The URL can be used to link to this page

Home My WebLink AboutContract 35502, 9,!7Y ('~"'1_!:T. RY Clt::.c::::r-.n "\J CITY SECRfTARY vOt , • Ir ,CI NO. a ~,f....J.) -~Q-,,:;-D.O .E. FILE !.. CONTRACTOR'S BONDING CO. CONSTRUCTION'S ca SPECIFICATIONS AND Cg lt: l ~ JNT DOCUMENTS FOR Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation And Improvements, Part 1 Sewer Project Number P258-707170043783 D0E#4096 City Project No. 00437 In the City of Fort Worth, Texas JUNE 2006 MIKE MONCRIEF Mayor CHARLES R. BOSWELL City Manager 5. FRANK CRUMB, P.E. Director Water Department ROBERT D. GOODE, P.E. A. DOUGLAS RADEMAKER, P. E. Director Transportation and Public Works Director Department of Engineering rou Excellence through Ownership 4100 International Plaza Overton Centre Tower 11, Suite 460 Fort Worth , Texas 76 109 RJN Project No. 18-1763-01 (]/--,: []ORIGINAL Ci t y of Fort Worth E:mpl o yee Intran e t w~.cfw~et.org Home I Council Agend• I M&C I Employee Directory I ACToday I Employee Classifleds I PRS I IT Online I Departments I Site Map Print M&C COUNCIL ACTION : Approved on 6/19/2007 -Ord. #17628-06-2007 DATE: CODE: 6/19/2007 C REFERENCE NO.: C-22212 LOG NAME: PUBLIC TYPE: NON-CONSENT HEARING: 30CLEARFORK-CON NO SUBJECT: Authorize Execution of Contract with Conatser Construction Texas, LP , for Clearfork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements, Part 1 (City Project No. 00437) and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council : 1. Authorize the transfer of $2 ,484,844.00 from the Water and Sewer Operating Fund to the Sewer Capital Projects Fund ; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Projects Fund in the amount of $2,484 ,844 .00 ; and 3 . Authorize the City Manager to execute a contract with Conatser Construction Texas , LP , in the amount of $2,273,569.00 for Clearfork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements , Part 1. DISCUSSION: On April 16, 2002, (M&C C-19052) the City Council authorized the City Manager to execute an engineering agreement with RJN Group , Inc., for Main 189 Drainage Area Sanitary Sewer Evaluation Study and Improvements . The agreement provided for the evaluation of the sanitary sewer collection system within the Main 189 Drainage Area and the preparation of plans and specifications for the selected water and sewer mains to be replaced. This project Part I, was advertised for bid on June 15 and 22 , 2006. On July 13 , 2006, the following bids were received : Bidder Conaster Construction , Texas , LP Hall Albert Construction , LP Jackson Construction, Ltd . William J. Schultz, Inc. dba (C) Construction Company Amount $2 ,273 ,569.00 $2,345,319.30 $3,325,933.00 $3,426 ,051 .00 Time of Completion 150 Calendar Days In addition to the contract cost, $143,068 is included for survey , inspection and other construction related tasks . In addition , $68 ,207 is provided for project contingencies . M/WBE -Conatser Construction Texas , LP , is in compliance with the City's M/WBE Ordinance by committing to 5 percent M/WBE participation and documenting good faith effort. The City's goal on this project is 21 percent. This project is located in COUNCIL DISTRICT 3 and 7, Mapsco 74M, 75H and 76A. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget , as appropriated, of the Sewer Capital Projects Fund . TO Fund/Account/Centers FROM Fund/Account/Centers 1&2) P258 472045 703170043700 $2,484 ,844 .00 3)P258 541200 703170043783 $2 ,273 ,569 .00 1)PE45 538070 0709020 $2,4 84 ,844 .00 2)P258 531350 703170043752 $35 ,000.00 2)P258 531350 703170043760 $2,274.00 2.)P258 531350 703170043780 $3 ,410 .00 2)P258 531350 703170043782 $2,274.00 Z)P258 541200 703170043783 $2,341 ,776.00 2)P258 531350 703170043784 2)P258 531350 703170043785 2)P258 531350 703170043791 P258 533010 703170043781 Submitted for City Manager's Office by_;_ Originating Department Head: Additional Information Contact: $22,736.00 $75,000 .00 $2,274.00 $100 .00 Marc A. Ott (8476) A. Douglas Rademaker (6157) A. Douglas Rademaker (6157) ATTACHMENTS 30C learF ork-Con. doc • 06 /29/2006 03 : 32 817546111 8 RJN GROUP CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 To the Plans , Specifications & Gen.er.al Conti:act Documents Clear Fork Drain.age Basin Sanitary Sewer System Rehabilitation. And Improvements , Part 1 -Sewer Pr.ojectNumber P258 ·707170043783 , DOE # 4096 , City Project No. 00437 Original Bid Date: Thnrsday, .July 6th, 2006; 1:30PM Revised Bid Date: Thursday, July 13, 2006; 1:30PM Addendum No . 1: Issued June 29, 2006 PAGE 02/0 3 This Addendum, forms part of the Plans, Contract Documents & Specifications for the above refer.er.iced Project and modifies the original Specifications and Contract Documents . Bidder sha11 ackn()wledge receipt of this addendum in the space provided below, in the proposal (Prop()sal Signature Page) and aclrnowledge receipt on the outer envelope of your bid . Failure to acknowledge receipt of this addendum could subject the bidder to disqualification . The plans and specification documents for Clear Fork Drainage Basin Srutitary Sewer System Rehabilitation and Im.provements, PArt 1, Sewer Project Number P258-707170043783, DOE # 4096, City Project No. 00437 are hereby revised by Addendum No. 1 as follows: SPECTFICATIONS & CONJllACT DOCUMENTS: 1. NOTICE TO BIDDERS ~ Pages NTB 1 and Comprehensive NTB (1), Revised paragraph one, sentence one, to r.ead; Addressed to Mr. Charles R. Boswell, City Manager. of the City of Fort Worth, Texas , will be received at the Purchasing Office until 1:30 P.M., Thursday._,:Tuly 13. 2006 and tbcn publicly opened and r.cad aloud at 2 :00 P.M. in the Council Chambers . All other. provisions of the contract documents, plans and specifications sha11 remain unchanged. A sigfied copy of the Addendum should be included in the sealed bid envelope at the time of hid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered ''NONRESPONSIVE," resulting in disqualification . RECElPT ACKNOWLEDGEMENT : CITY OF FORT WORTH: Addendum No. 1., Page 1 - "'05 /2,;,-/2005 03: 32 817545111 8 RJN GROUP NOTICE TO BIDDERS Sealed proposals for the following: FOR: DOE NO.: Cl.EAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABJUTATION AND TM.PROVEMENTS , PART 1 SEWER PROJECT NO . P258-707170043783 City Project No . 