Mamdechnmg Cuing Seem Ow V w Stamkss Steel Casing Spacer Rpe ire Seal arA f-1— slmlesa Steel('amg Spacer Up to 48",1-21 0911 V I0 Coated Suet Cin Sp.— Pipe 4al and 1-4- Coated Steel Corm Spacer Llp to ix' I.Q> 05/10'11 Swinku Steel Casing Spacer Prnserseal 4810 Powe.I, :k Uptn48"-I1<2> COann 02/25102 E L' S Im smuercoUm Inc SewetGud 21ORS I LA County 8210.1.33 12/142) Ep2.1 Loma,E . 5 leen E..hT.hi.JCUafiw Ewh2030.W21004rka W 14.0s I.mm�at Puerile Iron Pa Indmon P—U 401 457101 B-1 I' Ducnk Imo Noe Only WATER P sN ves&F' s/Combina 2a Air Release EI-1 IConl1-_Ar Rekat Vah'e GA IndmWes,h... Frrv4m Ak aid Veaaon Vahc,Model 935 ASTM A 126 Ow B,ASTM A 1"&2' El-ll Rrkw Valve Mut lex Mumfacturm Co. Crispin A.and V.—V.h..Model No.A5, 12'.V&7' E1-11 C.Mbmtiao A.Rekeee Velve Velve and Primer CM. APCO 8143C,81450 and 81470 1",2'&3' Pi s/Vaives&Fittia uctile Iron Fitting 07/23/92 E1-0' D-ile hxo Fn p Sw Pipe Pmduc.,I. Mbanical Join)Fiamp AWWAC153&CIt() EI-01 Puede heo Faw Gri!f Pip,Pmduc.,Co. Med...[Joint Fimm AWWAC 110 EI-07 Dunne Iron Finn MCMI—Tyle,Pipe:Union I Mies Divium Maohaniml Joint FWuW,55B C—350 AW WA C 153.C 110,C I t I 0811W9x EI-07 Ml ntuov Si C. Cyst 350 C-153 MJ Fftiogs AWWAC153 OA^_6N EI4)7 MJ Fi Aaua41 Chia 350 C-153 MJ Fitdnp AW WA 01.43 4'-12' 05/14/98 EI-07 D-ile Iron Joico Rest.incs Fend Mer,Box Ca Nei-Flan Uoi-Flange Sena IJ00 AW WA 0111:0153 4"ra M' 05714108 EI-24 PVC loyl R.4wmUi _ Ford Meir.N x C Alto- Uni-Fk r Soba 1500 C-le-Lock AW WA 1149/04 EI-07 Dlrctile Iron hoe Restnm. _ _ Orc Bok 1x10. One Boo Restnmed Joint FiOing AW W A CI I11CI I&C153 4".12^ - 021/9/12 37-11-11 Wetik Iron McChamcal lame Re,--. i I.BA:\hon.Inc Megahg Serres 1100 If.,Ul pnp AWW.4CIIICIi6CIs i 4'to41" 021-`W12 33-11-11 PVC Pi Mwhaucal ldnt Rat.int EIIAA Iron.Its:. M,galug Sena 2000(to,PVC Pyre{ .4W'WACIII 0114 CISJ 4"to 24" 0845/04 E147 M,chukel lama Remi—Glands 1--- Sig,.,C. S' Oee-l.ok Mabeoicel loim Ratninrr AW WA CI I VCI53 4'.24--. HUI"S),.—I Dmmond Lok 21&Al Eagle 1012:10 FI-24 Irrtecrm'RemUUed lane Sxaem S&B Tech—1 Pmduc. I.-9341 ASTM F-1624 4'm 12' (ni.l hIM I'I-fl' hlcchanlc _ 'iitF'ny,_A 1lP W.—,, Mechanical lnml Filmtga AN WA C 153 Pi sNalves Fittin2siRcsilicnt Sewed GateValve* - - RuiE.0 Wed Gat Vahr.-G— Atncrkan Flow Corurol Serio 2500 Dnwin 89420247 16, 1211742 Resilient Wcke Gate V.], American Flow Caarml Serio 2530 eod Seri..2536 AW WA C515 30".0 36" 08131!99 Rasilient W Gale Vahr Amnfsan Flow Cmuol Se—2520&2524 SD 94.2025 AWWA C515 21r and 24" 05/18/99 RroOknt W'N<Gate Vahs A--.Flew Caomel S,rin 2416{Sp 94-20247 AWWAC515 tb' IOY!V00 EI.26 Resilient Wedge Vaho .Monks-.FlwC nal Saisa 2500 tratc6TO Iron) AWWACSI5 4'.12' 0845104 Readktn W,41 Cate veke Atneriva Flow Cnnonl 42'and 45"AFC 251X1 _ _ AW WA C515 i 42".048" 03/23/91 EI-26 Resih-Wd,,Gate 411a A—k..A\7C C .A_rim AV/:RmX m Sealed GV! AW WA C509 4"t.12" P,eaated 324120''.6 page 2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:3-24-2015 STANDARD PRODUCTS LIST Approval Spec No, Classsification Manufacturer Model No. National Spec Size WASTEWATER Manhole Inserts EI-14 Mvthole Inert Kmnaon Fele rue Made to Order-PWoc ASTM D 1248 Fa Zr din. EI-14 Manhok Inert Soab Weaem Plo,,intig Made in Order-Plwtic ASTM D 1248 Fa 24"die, BI-14 ManhnIe Imen Noflow-Inflow Made to Order-Plastic ASTM D 1248 For 2S du. 0923/96 EI-14 Maduk Immt Soul6weelero P,ckg&See],Inc. LMSaver-Snink„Steel For 24"du. 0923/96 EI-14 Manhole 1— Somhwetem Packing&Sea],Ire. Tel ierL k-Slalnkae BtK1 For 26"din Manhole Bases/Frames&Covers/Rect lar Manhole Frets and Corm Weeteo Iran Work 13eu& F 100) 24"x40"WD M-1h k Frames ad Corrors Vulcan F 6780 24"x40'WD Manholes Bases/Frames&Covers Standard fRound El-14 M.W.11,Frames and Corm Wetem Ino.Woks,Bas,&Hap Foundry 30024 N"Din, EI-I4 Manhole Frurcaand Corm MlKirlky Iron Wad.Inc. A24 AM 24'Din. EI-I4 M.-WI. F—ad Corm Neemh Cu' Dia, EI-14 Manhole Frame,and Coven Vulcan Found,, 1342 ASTM A 48 24"D], EI-14 Manhole Frameaad Cmm St C tion MH-144N EI-14 Manhole Frame ed Covets Sip,Ca ton MH-143N EI-14 Medole Frame and Covera Pas-A-Mouu9n GTS-STD 24"dw EI-14 Manhole Frames and Coven NeeohC 24"dw 10/31/06 EI-14 Manhole Frew and Coven ) Powaneel 11wiled Dwtk Imo Manhole aSTIrl Allo 24"Dia. 725/03 EI-14 Manhole Rama and Coven SemtG loan tine Pmuex/.— RE32-REFS 201 Dia. W it rho Fill, 10"DI M11 Ra 4d Cover Fust lIo,lam Warks V[431-2 v l V 148 r f)-- AASIITO M306-04 30"Dia. 1 I.VLIo rt 14 30"N MH Rin ad Cover svne C."— M111651 F'l5N&MH 16502 W.Dia O7/1M11 EI-14 30*DI MH Ring and Cover Stu P4,Prodaas MH32FTWSS-DC 30'D.. 06710111 E144 30'DI MH Rg and Cover k-- 220700 Hearn Dotyxvh Gasket Rft 30"Dia 30"ERCK)%l.Assembly IN1413 FI 14 30'DI MH Rm ad C.—i Hie &luckahle) Fast Jordan Inn Works with Cam Lock MPIC TG—ket ASSHTO M105&ASTM A136 30"Dia Manholes&Bases/Frames&Covers/Water Tight&Pressure Ti t EI-14 M.h k Frames ed Corm Pan-A-Maurine P-1 11d 24"Dia. EI-14 Manhole Fwna ad Cmm Neenah Cavin 24"Dia • EI-14 Mudok Franey ad Covera Vulcan Fo 2342 ASTM A 48 24"Din. • EI-14 Manhole Rotes ad Cmm Weuem boo Wodn23w&Hay,Foundry 30O24P 24"Dia, EI-14 Manhole Fmrrea ad Covera McKinley Imn Works la. WPA34AM 24"D]. 03/08110 EI-14 Madtok Foa es ad Corm A,et 1 RC-2100 ASTM A 46 24'Dia 0420/01 EI-14 Meohok Frames and Coven Se hdwhies Private Ltd. 3002423.75 R' ad Cover ASTM A 46 24"D'a. Ma oleo&B e w/Com nents 0723/97 Urethane livillmitili,W ate Aeahi K.K Adekn UN.Seal P-201 ASTM D22400412 D792 0426/00 Off-Iomt fir 4'Dian.MH 11—Caerete Prodeta Det No.35-0048-001 042600 Fm6le Gasket for 4'Dion MH. Pres-Sol Ouka CoM, 250.4G G." ASTM C-443/C-361 SS MH 126/99 HDPE Manhole Ad'uamtem Rp Inc HDPE Ad'aamnnt Ring Noo-tmlrec aro 5113 05 ManM+lo Fslesnal A-P PS w" 'Is.)Manhole Fnca tow",S-em Manholes&Bases/New/Precast Concrete EI-14 Manhole.Precast ConereteH dm Codtdt Colp SPL Item 149 ASTM C 476 46" P—EI-14 Manhole.PCoaaete W. Clatnete Pip,Co.Ire. ASTM C-043 48' E144 Manhole,Precast Concrete Harron fo Giftot-Hi ASTM C 478 48" 0426/00 E144 MH,siftle Offset Seel Iwnt Hauoa Type F Dwg 354MB-001 ASTM C 478 48"Dam MH 0923/96 EI-14 Mavhak.Precast Corcrete Co...Ptdact 6/c. 48'ID.Manbok wl 32"Cove ASTM C 478 48'wr32"cove O8,3N06 El 14 Manh.],Prc.est(--, Th,T—Ca ons 4a"I.D.M1lanholc x 24"(... ASTM C 47X 0" 1 ort'M Fl 14 Manhole,Precao C alae. (Jldraltic Pre.a;t Ix 4X"1 D%Whnlc n 24'1,- ASTM t.4'1 4X'Drain x 24"R,, 0609/10 FI 14 Manhole,Precast Reinfr.e Polrs Koi—ew L'S Co site Pw Reoforced Pol r Concrete ASTM C 76 48"to 72" Manholes&Bases/New/Fiberzlass 126/99 niwhat,Manhole Fluid Cannitmtot,Ina, Flowtite ASTM 3753 Nonusir.aro 04'301(16 I"'ll-klanhylc 1.F Manutactunn \un-ha Ric ar.a Manholes&Bases/Rehab SvstLms Cementitiol s EI-14 Maohok Rehab Svatems Oex 0623MI EI-14 IMd.6 Rehab Sv,rom Stanch!!Covent Materiab,Inc. Relmn MSP El 14 1 Manhole Rehab S terns AP M Penrefam 420101 EI-14 Manhole Rebab S tem Stn. Co Ston Seal MS2A Rehab System 5/12/03 EI-14 Mardole Rehabs em(Lmer Poly uVl,.Techno MH rqi,pWiet taop 6tfibratwn ASTM D5813 0%/30.06 General(orrcnte Rr at PIrXKrne Icchn+6 r. \tet l Polyester Re air NnA— M-lase Manholes&Bases/Rehab Svstems/NonCementitious 0520/96 EI-14 Manhole Rehabs ems Wa0 Poly—thaneC ASTM D6391D790 EI-14 Maffiok Rehab S stern Son Coan 12/14/01 C'natw for Cortawo vection ERTECH Series 20230ad 2100 013106 (u.nm..Ir,rCort rwun Purnnun Charonnn Arc 791 S I Ha.S I.S2 A.od Re.rstanee fest S—e'% Ire1— xi_%._tXHi SV'—Fmnonnscnral }101 ad/0-301 Se—A I—l"'. 0%:30:116 ('Dann• fur Conr.iun Pnneenun Citadel SIS-10 Suh&F n Sewer\ h"t— Pi ew/ trifinzaltv Cast Fiberelass Reinforced Pi olvEner Modified Concrete 721197 Cent.Cain F a Hobo Pq,CSA,Inc. Hobo (Non-Preaue) ASTM D3262/'D3754 10130/03 GWs-Fiber Reinbreed PolynierPi .Adteeh USA Fl—ite ASTM D3262/133754 03/222110 Fibe Jays A-- Bodatrad RPMP P ASTM D3262 D3754 4(I4Ul Pnlvrner M1truluied('nncrcte"'c %--h 1,SA Mover Polycre[e P AS IM C)3.A216,F4- X"b 102',Class V ONW/10 E1.9 Reintfrced Ph—C.—Pi II C. iteP Reinfred Politer Costate Pi ASTM C-76 Pi New/Concrete EI-04 Cao,.P' •Remfotcad Will concrte P' Co.I... ASTM C 76 EI44 Con,. Reintfonrd Hvdo Condor C CW,111 T&G,SPL Item 077 ASTM C 76 EI-04 Core.Pipe,Reinforceal Haman C.—Prod— SPL Item 05-Manhok,098-Pipe ASTM C 76 El-w Coro. ' ,Reinfrced Cawnl<Pip,Al Pro t—Ca.Ire. ASTM C 76 Pa,,N, /Ductile I.. ' EI-06 Doodle Iron Pipe Griffin Pipe Froduen,Co. Super Bea-Tice Ductile Iron Pmame Pipe.Clan AW WA C 150,C 151 3"tbm 24" EI-06 Dottie Iron Pipe Ana—n Ductile hyo Pipe Co. A—Faatite Pipe AW WA C 150.CI51 4',8"&10' EI-06 Ductile lion Pipe U.S.Pipe end Faodry Co. AW W'A C150,CI51 EI-06 Ductile Iron Pipe M,W'ave Cut loon Pipe Co. AVJWA C 150,C 151 Prepared 324/2015 Page I THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 GC-6.24 Nondiscrimination NONE CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter,Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer,Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 City of Fort Worth Departmental Request for Waiver Of MBE/SBE Subcontracting/Supplier Goal Water 989,000.00 07-21-2017 DEPARTMENT NAME: ESTIMATED COST / PROPOSAL DATE Village Creek Water Reclamation Facility(VCWRF)Headworks Sluice Gates Improvements 100766 NAME OF PROJECT/BID: DOE/PROJECT NO. Fatida Gode a '°'a*dwM`yF ditQad"r ry 0".=7.81.2110sa33.51W 8214 07-21-2017 SIGNATURE OF/PROJECT MANAGER EXTENSION DATE NIGP CODE Prior to advertisement, the contracting/managing department shall determine whether the bid/proposal is one which MBE/SBE requirements should not be applied. MBE/SBE requirements may be waived upon written approval of the M/WBE.Manager . If one of ttie conditions listed below exists,the contracting/managing department shall notify the Manager via this form,stating the specific reason(s)for requesting a waiver. If the contracting/managing department and the Manager are in conflict over the granting of a waiver, either may appeal to the City Manager, or designee, and his/her decision is final. Please Check Applicable Reason: =A. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the public or administrative emergency exists which requires the goods or services to be provided with unusual immediacy; or B. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the purchase of goods or services from source(s) where subcontracting or supplier opportunities are negligible; or QC. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the application of the provisions of this ordinance will impose an economic risk on the City or unduly delay acquisition of the goods or services; or =D. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the MWBE Waiver is solicited based on the sole source information provided to the MWBE Office by the managing department's project manager. Justify Commodity or Service Waiver Request: The modification and installation for the gates will be performed by the vendoricontractor,where subcontracting opportunities are negligible. Please use additional sheets,if needed M WBE OFFICE USE ONLY- Patty Jean Wilson aDo '"2e 11 N= W 7-21-17 Approved Signature of M/WBE Authorized Personnel Date Not Approved Signature of M/WBE Authorized Personnel Date Rev.2.20.13 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 APPENDIX GC-6.06.1)Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.24 Nondiscrimination NONE GR-01 60 00 Product Requirements Ameron T-Lock Product Information Fontaine-Aquanox Pre-Negotiated Quote Wateman Industries Pre-Negotiated Quote Rotork Pre-Negotiated Quote CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 40 05 59.03-6 SLUICE GATE MODIFICATION Page 6 of 6 1 3.7 FIELD QUALITY CONTROL 2 A. Prior to final acceptance by the City,the slide gates shall be tested in the presence of 3 City Representatives. A seating head corresponding to the maximum water level shall 4 be placed on the slide gate and the gate examined for leakage. The maximum allowable 5 leakage for fabricated gates shall not exceed 0.10 GPM/FT of wetted seal perimeter in 6 seating and unseating head conditions. The slide gates shall be opened from the fully 7 closed position under maximum seating head,and closed from the fully open position 8 under average flow conditions to verify that the gate lift is operational and in 9 satisfactory working order. 