00437 4096 PAGE 0 3/0 3 Addressed to Mr. Charles R. Boswell , City Manager of the City of Port Worth , Texas, will be recei ved at the Purchasing Office until 1:30 p.m., Thundax, .JuJx 13th, 2006 , an.d then publicly opened and read aloud at 2 :00 P.M. in the Council Chambers . Contract Documents , including Plans and Specifications, may be obtained i11 the office of tbe Department of Engineering, Municipal Office Building, 1.000 Throckmorton Street. Fort Worth , Texas 76102 , for a non -refundable fee of fifty dollars ($50 .00) per set on Tuesday, June 20, 2006. The major work on the above referenced project consists of the following: 6143 LF 8" Sanitary sewer by open cut 781 LF 8" Sanltllcy sewer by other than open cnt 3614 LF 8" Sanitary sewer by pipe enlargement methods 791 LF 10" Sanitary sewer by open cut 4389 LF 4" Service line relocation 54 EA. 48" Diameter manholes All other appurtenant work described in the plans and specifications. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Bidders most complete the proposal sections and submit the complete specifications book or face rejection of bid as non-responsive. For additional infonnation concerning this project, please con.tact Mr . Chris M. McCoy, RJN Group, Inc ., at (817) 546-1113 ext. 19 or Mr.. Liam Conlon ., Project Manager, City of Fort Worth at (817 ) 392-6824. Advertising Dates: June 15 . 209.~-- . June 22 , 2006 FORT WORTH , TEXAS 6/29/2006 NTB (1) • CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 To the Plans , Specifications & General Contract Documents Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation And Improvements , Part 1 -Sewer Project Number P 258-707 170043 78 3, DOE # 4096, City Proj ect No. 0043 7 Original Bid Date: Thursday, July 61 \ 2006; 1:30PM Revised Bid D.ate: Thursday, July 13 , 2006; 1:30PM Addendum No. 2: Issued July 7 , 2006 This Addendum, forms part of the Plans, Co ntract Documents & Specifications for the abo ve referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid . Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements, Part 1, Sewer Project N umb er P 258-707170043783 , DOE # 4096 , City Project No. 0043 7 are hereby revised by Addendum No . 2 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. BID PROPOSAL A . The fo ll owing items in the Bid Proposal have been revised. • Replace pages 1 of 15 with pages lR of 15R. (Included in the overnight package) 2. Part D .-Special Conditions Include Lab No 's 70332 , 70333 , 70334 , 70335 , 703 3 6, 7033 7, 70338 , 70339 , 70340 , 70341 , 7 0342 , and 70343 of the CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS . (Included in the overnight package) 3 . Part DA -Additional Special Conditions Include section DA-46 -Recommended Sequence of Construction. (Included in the overnight package) 4. Appendix B -Permits and Easements Bidders are hereby informed of the following: , • The selected contractor shall also name R.E. Cox Realty Co. as additional insured on the certificate of liability insurance to be submitted to the city . • The selected contractor shall comply with the terms and conditions stated in the addenda attached to the unexecuted easement and the unexecuted right-of-entry, which are attached to this addendum as Addendum No 1 and Addendum No 2 respectively . (Each is included in the overnight package) Addendum No . 2 , Page 1 .. 5. CONTRACT DOCUMENTS A. The following sheets in the Contract Docwnents have been revised. • Sheet No . 4; Asphalt pavement repair in Ridglea Avenue is re vised to Figure 2000 -lB . • Sheet No . 6; Asphalt pavement repair in Benbrook Boulevard is revised to Figure 2000-lB . • Sheet No . 13 ; Asphalt pavement repair in Lafayette Street is revised to Figure 2000 -l A . • Sheet No . 14; Asphalt pavement repair in Clover Lain is revised to Figure 2000-lB. • Sheet No . 15 ; Asphalt pavement repair in Clover Lain is revised to Figure 2000-lB. • Sheet No. 17 ; Asphalt pavement repair in Belle Place is revised to Figure 2000-lB. • Sheet No . 20 ; Asphalt pavement repair in Diaz Avenue is revised to Figure 2000-lA. • Sheet No . 20 ; Asphalt pavement repair in Bourine Street is revised to Concrete Pavement Repair and Backfill to be per Figure 2000-2. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendwn co uld cause the subject bidder to be considered "NONRESPONSIVE ," resulting in disqualification. RECEIPT ACKNOWLEDGEMENT: By/-"7?C--r---"""'--16-<'::__----- ompany: Co:mM~Shu vt-,onT,X 'LP Address : PO fl.>o~ l "54 <-18: city: tJ;.U)o f"t.¥1 State : TI 7 LP I\ 1 ISSUED BY: A. Douglas Rademaker, P.E., Director By: Tony Sholola, P .E., Engineering Manager, Department of Engineering Addendum No . 2, Page 2 Contractor Street Address Fort Wo,t:h.TX 7lPII~ City & State • Al::Z-S3li -I J~3 Telephone Contact Person CONTRACT DOCUMENTS CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 1 SEWER PROJECT NO. P258-707170043783 D.O.E. No. 4096 City Project No. 00437 CITY OF FORT WORTH TARRANT COUNTY, TEXAS RJN GROUP, INC. CONSULTING ENGINEERS FORT WORTH, TEXAS JUNE 2006 Date: CONTRACT DOCUMENTS CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 1 SEWER PROJECT NO. P258-707170043783 D.O.E. No. 4096 City Project No. 00437 CITY OF FORT WORTH TARRANT COUNTY, TEXAS JUNE 2006 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. DAVID L. COOPER, P.E. ----------------Registration No._8_2_4_1_4 ___ _ 1. 2. 3. 4 . 5 . 6. 7. 8. 9. 10. 11. 12 . 13. 14. 15. 16. CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND1MPROVEMENTS,PART1 D.0.E. NO. 4096 CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS TABLE OF CONTENTS Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders Fort Worth M/WBE Policy Bid Proposal -Blue- -(Pink)- Part C -General Conditions (WTR) -Canary Yellow- Part C1 -Supplementary Conditions to Part C -Canary Yellow- Part D -Special Conditions (WTR) -Green- Part DA -Additional Special Conditions -Green- Contractors Compliance with Worker's Compensation Law Certificate of Insurance Performance Bond Payment Bond Maintenance Bond Contract (WTR) Standard Details Appendix A -Special Parks Department Requirements (NOT USED) Appendix B -Permits and Easements Note: WTR = Fort Worth Water Department 'I -1- NOTICE TO BIDDERS NOTICE TO BIDDERS Sealed proposals for the following: FOR: CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND I:MPROVEMENTS, PART 1 SEWER PROJECT NO. P258-707170043783 City Project No . 