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 CLEAN AND ADJUST 12 A. After installation,clean,lubricate,and otherwise service the gate and lift in accordance 13 with the manufacturer's instructions. 14 3.10 CLOSEOUT ACTIVITIES [NOT USED] 15 3.11 PROTECTION [NOT USED] 16 3.12 SCHEDULE-EXISTING GATES 17 A. The information and data given below was obtained from record drawings and shop 18 drawing submittals and is not guaranteed to be complete or entirely reflect existing 19 conditions. Manufacturer and Contractor shall verify all information as needed. 20 Gate ERN Gate Gate Existing Design Approx.Existing 2836 xxx Size Weight Stem Dia. Hydrostatic Stem Length g Head (+Extension) 303,401-403 84 x 84 2600 2.5 20.5 9.5 (+9.5) 311,312 60 x84 1865 2.5 6.5 12 101-106 60 x 96 2100 2.75 20.0 13 (+5) 201-206 60 x 96 NA 2.75 24.0 13 (+5) 502, 503 88 x 60 1851 2.0 6.0 10 501, 504 86 x 60 1790 2.0 6.0 10 702 120 x 120 5900 3.5 17.0 16 703-705 96 x 96 5850 1 3.0 17.0 13 (+5) 706, 707 72 x 72 2100 2.0 17.0 10(+10) 013 108 x 108 5275 3.5 23.0 12 (+8.5) 301, 302 84 x 84 unknown 3.0 1 20.0 18.1 21 22 END OF SECTION VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 20171Q Infrastructure CITY PROJECT NO.100766 40 05 59.03-5 SLUICE GATE MODIFICATION Page 5 of 6 1 3. The entire stem shall be of solid stainless steel material and the threaded portion of 2 the stem shall have rolled or machine cut ACME threads. Stem shall be of sufficient 3 length to completely open the gate. The threads shall be smooth and of uniform lead 4 and cross-section, such that the nut can travel the full length without binding or 5 excessive friction.The stem shall be threaded or drilled for connection to the gate 6 slide. When electric motors are specified,rolled threads of ACME type shall be 7 supplied. Rolled threads shall have a minimum surface roughness of 16 micro- 8 inches. 9 4. Stem guides shall be fabricated from a minimum 316L Stainless Steel,with 10 UHMWPE bushed collars and shall be adjustable in two directions. Stem guide 11 spacing shall be as recommended by the manufacturer,but in no case the stem shall 12 exceed L/R ratio of 200. 13 5. Provision shall be made to prevent stem rotation within the thrust nut at the 14 connection with the gate slide. 15 6. Gate stem shall be supplied with a transparent plastic cover. Plastic stem cover shall 16 have graduated markings and open and close markings to indicate gate position in 17 tenths of an inch. The cover shall be of sufficient diameter and length to permit full 18 travel of threaded stem without obstruction. Cover shall not become brittle or 19 discolored when subjected to local weather conditions for at least five(5)years 20 after installation. 21 2.4 ACCESSORIES [NOT USED] 22 2.5 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. Carefully align gate stems, stem guides and gate lifts so the stem is parallel to the guide 29 bars or angles on the gate frame after installation. Install in accordance with the 30 recommendations of the gate part manufacturer. 31 3.5 REPAIR i RESTORATION [NOT USED] 32 3.6 RE-INSTALLATION [NOT USED] VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 40 05 59.03-4 SLUICE GATE MODIFICATION Page 4 of 6 1 PART 2 - PRODUCTS 2 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 4 A. Manufacturers 5 1. Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 01 60 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 2. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 0125 00. 10 B. Materials shall conform to the requirements of the applicable specifications listed below 11 for the alloy,grade,type, or class of material and the condition and finish appropriate to 12 the structural and operational requirements: 13 1. Structural Steel Shapes,Plates,and Bars: ASTM A572. 14 2. Stainless Steel: ASTM A276,Type 316. 15 3. Stainless Steel Bolts: ASTM F593,Type 316,unless noted otherwise. 16 4. Bronze Bar,Rods, Shapes: ASTM B21 or ASTM B98. 17 5. Bronze Castings: ASTM B584,Alloy UNS No. C83600(leaded red brass)or No. 18 C84400(leaded semi-red brass). 19 2.3 FABRICATED GATE PARTS 20 A. General: 21 1. Gate parts shall be as specified herein and have the characteristics and dimensions 22 shown on the Contract Documents. 23 2. All welding shall be performed by welders with AWS certification and be 24 completed in the manufacturing facility. No welding is allowed in the field during 25 installation. 26 3. Components Materials: 27 a. Fasteners(Stainless Steel,Bronze Lift Nuts) 28 b. Stems(Stainless Steel) 29 c. Couplings(Stainless Steel) 30 d. Stem Guides(Stainless Steel) 31 B. Gate Stem and Lift: 32 1. Stems shall be a minimum 316L Stainless Steel,of suitable length with minimum 33 1.5-inch diameter,and ample strength for the intended service or Manufacturer's 34 recommendation for this application.The operating stem shall be rising.The stem 35 diameter shall be capable of withstanding twice the rated output of the operator at 36 40 pounds crank/hand wheel or motor operated pull and shall be capable of moving 37 the gate slide with the specified seating and unseating head against the gate. 38 2. Where stems are furnished in more than one piece the different sections shall be 39 joined together by solid couplings. Couplings shall be bolted,threaded and keyed, 40 or threaded and bolted and shall be of equal or greater strength than the stem. 41 Couplings shall be of 316 Stainless Steel. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 40 05 59.03-3 SLUICE GATE MODIFICATION Page 3 of 6 1 E. Design Calculations: 2 1. Submit calculations and design data substantiating conformance with the Drawings 3 and Specifications for all new parts including,but not limited to;stem,stem 4 connection, lift nut. 5 F. Submittal Drawings shall be certified as meeting C561. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. The acceptance of all field fabricated items shall be made by the City's representative at 10 the project site. The Contractor shall furnish a fabrication coordinator,acceptable to the 11 City, assigned to the fabrication shop. The coordinator shall be qualified in structural 12 steel fabrication and testing and shall facilitate communications concerning the shop 13 drawing reviews and/or the resolving of any questions or testing required by the City. 14 The coordinator shall also furnish weekly reports,including work progress,material 15 certificates,welder's qualifications,welding reports and tests,and shop assembly 16 methods,measurements and sequence photographic documentation of the shop 17 fabrication. Upon arrival to the project site,the City's representative may require 18 additional inspection and testing of all shop fabricated items. Partial payments for 19 materials-on-hand will not be made until the shop fabricated items have been delivered 20 to the site and the City's representative has approved the items for final erection. Final 21 assembly will be observed and tested at the construction site by the City's 22 Representatives. Upon final assembly,the City may require additional testing of shop 23 welds. Any defects found at any time shall be corrected in accordance with the General 24 Conditions. 25 B. The services of the manufacturer's technical representative shall be provided for pre- 26 startup installation checks,startup assistance,training of O"ER's operating 27 personnel,troubleshooting and other services as required. 28 1.10 DELIVERY,STORAGE,AND HANDLING 29 A. Deliver to project site in such quantity to assure continuity of installation. 30 B. Store at the project site in a manner which prevents physical damage. 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY 33 A. Manufacturer shall warrant that the complete system shall be free from defective 34 material and workmanship for a minimum period of two(2)years from date of City 35 acceptance.The warranty shall be provided in writing starting from the date of 36 acceptance by the City. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 40 05 59.03-2 SLUICE GATE MODIFICATION Page 2 of 6 1 3. ASTM International(ASTM): 2 a. A276/A276M, Standard Specification for Stainless Steel Bars and Shapes 3 b. A572/A572M, Specification for High-Strength Low-Alloy Columbium- 4 Vanadium Structural Steel. 5 c. B2I/B2IM,Standard Specification for Naval Brass Rod,Bar,and Shapes 6 d. B98/B98M,Standard Specification for Copper-Silicon Alloy Rod,Bar and 7 Shapes 8 e. B584, Standard Specification for Copper Alloy Sand Castings for General 9 Applications 10 f. D4020, Standard Specification for Ultra-High-Molecular-Weight Polyethylene 11 Molding and Extrusion Materials 12 g. F593, Standard Specification for Stainless Steel Bolts,Hex Cap Screws, and 13 Studs 14 4. American Welding Society(AWS): 15 a. D1.1/D1.1M, Structural Welding Code—Steel. 16 b. D1.6, Structural Welding Code—Stainless Steel. 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS 19 A. Submittals shall be in accordance with Section 0133 00. 20 B. All submittals shall be approved by the City prior to delivery. 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 22 A. Work Plan and Sequencing: 23 1. The work plan shall detail out the sequence used and the method employed to 24 install the new sluice gate stems, stem guides, and other related appurtenances. 25 Gates can only be worked on when their operation is disabled and gates are"in the 26 dry". See Section 01 12 16"Construction Sequence"for additional information. 27 B. Shop Drawings: 28 1. Prior to beginning of manufacture,prepare and submit,for approval,detailed shop 29 drawings of each repair or replacement component and fabrication. The shop 30 drawings shall indicate the fabrication of parts,type and size of all welds. Welding 31 information shall include welding processes,procedures,and equipment 32 descriptions to be used in each phase of the work for approval prior to 33 commencement of any welding. 34 2. Accompanying the shop drawings, submit for review and approval a proposal 35 outlining in sequential order the principal shop and field(site)operations required 36 to fabricate,assemble, install,test, and inspect each repair or replacement and their 37 associated components and appurtenances. 38 C. Material List: 39 1. Submit a list designating the type,grade and class of materials to be used for each 40 item. Where mill tests are required,the purchase orders shall contain the test site 41 address and the name of the testing agency. 42 D. Schedule: 43 1. Submit a separate detailed schedule for the removal,preparation,installation, 44 testing and inspection of each repair. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO. 100766 40 05 59.03-1 SLUICE GATE MODIFICATION Page 1 of 1 SECTION 40 05 59.03 2 SLUICE GATE MODIFICATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish labor,materials, equipment and incidentals necessary to install new sluice 7 gate parts as shown in the drawings with stems,stem guides,and other related 8 appurtenances necessary to convert existing gates from non-rising stems to rising 9 stems. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Not Applicable. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 14 Contract 15 2. Division I —General Requirements 16 3. Section 01 12 16—Construction Sequence 17 4. Section 40 05 57.23—Electric Motor Actuators 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. This Item shall be by each gate modified complete in place,including but not 22 limited to removal and disposal of existing gate parts,installation of all new 23 gate parts,modification of existing operators to work with the new gate parts 24 (installation of new operators measured and paid by separate Item) 25 2. Payment 26 a. The work performed in accordance with this Item shall be paid for at the unit 27 price bid for each gate modified. 