0043 7 DOE NO .: 4096 ~,, ~~Addressed to Mr. Charles R . Boswell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., Thursday, July ~2006, and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers . / 3 Contract Documents, including Plans and Specifications , may be obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102, for a non-refundable fee of fifty dollars ($50.00) per set on Tuesday, June 20, 2006. The major work on the above referenced project consists of the following: 6143 LF 8" Sanitary sewer by open cut 781 LF 8" Sanitary sewer by other than open cut 3614 LF 8" Sanitary sew.er by pipe enlargement methods 791 LF 10" Sanitary sewer by open cut 4389 LF 4" Service line relocation 54 EA. 48" Diameter manholes All other appurtenant work described in the plans and specifications. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of bid as non-responsive. For additional information concerning this project, please contact Mr. Chris M. McCoy, RJN Group, Inc., at (817) 546-1113 ext. 19 or Mr. Liam Conlon., Project Manager, City of Fort Worth at (817) 392-6824. Advertising Dates: June 15, 2006 June 22, 2006 FORT WORTH, TEXAS 6/14/2006 NTB ( 1) -2- COMPREHENSIVE NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following : FOR: CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS , PART 1 SEWER PROJECT NO. P258-707170043783 City Project No. 00437 DOE NO.: 4096 t~\-f ~ddressed to Mr. Charles R. Boswell, City Manager of the City ofFort Worth, Texas, will be received at ~ the Purchasing Office until 1 :30 p.m., Thursday, July~, 2006, and then publicly opened and read aloud at 2:00 P.M. 13 Contract Documents, including Plans and Specifications, may be obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102, for a non-refundable fee of thirty dollars ($30.00) per set on Tuesday, June 20, 2006 .. These documents contain additional information for prospective bidders . All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid Security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on the above referenced project consists of the following : 6143 LF 8" Sanitary sewer by open cut 781 LF 8" Sanitary sewer by other than open cut 3614 LF 8" Sanitary sewer by pipe enlargement methods 791 LF 10" Sanitary sewer by open cut 4389 LF 4" Service line relocation 54 EA 48" Diameter manholes Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications . This project is a combined contract as defined in Ordinance No. 13721. The offeror shall list all first and second tier subcontracting and /or supplier opportunities. All other provisions of Attachment 1 of Ordinance 134 71 as amended by Ordinance 13 781 apply to this contact. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities . Bidders shall not separate, detach , or remove any portion, segment, or sheets from the contract documents at any time . Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive. AW ARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM, and/or the GOOD 6/15/2006 COMPREHENSIVE NTB (1) FAITH EFFORT FORM (Documentation) as appropriate, is received by the City. The award of contract(s), if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the investigations are made as to the responsibility of the bidder(s) to whom it is proposed to award the contract(s). SUBMISSION OF BIDS: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 392-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive . In accordance with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The Bidder shall submit the MBE/WBE SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WANER FORM, GOOD FAITH EFFORT FORM and/or the JOINT VENTURE FORM as appropriate . The Documentation must be received by the managing department no later than 5:00 P .M., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non-responsive. Bidders are hereby advised that the City of Fort Worth has not acquired all necessary easements for the construction of the project shown in the Plans. Bidders are hereby notified that the city anticipates obtaining the necessary permits by the start of construction. In the event that the necessary easements and/or right-of-entry are not obtained, the City reserves the right to cancel the award of the contract at any time before the Contractor begins any construction work on the project(s). In addition Bidders shall hold their unit prices until the City has completed the acquisition of all easements. The Contractor shall be prepared to commence construction without all executed permits and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Mr. Chris M. McCoy, RJN Group, Inc., at (817) 546-1113 ext. 19 or Mr. Liam Conlon., Project Manager, City of Fort Worth at (817) 392-6824. CHARLES R. BOSWELL CITY MANAGER Advertising Dates: June 15, 2006 June 22, 2006 FORT WORTH, TEXAS 6/15/2006 MARTY HENDRIX CITY SECRETARY A. DOUGLAS RADEMAKER, P.E. DIRECTOR DEPARTMENT OF ENGINEERING By Jo"Jj 5 L / b /<i Tony Sholola, P.E., Engineering Manager, Department of Engineering COMPREHENSIVE NTB (2) -3- SPECIAL INSTRUCTIONS TO BIDDERS WATER DEPARTMENT SPECIAL INSTRUCTIONS TO BIDDERS 1) PREOUALIFICATION REQUIREMENTS:· All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids . This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation : a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar day s prior to the date, of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one (l)·year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous · statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for whic h bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess o f the bid limit shall be considered non-responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospecti:ve bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2 . BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to _execute the Contract Documents within ten (10) days after the contract has been awarded To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such r einsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proofrequired herein. 3 . BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 4. WAGE RATES: Section C3-3 .13 of the General C onditions is deleted and replaced with the following : 06 /04 /03 (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, 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, Texas Government Code . Such prevailing wage rates are included in these contract documents. (b) The contractor 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. These records shall be open at all reasonable hours for inspection by the City. The provisions ofD-3 Right to Audit pertain to this inspection. ( c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. ( d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times . 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or tq reject the Proposal. 6 . BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7 . NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nomesident bidder unless the nomesident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nomesident bidder to obtain a comparable contract in the state in which the nomesident's principal place ofb1.!5iness in located. "Nomesident bidder" means a bidder whose principal place ofbusiness is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nomesident bidders in order for the bid to meet specifications. The failure of a nomesident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty- five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall; in connection with the employment, advancement or discharge of employees or in connection with the terms, ·conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or 06 /04/03 advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10 . DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with AD A's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 12 . FINAL PAYMENT, ACCEPTANCE AND WARRANTY: a. The contractor will receiv e full payment (less retainage) from the city for each pay period. b . Payment of the retainage will be included with the final payment after acceptance of the project as being complete . c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement. signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. 06 /04/03 e . . . Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable . f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g . In the event of a dispute regarding either final quantities or liquidated damages , the parties shall attempt to resolve the differences within 30 calendar days. 06/04/03 -4- FORT WORTH M/WBE POLICY CLEAR FORK DRAINAGE BASIN SS IMP ROVEMENTS -PART I D .O .E. NO . 4 096 O? FORT WORTH 'ls, -.._,_ __ # _,-, City of Fort Worth 0 6 p 01 . Minority and Women Business Enterprise Specifications · "? R . c~ SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's M/WBE go al on this project is 21 % of the to tal bi d (B ase bid applies t o Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS · On City contracts of $25 ,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following : 1. Meet or exceed the above stated M/WBE goal , or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITIAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated , in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid . met or exceeded : opening date , exclusive of the bid opening date . 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form , if participation is less than opening date , exclusive of the bid opening date . stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m ., five (5) City business days after the bid Utilization Form , if no M/WBE participation : opening date , exclusive of the bid . opening date . 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work : opening date , exclusive of the bid opening date . 5. Joint Venture Form , if utilize a joint venture received by 5:00 p.m ., five (5) City business days after the bid to met ot exceed goal. opening date, exclusive of the bid opening date. Any questions , please co ntact t he M/WBE Office at (8 17) 392-6104 . Rev . 11/11/05 CLE AR FO RK DRA IN AG E BAS IN -PAR T 1 D.O.E. NO . 4096 ATTACHMENT 1A Page 1 of 4 City of Fort Worth Subcontractors/Suppliers Utilization Form ~E COMPANY NAME : Check applicable block to describe prime ()C<-l-se , Lo YI S+,uU,oVl ,x, LP 1 M/W/DBE I vr NO N-M/W/DBE PROJECT NAME : Clear For JI.. 7)yo.ir .o~ Bt:,(SJYJ '3aY1/fo<y SelAJer ieh.,,b ,·I, ·J4+1o,,\ BID DATE a n cl ::tmµYOtJ ~m~rns. y -L I l / 13/ D Cs:, City's M/WBE Project Goal : Prime's M/WBE Project Utilization: PROJECT NUMBER 21% "% f>:)_5g-707 / 70o'/37g3 Identify all subcontractors/suppliers you will use on this project M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geograph ic area of Tarrant, Parker, Johnson, Collin , Dallas , Denton , Ellis , Kaufman and Rockwall counties. ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms , located or doi ng business at the time of bid opening within the Marketp lace , that have been determined to be bonafide minority or women businesses by the North Central Texas Reg ional Certification Agency (NCTRCA), or th~ ·Texas Department of Transportation (TX DOT), highway division . Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). • Rev . 5/3 0/03 I , CL EAR FORK DRAINAGE BASIN -PART 1 D.O .E. NO. 4096 0 7 -1 3 -0 6 PO 1 : 4 7 RC VD AITACHMENT 1A Page 2 of 4 Primes are,required to identify ALL subcontractors/s uppliers , rega rdless of status; i.e., Minority, Women a nd non-M/WB Es. Please list M/WBE fi rms fi rst, us e additional sheets if necessary. Cert ific ati on sN· ,~t (check one) . SUBCONTRACTOR/SUPPLIER •n T ,_ Detail Detail Company Name i N T '. C xti Subcontract ing Work Supplies Purchased Dolla r Amoun i Address e M w T D Telephone/Fax r B B R 0 . E E C T etJ A w .. ~,.;,~· T Yu e,1,,-f ~ ~ ROBERT GRANADOS TRUCKJNG Huv.. I at~ $ {.p/ 1 3 OD· o> 4608 Sandage I ~ Su(p/uS Fort Worth, Texas 76115 (81 7) 87 5-2400 , - Co ncx~ +-~ $LJ4 /00 ·0 0 COWTOWN RED I-MIX ,led i m i x .I PO Box 162327 Fort Worth , Texas 76161 I / v V (817)759-1919 f(8 17) 759-1716 - i-J.1d rvrnv\\Ch 4 /o,1 0 0-00 CENTEX SEE DING, Inc . S.Qed1~ PO Box 2077 I / B ! oc)'.: .. Soc\ol i_:j Keller, Texas 761 16 (817) 306-8510 fax (817) 306-890 I -rv :f t1Sf>P c,\-1 M ef; 7 2:,00-00 cl-Lin~ . , Magnum Manho le Co mpan y 3 14 S. Kirb y Stree t I / Garland , Texas v(214) 687-22 93 fax (972 ) 231-3934 l=>i P~) Fi ~i~S 1, ;};J..i; D'JD OD NAT IO NA L WATE RW ORKS .._\Jo-.