28 b. Gate parts and materials furnished for modification have been pre-determined 29 at a pre-negotiated price from two separate manufacturers. See supplier quotes 30 provided in the Appendix of this Project Manual for details. Contractor shall be 31 responsible for payment to manufacturers in the amount(s)listed. 32 1.3 REFERENCES 33 A. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification,unless a date is specifically cited. The applicable provisions shall 37 apply as if written here in its entirety. 38 2. American Water Works Association(AWWA): 39 a. C561-14,Fabricated Stainless Steel Slide Gates. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 40 05 57.23-4 ELECTRIC MOTOR ACTUATORS Page 4 of 4 1 2.5 SURFACE PREPARATION AND SHOP COATING 2 A. All surfaces,other than stainless steel or fully UV-resistant plastics, shall be shop 3 coated,cleaned and prepared per coating manufacturer's recommendations. 4 1. First Coat: Tnemec 66 highbuild epoxoline or equal,minimum 3.0 mils. 5 2. Second coat: Tnemec 66 highbuild epoxoline or equal,minimum 2.0 mils 6 2.6 ACCESSORIES [NOT USED] 7 2.7 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3- EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. Install new actuators in accordance with the recommendations of the operator 14 manufacturer. 15 B. Modify existing actuators in accordance with the recommendations of the operator 16 manufacturer. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL 20 A. Test in accordance with Section 40 05 59.03 Sluice Gate Modification. 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 CLEAN AND ADJUST 23 A. After installation,clean,lubricate,and otherwise service the operator in accordance 24 with the manufacturer's instructions. 25 3.10 CLOSEOUT ACTIVITIES [NOT USED] 26 3.11 PROTECTION [NOT USED] 27 END OF SECTION VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 40 05 57.23-3 ELECTRIC MOTOR ACTUATORS Page 3 of 4 1 B. Store at the project site in a manner which prevents physical damage. 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY 4 A. Manufacturer shall warrant that the complete system shall be free from defective 5 material and workmanship for a minimum period of two(2)years from date of City 6 acceptance.The warranty shall be provided in writing starting from the date of 7 acceptance by the City. 8 PART2 - PRODUCTS 9 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 10 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 11 A. Manufacturers 12 1. Only the manufacturers as listed on the City's Standard Products List will be 13 considered as shown in Section 0160 00. 14 a. The manufacturer must comply with this Specification and related Sections. 15 2. Any product that is not listed on the Standard Products List is considered a 16 substitution and shall be submitted in accordance with Section 0125 00. 17 2.3 ELECTRIC MOTOR ACTUATORS 18 A. Provide Actuators for modified slide gates as shown on the contract drawings: 19 B. The gate part manufacturers shall coordinate with motor actuator factory certified 20 representatives to ensure that both gate and actuator are compatible and will work 21 together as a single complete and operational unit. 22 C. Gate part manufacturers shall coordinate with motor actuator factory certified 23 representatives so that the actuator,gears,and drives provided by the actuator 24 manufacturer shall be compatible with the gate stem and related appurtenances. Any 25 modifications to the gate or motor actuator shall be the responsibility of the gate and/or 26 motor actuator manufacturer and at no additional cost to the Owner. 27 D. All operators shall conform in all respects to AWWA C542. 28 E. Motors shall be specifically designed for gate operator service. 29 F. Operators shall be compatible with all wiring and controls of the existing operators to 30 facilitate a simple remove and replace installation. 31 G. Provide pedestal with mounting base to match existing bolt layout dimensions and 32 pattern. Paint to match existing pedestals. 33 2.4 MODIFYING EXISTING ELECTRIC MOTOR OPERATORS 34 A. Coordinate with manufacturer of existing motor actuators and manufacturers of new 35 rising stems so that actuator,gears,lift nuts,drive nuts,thrust nuts,drives, drive 36 assemblies,and all related appurtenances shall be compatible and will work together as 37 a complete operational unit. VILLAGE CREEK WATER RECLAMATION FACILITY HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Copyright 2017 JQ Infrastructure CITY PROJECT NO.100766 Fontaine-Aquanox Pre-negotiated Quote THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY ' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 Fontaine Aquanox QUOTATION NO: 12509-4 Water Control Gates Division of ISE METAL Inc. Date: 2017-09-30 20 Windsor Rd www.ISEaquanox.com Sherbrooke,QC info@ISEaguanox.com To: Eric Fields J1C OE5 Ph.:819-769-0157 Att of: Eric Fields PROJECT: Village Creek WRF Headworks Fac.Sluice Gate modif. Fort Worth TX Itm Description Qty Unit Total 01 Tag: ERN#2836303,2836401,2836402,2836402 4 Modification of non-rising stem to rising stem for gate: Fontaine model 20,84 x 84-K-W7 Parts include: Cut thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Stem guides Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. 02 Tag: ERN#2836311,312 2 Modification of non-rising stem to rising stem for gate: Fontaine model 20,60 x 84-K-WT/INV Parts include: Cut thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Bushing guide Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. 03 Tag: ERN#2836101 to 2836106 6 Modification of non-rising stem to rising stem for gate: Fontaine model 20,60 x 96-K-W7 Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator(by others) mounted pedestal and drive nut Stem cover Since the space is restricted,no stop-nut installation is possible. Page 1 de 4 04 Tag: ERN#2836201 to 2836206 6 Modification of non-rising stem to rising stem for gate: Fontaine model 20,60 x 96-K-WT Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator(by others)mounted pedestal and drive nut Stem cover Since the space is restricted,no stop-nut installation is possible. 05 Tag: ERN#2836502,503 2 Modification of non-rising stem to rising stem for gate: Fontaine model 20,88 x 60-K-WT/INV Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Bushing guide Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. 06 Tag: ERN#2836501,504 2 Modification of non-rising stem to rising stem for gate: Fontaine model 20,86 x 60-K-WT/INV Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Bushing guide Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. 07 Tag: ERN#2836702 1 Modification of non-rising stem to rising stem for gate: Fontaine model 20,120 x 120-K-W7 Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. Page 2 de 4 08 Tag: ERN#2836703,704.705 3 Modification of non-rising stem to rising stem for gate: Fontaine model 20,96 x 96-K-WT Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. 09 Tag: ERN#2836706,707 2 Modification of non-rising stem to rising stem for gate: Fontaine model 20,72 x 72-K-W7 Parts include: Cut thread stem and extension Slide plate lift nut c/w key Electric actuator drive nut and output drive Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. 10 Tag: ERN#2836013 1 Modification of non-rising stem to rising stem for gate: Fontaine model 20,108 x 108-K-WT Parts include: Rolled thread stem Slide plate lift nut c/w key Electric actuator drive nut and output drive Stem cover Existing electric actuator to be re-used. Since the space is restricted,no stop-nut installation is possible. Sub-Total: $442,516 Freight Charges: $9,000 Field Service: (1 visits,2 days on site): $4,000 Total Net Price: $455,516 Page 3 de 4 NOTES: 1. Cut thread stem may be used for electric actuator sizing requirements. 2. Field labor not included. SHIPMENT: Isolation#1 : Item 10(013), Item 02(311,312) $1500 Isolation#2 : Item 01(303,401,402,403), Item 03(101 to 106), Item 04(201 to 206), Item 05(502,503), Item 06(501,504) $4500 Isolation#3 :Already sent in previous shipments. Isolation#4: Item 08(703,704,705), Item 09(706,707) $2000 Isolation#5: Item 07(702) $1000 CONDITIONS: Lead Times: Drawings: 3-4 Weeks Shipment: 10-12 Weeks after approval Above lead times are based on average shop loading and are subject to change depending on actual work load at the time of the order. Taxes: All applicable taxes extra Currency: USD Payment Terms: Net 30 days FOB Point: FACTORY Validity: 180 days Field Service: Not included,unless indicated in price above If required:850/day, plus travel and living expenses Daniel Poirier Inside Sales Representative daniel.poirier@iseaquanox.com 819-769-0157 ext 368 Page 4 de 4 Waterman Industries Pre-negotiated Quote THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO.100766 41 rman QUOTATION NO: WQ17- A-29445 DATE: Sep 20, 2017 25500 ROAD 204-P.O.BOX 458-EXETER,CA 93221-0458 PHONE:(559)562-4000-FAX(559)562-2277 PAGE 1 OF 4 To: NEWMAN REGENCY GROUP ATTN: BRANDON MELLGREN Subject to the terms and conditions attached, or as modified in writing,we are pleased to offer this quotation. SLIDE GATE PARTS VILLAGE CREEK WWTP FORT WORTH, TX PLEASE REFER TO ABOVE QUOTATION NUMBER ON ALL CORRESPONDENCE. Waterman Industries,LLC Stephen (Definer Stephen Debner Engineered Products Division Phone: 210-709-1160 Quote Date: Sep 20, 2017 (MR) 410arman QUOTATION NO:WQ 17- A-29445 DATE: Sep 20,2017 Page 2 of 4 Item Description Quantity I Price Total 1 Replacement Parts 2 @ $13,080.00 $26,160.00 Stem(Rising)Stainless Steel Type 316 Thrust Nut Manganese Bronze Complete"A"Drive for Existing AUMA Actuator Stem Cover Clear Plastic Stem Guide Submittal Drawings Sub Total $26,160.00 Freight Freight for an estimated(1) shipment(s). Any partial Freight $1,175.00 shipments at buyers request will be pre pay and add. Freight costs are valid for 5 weeks at which time costs are subject to change. Grand Total $27,335.00 410arman QUOTATION NO: WQ 17- A-29445 DATE: Sep 20, 2017 Page 3 of 4 Item Description Quantity I Price Total This quotation is subject to the Conditions of Sale contained herein,and can be amended only in writing by an authorized agent of Waterman Industries,LLC. Prices offered are f.o.b. Exeter, California this quotation is firm for 40 weeks from the date of this quotation. This quotation was prepared with current material prices. If material prices change substantially, at the time of purchase,Waterman Industries,LLC reserves the right to update this quote. TAXES,if applicable, are NOT included in this quotation. TERMS: Net 30 days after delivery subject to credit approval, or cash in advance SUBMITTALS: Estimated best time for submittals is 4 weeks after receipt of order. Drawings for submittals will be scheduled upon receipt of purchase order and based on current engineering schedules at that time. Waterman Industries,LLC anticipates return of submittals within 6 weeks after submittal. Waterman Industries,LLC will not be held responsible for issues that may arise due to delayed return of submittals. SHIPMENTS can be made in an estimated 8 weeks after receipt of order and approval of any submittal drawings required, subject to unavoidable delays as noted on Conditions of Sale. rrnan ............. GENERAL NOTES: 1. Quotation reflects no addenda. Should additional addenda be issued,please check for possible variations. 2. Spare parts are not required. 3. A suitable alternate paint system will be used where Governmental restrictions prohibit application of specified system. 