\ ,HS PO Box 840700 I / Da llas, Texas 75284 i/' (800) 252-1557 . -A5pY"C\ I-\- REYNOL DS ASPHALT & $ 'f, /{)()· OD C ONST RUCTl O N COM PANY I ,/ PO Box 370 Euless , Texas 76039 (817) 267-313 1 Rev. 5/30/03 ·,. :~l .-(:~:,: •• A,: •• ; -.c•· :;,·. ·.,, . CLEAR FORK DRAINAGE BASIN -PART 1 0 .0 .E. NO . 4096 ATIACHMENT1A Page 3 of 4 Primes are. required to identify ALL subcontractors/suppliers, regardless of status; i .e., Minority , Women and non-M/WBEs. Please list M/WBE firms first , use additional sheets if necessary.· Certification ~' . (check one) ,. SUBCONTRACTOR/SUPPLIER '.'c>lt T -,:;,-r. Company Name i N T ")'ftt Detail Detail C X 4 '.• Subcontracting Work Supplies Purchased Dollar Amount Address M w ,.M e T D t\l Telephone/Fax r B B R 0 1r8, E E C T •• A , "'' - . ' . ··. Rev. 5/30/03 foRr WoRo1/H '~····· ?:'.:'· .. . ,,,,.. CL EAR FORK DRAIN AGE BASI N -PART 1 D .O.E. NO. 4096 07 -13 -06P01 :47 RCVD ATTACHM E NT 1A Pa ge 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ J}'b r;o.oD Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ TOT AL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ By affixing a signature to this form, the Offerer further agrees to provide, directly to the City upon request , · complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. Ttie Offerer also agrees to allow an audit and/or examination of any books , records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers , employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City . Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal , State or Local laws concerning false statements . Any failure to comply with th is ordinance and create a material breach of contract may result in a determination of an irresponsible Offerer and barred from participating in City work for a · period of time not less than one ( 1) year. ' Contact Name/Title (if differentl t'non&.-i=o-,C Company Name ~ J) '63'-{-174 ?:> (81i)63Y-Lf65 <e lephone and/or Fax Address +of-l \Yir-8n:=tf 1 lo/14 City/State/Zip Date Rev . 5/30/03 ATIACHMENT 18 CLEAR FORK DRAINAGE BASIN SS IMPROVEMENTS -PART 1 D.O .E. NO . 4096 0 7 -7 3 _ 0 Page 1 of 1 6Po7 :47 City of Fort Worth Rcv 0 Prime Contractor Waiver Form PRIME COMPANY NAME : Check applicable block to describe prime PROJECT NAME: I M/W/DBE I NON-M/W/DBE BID DATE City's M/WBE Project Goal: PROJECT NUMBER 21% If both answers to this form are YES , ,do not complete ATTACHMENT 1 C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this _project , NO this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes , please provide a detailed explanation that proves based on the size and scope of this project , this is your normal business practice and provide an inventory profile of your business. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors , including M/WBE(s) on this contract, the payment therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid . The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or know ing misrepresentation of facts will be grounds for terminating the contract or debaqnent from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offere r and barred from part icipat ing in City work for a period of time not less than one (1) year. Authorized Signature Printed S ignature Title Contact Name (if different} Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev . 5/30/03 .. CLEAR FORK DRAINAGE BASIN SS IMPROVEMENTS -PART 1 D.O.E. NO . 4096 FOR/T W°ORTH ,..___ .. 9 a . __.. PRIME COMPANY NAME : Co a+se r C)Y) City's M/WBE Project Goal : 21% City of Fort Worth Good Faith Effort Form I mp rol}i2 me n-fS PROJECT NUMBER -:P ci:58-101 / ATTACHMENT 1C Page 1 of 3 Check applicable block to describe BID DATE If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. 1.) Please list each and every subcontracting and/or supplier opportunity} for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2nd tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 05/30/03 CLEAR FORK DRAINAGE BASIN SS IMPROVEMENTS -PART 1 D.O.E. NO. 4096 2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. ~es Date of Listing O 5 1 ()-;)__ I~ __ No 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ____0 es (If yes , attach M/WBE mail listing to incl~de name of firm and address and a dated copy of letter mailed.) __ No 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? _0 es (If yes, attach list to include name of M/WBE firm, person contacted , phone number and date and time of contact.) __ No 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? ___0es __ No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope Q.f Work Reason for Rejection ~ 00 07bfu r A n ((l ~' 0 J-1-u. 1 - ... Rev. 05/30703 CLEAR FORK DRAINAGE BASIN SS IMPROVEMENTS-PART 1 D.O.E. NO. 4096 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will . be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the Ci ' M/WBE .,_,,__..~ ~ J~cc0 Oor1r1-:ksec Printed Sigriature Contact Name and Title (if different) Phone Number Fax Number Address J e '(( ~ @,, Q.DY1a±6':Pf' . CQ)VI\_ ail Ad ress f (){-\:.. \)) 1)-{ iJr\ ---r-y:: 1 &; 11 9 City/State/Zip 1 ---11 f 2) D lo Date ' ' Rev. 05/30/03 -5- PROPOSAL PART B -PROPOSAL TO: CHARLES R. BOSWELL CITY MANAGER FORT WORTH, TEXAS FOR: CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION ANDIMPROVEMENTS,PART1 SEWER PROJECT NO. P258-707170043783 City Project No. 00437 DOE NO 4096 Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the Contract Documents, including Plans, Special Contract Documents, the General Contract Documents and General Specifications for Water Department projects, the Specifications for Public Works Construction and the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and materials , except as specified to be furnished by the City, which is necessary to fully complete all the work as provided in the Plans and Contract Documents, and