4. Cost of any inspection or material certifications performed by non-Waterman personnel, if required are not included and are to be paid by purchaser or by issuance of a separate purchase order. 5. The electric actuator includes only those electrical controls mounted integrally within the unit or mounted to the pedestal. 6. If an electric motor operator lift manufacturer's representative is required at the jobsite for installation, startup, etc., charges will be made at the manufacturer's standard published rate. FIELD SERVICE RATES Title Per 11our Per Person (Normal Work Day) Engineer $200.0t, $3 Factory Specialist $150.00 $2 *Note:Minimum charge of 4 hours @ 100 mile radius,8 hour minimum chart over 100 mile radius from Exeter California. 1. Hours are"portal to portal"thus include travel time. (Excludes off job site meal and rest periods.) 2. Expenses are billable at cost. 3. Travel expenses include:transportation,communications,food,lodging,and reasonable incident expenses. 4. Parts are billable at prevailing list price,except warranty items. 5. Equipment rentals and other locally procured goods and services are billed at cost. WATERMAN INDUSTRIES,LLC TERMS AND CONDITIONS OF SALE As listed on Waterman website at http://watennanusa.com/terms-and-conditions/ Terms of Sale reviewed and accepted by: Date: (Signature of Buyer's Representative) Name:(please type or print) Title: Quote Number:WQ17-A-29445 Quoted: Sep 20,2017 Rotork Pre-negotiated Quote THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766 Rotork Controls Inc. 10410 Vista Park Rd, Dallas,TX 75238 US rotor* Phone: +1214 343 9980 Fax: +1214 343 2658 www.rotork.com Date: 21/09/2017 E12 517 N. Kealy Lewisville, TX 75057 Your reference:Village Creek Headworks NO. 100766 Our reference:CUS044397-00-2 Site reference: Quotation expiry: 17/03/2018 Please quote our reference on all correspondence and purchase orders. For the attention of: We are pleased to submit our quotation.Comments with regard to any specification(s)received have been included where necessary. QUOTATION VALIDITY PERIOD This quotation is valid for acceptance for 180 days. CURRENCY All prices are quoted in US Dollars. PRICES The prices detailed in our quotation are NET. PAYMENT TERMS Payable within 30 days of invoice date. Subject to credit status at time of order and shipment. ESTIMATED DISPATCH 12-14 working weeks. The above is based on receipt of order with full specifications required for production of equipment offered. Should this delivery not be suitable for your requirements,please contact the undersigned who will be pleased to assist where possible. DELIVERY TERMS Ex-works Rotork Controls Dallas,TX.Packing and freight are not included. WARRANTY The actuators offered remain under standard warranty for a period of 12 months from commissioning or 18 months from ex-works dispatch,whichever is soonest. However, if during this period a Rotork Service CUSO44397-00-2 18/09/2017 Village Creek Headworks NO. 100766 rotorKI11" Engineer performs commissioning,extended warranty will be included for a further 12 months from the commissioning date. TERMS AND CONDITIONS This quotation is conditional on the terms of the relevant Rotork Conditions of Sale applying,copies of which are available on Rotork's website(www.rotork.com/en/about-us/index/termsandconditions)or on request. By placing an order on us,you confirm you have read, understand and agree to these Conditions of Sale applying to the supply of goods and/or services by us. Technical Clauses The IQ Range of 3-phase electric actuators is described in publication PUB-002-038 which is available at http://www.rotork.com/en/master-record/8923 and includes: • Double-sealed watertight enclosure to BS EN IEC60529, IP68/IP66 and NEMA type 4&6. •Three phase low inertia squirrel cage motor„class F insulation,incorporating thermostat protection. •Syncrophase,auto phase rotation correction and lost phase protection. • Integral electrically and mechanically interlocked reversing contactors,suitable for up to 60 starts/hour • Drive incorporating lost motion'hammer-blow',for releasing sticking valves. • Integral illuminated,digital valve position indicator showing 0.1%increments in valve position with closed and open valve limit symbols,torque or other status data. •Three LED's for local indication;red-open,yellow-intermediate,green-closed (can be reversed),blinker configurable. • Red,padlockable Local Control/Stop/Remote Control selector, Black,Open/Close selector. • Padlockable manual override clutch lever,clockwise to close handwheel,non-rotating during electric operation • Non-intrusive limit setting,commissioning and control configuration using the supplied Infra-red/Bluetooth Setting Tool. •Adjustable electronic torque switches 40%to 100%of rated. • Logging and display of operational events and trends including motor starts and valve torque profiles. •Asset Management Log and display options including valve/actuator/gearbox data and configurable service alarms • Externally and internally sealed terminal enclosure with three threaded cable entries. • Polyester powder coating applied by electrostatic means to 100 micron nominal thickness. • POSITION SENSOR:Absolute encoder provides continuous high resolution position measurement which is fully maintained during manual operation and without a power supply or battery support. • BATTERY SUPPORT-POWER OFF CONDITIONS:The battery is not required for position sensing it does however support the LCD display,operation of indication relays,commissioning and data logging functions in the absence of mains power IQ3 SPECIFICATION-DESCRIPTION IQ(3rd Generation)MULTI-TURN,THREE PHASE ELECTRIC ACTUATOR This description provides the basic specification,please refer to the Schedule of Equipment for actuator size, mounting flange,area classification,power supply,wiring diagram and performance data. Remote control and indication functions are described under the Wiring Diagram.Additional options may also be found in the Extras Included section. Further technical details are provided in the IQ/IQT(3rd Generation)product range brochure PUB002-038 which is available at http://www.rotork.com/en/master-record/8923 Page 2 of 5 CUS044397-00-2 18/09/2017 Village Creek Headworks N0. 