subject to the inspection and approval of the Director of the Department of Engineering, City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond and such other bonds if any, as may be required by the Contract Documents for the performance and completion of the said work. Contractor proposes to do the work within the time stated and for the following sums, to wit: CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 1 The following are bid items required for the referenced project(s). Furnish and install, including all appurtenant work, complete and in place, the following items; (D-No.s refer to the related items in Part D Special Conditions, and Part DA - Additional Special Conditions). Part B PAY I ..!illtl 1 'APPROXIMATE UANTITY 48 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 D.O.E. No. 4096 DESCRIPTION OF ITEMS WITH • BID PRICES WRITTEN IN WORDS L.F . *6" PVC Sanitary Sewer Pipe (SDR 35) by Open Cut ( All Depths) Dollars and UNIT I ~ AMOUNT BID ..... N ... o'---_________ cents per L.F. $ 10.oo $ 33foO.oo 2 3 4 5 5,929 L.F. *8" PVC Sanitary Sewer Pipe (SDR 35) by Open Cut (All Depths) 114 100 781 N j l\}-e, 1::.,~ Dollars and }) Q Cents per L.F. $ L.F . 8" PVC Sanitary Sewer Pipe (SDR 26) by Open Cut (All Depths) OtJQ.. ~U rJO \\.Pd\ u;erJ+--1 Doll ars and ND Cents per L.F. $ __ 1 ao __ ._o_D_ L.F. 8" Ductile Iron Pipe (CL 51) by Open Cut (A ll Depths) D~b\u.,..)d 1\Qc:\ t0'<'-i-" Dollars and NO Ce nt s per L.F. $ __ \_.4_0_._o_o_ L.F. 8" Ductile Iron Pipe (CL 51) by Other Than Open Cut I~ UvNcl~d tl\-\'-1 Dol lars and 'ND Ce nt s per L.F. $ d'SO. Ob --'---=---------- • Contractor Mu st Complete City Approved Product Form •• Contracto r Must Complete City Approve d Meth od Form Page 2R of 15 $ )'i 000. c)O $ \'1'S ~ oo : PAY I J!illtl 6 7 8 9 10 - .APPROXIMATE UANTITY 3,6 14 791 4 ,389 516 12 iDESCRIPTION OF ITEMS WITH iern PRICES WRITTEN IN WORDS L .F. **8" HDPE (DIPS) Sanitary Sewer Pipe by Pipe Enlargement Methods Dollars and UNIT PRICE ss.on ND Cents per L.F. $ -------------------- L.F. 1 O" PVC Sanitary Sewer Pipe (SDR 35) by Open Cut (All Depths) Q N~ WU rt-ld r ~.J Dollars and N (J Cents per L.F. $ I CO 00 L.F. *4" PVC Sewer Service Line (Sewer Main to Property Line) Dollars and 'N 'D Cents per L.F. $ ..:....;;...=----------- L.F. 4" DI Service Pipe installed by Other Than Open Cut at WRLB 01\}Q__ W LI ~(j ~d Dollars and .... N....a.-O __________ Cents per L.F. EA . Service Connections in Will Rogers Livestock Barns (WLRB) S1 C1bou sa r1d Doll ars and 4-N ..... 0......__ _________ cents per EA . $ $ tf'5,00 $ 191.505. "0 lo, CDoJXJ $ 7:J. oo o. 00 • Contractor Must Complete City Approved Produ ct Form •• Contractor Must Complete City Approved Method Form Page 3R of 15 ~ I APPROXIMATE ! UANTITY M 11 155 12 127 13 0 14 47 15 97 'DESCRIPTION OF ITEMS WITH 'BID PRICES WRITTEN IN WORDS EA. 4" Sanitary Service Connection to PVC Sewer Pipe th (-e.Q..... u u '" d ~d Dollars and ~Q Cents per EA. EA . 4" Sanitary Service Re-Installment for Pipe Enlargement Method Dollars and Cents per EA. L .F. Sag Adjustment for Pipe Enlargement Method 1 UNIT PRICE $ 31)'{)_.oV $ 1 r ,,v-.. OD --'·+') l.A..AJ"::..=..a;;;...__ 0 N-L µ U 1\JC\ V\.Qd H -\-J '-( Dollars and NO Cents per L .F. $ __ ,_so_.o_o_ EA . Standard 48" Diameter Manhole, 0'-6' Deep Dollars and _._N--"'-"D"--_________ Cents per EA . V.F. Standard 48" Diameter Manhole , Additional Depth 0 Nf<_. \J U ~O \\Od 0 :\ ~'--/ Dollars an d $ I , 1aoo.[j) NO Cents per V.F. $ 1so.DD ----'==--- * Contractor Must Complete City Approved Product Form ** Contractor Mu st Complete City Approved Method Form Page 4R of 15 AMOUNT BID $ 4 ~ 5tJ1). oo $ /)] Ct){). {)lJ j $ ____ _ $ t~,..ltJo. OD 16 17 18 19 20 iAPPROXIMATE UANTITY 7 29 1 54 49 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 ~~-·-~D.O.E. No. 4096 DESCRIPTION OF ITEMS WITH :em PRICES WRITTEN IN WORDS EA. Standard 48" Diameter Drop Manhole, 0'-6' Deep UNIT PRICE -rUPn--:l'j R JQ... J./u Nd red Dollars and NO Cents per EA . $ 2.5Q?,DO • V.F . Standard 48" Diameter Drop Manhole , Additional Depth ~ 0 !-/ U Nd~ Dollars and AMOUNT BID 7 oo $ I , '500, > ..._N_D=----_________ Cents per V .F . $ c:2.00 · D O $ 5,. goo , o0 EA. Shallow Cone Manhole ~~ 1hou~fbl Dollars and ..... rJ....;;.....;O;;....._ ________ cents per EA. EA. Watertight Manhole Insert Dollars and -_ __.u--=-o-o $ '1.,oo .o o _N._O...._ ________ cents per EA. $ ~ ol.._ 1 _ EA . Concrete Manhole Collar, Per Figure 121 ~ (\.Q__ ~ l) {'J cl l'ed Dollars and _.N_O __________ Cents per EA. $ 3oo.oo * Contractor Must Complete City Approved Product Form ** Contractor Must Complete City Approved Method Form Page SR of 15 PAY I ...!ill!.I 21 22 23 24 25 ,APPROXIMATE UANTITY 54 273 24 125 2 7 Clear Fork Drainage Basin , Sanitary Sewer System Rehabilitatio'n and Improvements -Part 1 ____ D.O.E. No. 4096 DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS EA. Vacuum Test Sanitary Sewer Manhole Dollars and UNIT PRICE AMOUNT BID t<.Q_DD $ 1 .7C0 , oD ND Cents per EA. $ <JI o< ......._........__________ ----=;.__-; EA. Install 4" 2 -Way Cleanout Dollars and +-N ...... V-----------Cents per EA. EA. Install 4" Cleanout at WRLB Dollars and ...... N_D __________ Cents per EA. $ V .F. Protective Coating for Corrosion Protection OAA UIANO l'Qs;1 Sev'Q<'i¥ b\}L. Dollars and [\)O Cents per V.F. $_.....:....17_S~. 0 _ 0 $ d I 875.0 v J EA. Remove Existing Manhole Dollars and .... N.=...=O __________ Cents per EA. $_ .......... 3,t..;;;..W=-·-00_ $ '8, ICV· DV • Contractor Mu st Complete City Approved Pr oduct Form •• Contractor Must Complete City Approved Method Form Page 6R of 15 PAY APPROXIMATE ITEM UANTITY 26 2 27 14 28 630 29 5,794 30 640 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 ----------=~D ___ .O.E. No. 4096 ~~~___, DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS EA. Remove Existing Cleanout Dollars and Cents per EA . EA . Abandon Existing Manhole Dollars and Cents per E A . L.F. Abandon 4" Sanitary Sewer Service Laterals in WRLB by Filling with Flowable Fill Dollars and UNIT PRICE $_....i.....;;I w..=;...f_JJ r-;v-,OD $ 0 l...V' ----- ..... N..z...;;..O _________ cents per L.F . $ _ _____,{o"""--._o_o_ L.F . Abandon Existing 6" Sanitary Sewer Line by Filling with Flowable Fill Dollars and -N._D...__ ________ cents per L.F. $ ___ ~"---oo __ L.F. Abandon Existing 8" Sanitary Sewer Line by Filling with Flowable Fill --\ e I\J Dollars a nd ~N~O __________ Cents per L.F. $ l o po --'"--- * Contractor Must Complete City Approved Product Form ** Contractor Must Complete City Approved Method Form Page 7 R of 15 AMOUNT BID $ c:2.oo .DO $ $ 3, 7<o:0. oD j $ J./~3~0D $ {g <f O O. Ob PAY I ..!!!!:ti 31 32 33 34 35 APPROXIMATE UANTITY 645 6 326 30 3 ,049 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 D.O.E. No. 4096 DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS L.F. Abandon Ex isting 1 O" Sanitary Sewer Line by Filling with Flowable Fill Dollars and UNIT PRICE __._ND __________ Cents per L.F. $ JJ , o?> ----- EA . Cut and Plug Existing Sewer Dollars a nd ~N~D _________ Cents per EA. $ L.F. Concrete Pavement Repair Per Figure 2000-2 Dollars and NO Cents per L.F . $ fJo.oo --------------------=---- L .F. Permanente Asphalt Pavement Repair Per Figure 2000-lA Dollars a nd ....._N_O _________ Ce nt s pe r L.F . $ L.F. Permanente Asphalt Pavement Repair Per Figure 2000-1 B S \ ~i '-( Doll ar s an d I ND Ce nt s per L.F . $ * Contractor Must Complete City Approved Product Form ** Contractor Must Complete City Approved Method Form Page SR of 15 AMOUNT BID $ 7 7'f O. ov 1 36 37 38 39 40 APPROXIMATE UANTITY 10 966 405 55 175 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 0.0.E. No. 4096 DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS L.F. Temporary Asphalt Pavement Repair Per Figure 2000-1 C ~Tiri<-L'{ Dollars and ..... N .......... 0..._ _________ cents per L.F . $ L.F. Concrete Alley Pavement Repair Dollars and ~N_O __________ Cents per L.F. $ L.F. Asphalt Alley Pavement Repair -rh\1-L~ Doll ars and ~N___._O _________ Cents per L.F. $ L.F . Concrete Driveway Repair Dollars and N.<--;;_o __________ Cents per L.F . $ L.F . Concrete Sidewalk Repair Dollars a nd UNIT I ~ AMOUNT BID 30 OD $ 3W _60 L{O -00 $ 3~ lot/D -00 2/).oo $ 1~ ,50_oo N'D Ce nt s per L.F . ..;..._ _________ _ $ __ \S_.o_o $ ;;),, lo~5 ·oo • Contractor Must Complete City Approved Product Form •• Contractor Must Complete City Approved Method Form Page 9R of 15 41 42 43 44 45 APPROXIMATE QUANTITY 70 1 500 314 1 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 ______ , __ D.O.E. No. 4096 DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS L.F . Brick Paver Sidewalk Repair Dollars and UNIT PRICE f\)Q Cents per L.F. $ 'f Q. dJ --1,......__.....__________ ------'---- EA. Handicap Ramp Dollars and --1/-'\l~O~ _________ Cents per EA. $ L.F. Concrete Curb and Gutter Repair -i:Qn -6=-~1---------Dollars and }n.oo N'C) Cents per L .F . $ q!±!_ +, ........._.......__________ _ _____ ....._ __ L .F. Concrete E ncasement Doll a rs and ....,..J>-)_Q ________ Ce nts per L.F. $ · 30 .DD EA. Drop Connection to Ex isting Manhole Dollars and Ce nt s per EA . * Contractor Must Complete City Approved Product Form •• Contractor Must Complete City Approved Method Form Page IOR of 15 AMOUNT BID $ d. 2CJD.oD $ I 0, DCO-oO PAY I .!ill!.I 46 APPROXIMATE QUANTITY 19 Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 ~-~-,--~-=-D-=-=Oc..=.:,:;.E. No. 4096 - DESCRIPTION OF ITEMS WITH BID PRICES WRITIEN IN WORDS EA . Exploratory Excavation Dollars and ~f\....,.\...,.Q __________ Cents per EA . $ 47 11 ,329 L.F . Pre -Construction Cleaning and TV Inspection Dollars and ... N .......... Q""--_________ Cents per L.F. 48 11 ,249 L.F. Post Construction TV Inspection --1Luo Dollars and ..... N...a...;:;.O __________ Cents per L.F . 49 7 ,129 L.F . Trench Safety Systems Dollars and ... rJ ____ \} _____________ Cents per L.F. 50 3 ,159 L.F. Hy dro-Mulch Seeding Jwo Doll ars and .... N~O __________ Cents per L.F. * Contractor Must Complete City Approved Product Form ** Contractor Must Complete City Approved Method Form P age I I R of 15 $ ___ 3.._.o_o_ "'oo $_--=O't;.....;.... __ $ __ a"""--'--. D_b_ AMOUNT BID $ (o, 3J K ov 51 APPROXIMATE UANTITY 5 ,3 82 Clear Fork Drainage Basin ,Sanitary ~ewer System Rehabilitation ·· and ·improvements -Part 1 D.O.E. No. 4096 DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS L.F . Block Sodding ~Dur Dollars and UNIT PRICE ' AMOUNT BID ND Cents per L.F . $ __ 4_._00_ $ cJ.)J Oolg o? 52 5 ,694 53 178 54 178 55 19 S.Y . 6" Topsoil o~ Dollars and Cents per S .Y . S .Y . Rock Rip-Rap Dollars and 'o.oo +N_D __________ Cents per S .Y. $ __ =lo __ _ S .Y . Filter Fabric Dollars and J\JO Cents per S.Y. $ ':). DD .a.......;'-'-----------____ .:.:;;.... __ C.Y Clas s "E " Concrete for Miscellaneous Placement Dollars and NO Ce nt s per C .Y -'-----------$ (0· DD ----- * Contractor Must Complete City Approved Product Form ** Contractor Must Complete City Approved Method Form Page 12 R of 15 $ ffi 00D $_~I q_o_. o_v 56 57 58 59 60 APPROXIMATE UANTITY 19 25 1 1 Clear Fork Drainage Basin ,sanitary Sewer System Rehabilitation nHi!IT; .;. and Improvements -Part 1 --·~D.O.E. No. 4096 .DESCRIPTION OF ITEMS WITH 1 BID PRICES WRITTEN IN WORDS C.Y . Class "B" Concrete for Misce ll aneo u s Pl acement Do ll ars and UNIT PRICE +N-1) ........... _________ Ce nts per C.Y. $ _ ___._!~D ._rP_ C.Y. Aggr egate to R epl ac e Un suitable Tren ch Bottom Do ll ars an d " $ ""'1 0 _vo Nv Ce nts per C .Y . rx ---~----------~-- L.S. Point R e p air "A" (S h eet No. 2 1) Do ll ars an d AMOUNT BID $_""""'5::;;_o.....::;o;.._._00 _ NQ __________ Ce nts per L.S . $ 5 1 (1;().UO $ CS 1C;CD-0 0 L.S. Point R ep air "B" (S h eet No. 21 ) Do ll ars and ~f.-''-"o ________ Ce ntsperL.S. $ 5,CXD.o 0 $ 5/xo.OO L.S . Point R epair "C" (Sheet No . 