100766 rotor*,N • ENCLOSURE:Watertight to IEC/BS EN 60529, IP66/IP68-20 metres/10 days.Terminal compartment sealed internally and externally'Double-Sealed'. •TEMPERATURE: -30°C to 70"C(-22°F to 158"F)subject to hazardous area certification where applicable(Watertight, FM, CSA EP) -20°C to 70°C(-4°F to 158°F)subject to hazardous area certification where applicable(ATEX, IECEx) • MOTOR:Three phase low inertia squirrel cage motor,class F insulation,incorporating thermostat protection. •SERVICE/DUTY RATING:Class A(On/Off),Class B(Inching), nominal 60 Starts at a rate not exceeding 600 starts per hour. 15 minutes rated based on a nominal torque of 33%of rated. •STARTER:Integral electrically and mechanically interlocked reversing contactors. • HAMMER BLOW:Drive incorporates lost motion'hammer-blow',for releasing sticking valves. •SYNCROPHASE:Auto Phase rotation correction and lost phase protection on three phase supplies. • LOCAL CONTROLS:Black,Open/Close selector and Red,padlockable Local/Stop/Remote selector(stop remains available for site operational protection). • LOCAL INDICATION: Integral illuminated,digital valve position indicator showing 0.1%increments in position with closed and open limit symbols,torque,alarms and other status data.3 LED's;red-open,yellow- intermediate,green-closed(can reverse), blinker and alarms configurable. • BATTERY SUPPORT-POWER OFF CONDITIONS:The battery is not required for position sensing it does however support the LCD display,operation of indication relays,commissioning and data logging functions in the absence of mains power. • POSITION SENSOR:Absolute encoder with 8000 turn,0.1%resolution with built in redundancy, provides continuous high resolution position measurement which is fully maintained during manual operation and without a power supply or battery support. • ORIENTATION:Actuator can be mounted in any orientation,control cover including local controls and indication can be rotated in 90°increments to suit. • MANUAL OVERRIDE: Padlockable clutch lever,Handwheel clockwise to close,automatically disengages when motor starts and non-rotating during electric operation. • LUBRICATION:Gearcase oil filled for life—Castrol Aero HF585B(80%)+Texaco ATX/Dexron2(20%). •TORQUE SWITCHES:Adjustable electronic torque switches 40%to 100%of rated with start of travel bypass option. •COMMISSIONING:Travel limit setting,configuration of relays,alarms and other actuator settings carried out non-intrusively via an Infra-red/Bluetooth Setting Tool(one supplied with every order).Settings can be password protected. • DATA LOGGING/ASSET MANAGEMENT: Date/time stamped logging and display of operational events and trends, motor starts and valve torque profiles.Valve/actuator/gearbox data can be stored and service alarms configured.Data can also be downloaded via IrDA or Bluetooth to the supplied setting tool for upload to a PC and analysis using free InSight2 software. •CABLE ENTRIES:2x M25+1x M40(alternatively 2x 1"+1x 1.5"NPT or 2x PG16+1x PG29),4 entry options also available.Cable glands not included in our scope of supply. •TERMINALS: M5 power and M4 control terminals,screws and washers supplied. Designed for ring tag crimped field wiring conductors up to 16.Omm2 for power and 4.Omm2 for controls. • PAINT FINISH: Polyester powder coating applied by electrostatic means to 100 micron nominal thickness. Top coat colour 00-A-05(silver grey). WIRING DIAGRAM Wiring diagram 100B0000 is described in IQ/IQT Control and Monitoring publication(PUB002-041)and includes: •CONTROL SUPPLY:20—60VDC/40—120VAC or actuator derived 24VDC •CONTROL INPUTS:6 inputs for open,close,stop/maintain,ESD and interlock signals Page 3 of 5 CUSO44397-00-2 18/09/2017 Village Creek Headworks NO. 100766 �� r r* • INDICATION CONTACTS:4 volt-free(SPST)latching contacts(S1-S4),rated at 120VAC/30VDC,5mA to 5A, each configurable NO or NC to signal one of the following;open/closed or intermediate positions,moving (continuous or pulsing), Handwheel operation,local selected, remote selected,open/close interlock active, ESD active, motor tripped on torque in mid travel/going open/going closed,valve jammed,loss of power/phase or control supply,battery low,internal failure detected,thermostat tripped,programmable service alarms. • MONITOR AND AVAILABILITY RELAY: Independent relay with volt-free changeover contact,rated at 120VAC/30VDC,5mA to 5A.De-energises in case of;loss of power/phase or control supply,local control or local stop selected(can be excluded),motor thermostat tripped or detected internal failure We trust we have interpreted your requirements correctly and look forward to being of further service to you in the future. If you have any questions,please call me at 469-385-9408. Best Regards, Nolan Booth Inside Sales Engineer Rotork Dallas Email:nolan.booth@rotork.com Please send PO to dallas.orders@rotork.com Page 4 of 5 CUS044397-00-2 18/09/2017 Village Creek Headworks NO.100766 rotor� Schedule of Enuiament–Electric Actuators: Electric Actuators: Valve tag number Description Wiring Qty Unit price "---t diagram 1 C140 FA25 A[IP68]43RPIN1 460/3/60 10080000 12.00 6,154.00 73,848.00 Electric Actuators: Total USD73,848.00 Electric Actuators extras included: Valve tag number Description 1 Adaption 1 Pedestal Service Items: Materials Qty Unit Unit price Amount Installation Supervision and Comissloning-[12 Days] 1.00 Each 13,210.00 I 13,210.00 Service Items: Total USD 13,210.00 ] USD 87,058.00-11 Page 5 of 5 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HEADWORKS FACILITY SLUICE GATE MODIFICATIONS Revised July 1,2011 CITY PROJECT NO. 100766