2 1) Do ll ars and ..... N--'-"'O'--_________ cents per L.S . * Contracto r Must Complete City Approved Product Form ** Contracto r Must Complete City Approved Method Form Page 13R of 15 APPROXIMATE UANTITY Total Amount Bid Clea r Fork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements -Part 1 ------~--D=.O.E . No. 4096 DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE AMOUNT BID 1 wo fhi 11 iQYJTu.n « unc\t,gJ SNPn-+ i BIDDER MUST COMPLETE DOCUMENT ON PAGE 15 1'r:fffi~'i/J~~~(~~;s In Wntmg) It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the forgoing unit prices in this paragraph which it may consider excessive or unreasonable , or to accept any or all of them as unit prices applicable in the event additions to or deduction from the work to be performed on this project are ordered by the Owner. Rejectin at any time of such unit prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract. The selection of the lowest responsive bid shall be based on the total amount bid . * Contracto r Must Complete C ity A pproved P roduct Form ** Contractor Must Complete City A pproved Met hod Form Page 14R of 15 CITY APPROVED PRODUCT * AND APPROVED METHOD** FORM * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STAND~ SPEC. __ V ___ El-31 _____ El-25 _____ El-27 _____ El-28 -----El00-2 SPEC. NO. 4" thru 30" 4" thru 15" 4" thru 15" 18" thru 27" 18" thru 48" Consult the "City of Fort Worth, Texas Standard Product List" . ** CONTRACTOR SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED AND PROVIDE NAME OF SUBCONTRRACTOR FOR INSTALLATION: t / PIM Method - _____ T.R.S. System Name of Subcontractor if Applacable _____ McConnell Method Name of Subcontractor if Applacable _____ Expanded System Name of Subcontractor if Applacable Failure to provide the information required above may result in rejection of bid as non- responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. Page 15R of 15 " PART B-PROPOSAL (This proposal must not be removed from this book of Contract Documents.) TO: Charles R. Boswell City Manager Fort Worth , Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City , equipment and labor for the installation of various sanitary sewer improvements, including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: Clear Fork Drainage Basin Sanitary Sewer System Rehabilitation And Improvements, Part 1 Sewer Project No. P258-707170043783 City Project No. 00437 DOE. NO. 4096 The major work on this project shall consist of: 6143 LF 8" Sanitary Sewer Line by Open Cut (All Depths) 781 LF 8" Sanitary Sewer Line by Other Than Open Cut 3614 LF 8" Sanitary Sewer Line by Pipe Enlargement Methods 791 LF 10" Sanitary Sewer Line by Open Cut (All Depths) 4389 LF 4" Sanitary Service Line Relocation by Open Cut 54 EA 48" Diameter Sanitary Sewer Manholes and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done , and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City , which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth , Texas ; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond , Payment Bond , Maintenance Bond , and such other bonds , if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums : Pag e lR of l5 PART B -PROPOSAL Within ten (10) days after notification by th e City , the undersigned will execute the formal contract and will de liver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth , Texas , in the event the contract and bond or bonds are riot executed and delivered within the time above set forth , as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1 , 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the Specific Contract Documents and appurtenant plans . The undersigned assures that its employees and applicants for employment and those of any labor organiz ation , subcontractors , or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No . 7278 as amended by City Ordinance No . 7400 . (Complete A or B below, as applicable:) A . The principal place of business of our company is in the State of ____ _ Nonresident bidders in the State of , our principal place of business , are required to be __ percent lower than resident bidders by state law. A copy of the statue is attached . Nonresident bidders in the State of _____ , our principal place of business , are not required to underbid resident bidders . {i) The principal place of business of our company or our parent company or majority owner is in the State of Texas . This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20 .04 (F) of the Texas Limited Sales , Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction , are subject to State sales taxes under house Bill 11 , enacted August 15, 1992. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges contractor at the time of executing the contract. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within : after the beginning of construction as set forth in the written order to be furnished by the Owner. This project is included in the Administrative Order issued by the U .S . Environmental Protection Agency , and contract completion within the above stipulated contract time will be strictly enforced. I (we) acknowledged receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid : Addendum No . 1 (ln itials)t/'%' / Addendum No . 2 (Initials) ~ Addendum No. 3 (Initials) Addendum No. 4 (Initials) (SE AL) Date: J / 1?i} 0 lo Telephone : ($1 7') '531./ ,,, 7 '13 Part B Proposal -6- PART C -GENERAL CONDITIONS ......... Cl-1 Cl-1.l Cl-1.2 Cl-1.3 Cl-1.4 Cl-1.5 Cl-1.6 Cl-1.7 Cl-1.8 Cl-1.9 Cl-1.10 Cl-1.11 Cl-1.12 Cl-1.13 Cl-1.14 Cl-1.15 Cl-1.16 Cl-1.17 Cl-1.18 Cl-1.19 , Cl-1.20 Cl-1.21 Cl-1.22 Cl-1.23 Cl-1. 24 Cl-1.25 <:;l-1.26 tl-1. 27 Cl~l.28 Cl-1. 29 Cl-1.30 Cl-1. 31 Cl-1.32 ·-- C2-2 C2-2.l C2-2.2 C2-2.3 C2-2.4 C2-2.5 C2-2.6 P.ART C -GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties Tne Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Road.,,..ay Gravel Street INTERPRETATION AND PREPARATION OF PROPOSAL Proposal Form Interpretation of Quantities Examination of Contract .Documents and Site Submitting of Proposal ... · · Rejection of Proposals .. Bid Security (1) Cl-1 (1) Cl-1 Cl> Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 ( 3 .) Cl-1 (4) Cl-1 (4 > Cl-1 ( 4) Cl-1 (4) Cl-1 ( 4) Cl-1 (4) Cl-1 <4> Cl-1 (4) Cl-1 ( 4 > Cl-1 ( 5) Cl-1 (6) Cl-1 ( 6) Cl-1 (6) Cl-1 (6) Cl-1 (6) Cl-1 (6) C2-2 Cl>" C2-2 Cl) C2-2 <2> C2-2 (3) C2-2 (3) C2-2 (3) C2-2.7 C2-2. 8 C2-2.9 C2'-2 .. 10 C2-2.ll C2-2.12 C3-3 C3-3 .1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3 .10 C3-3.ll C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.l C4-4.2 C4~4.3 C4-4.4 C4-4.S C4-4.6 C4-4.7 cs-s CS-5.1 CS-5.2 CS-5.3 CS-5_~4 cs-s.s CS-5.6 cs--s. 7 CS-5.8 CS-5.9 CS-5.10 CS-5.11 CS-5.12 CS-5.13 CS-5.14 CS:_5.15 CS-5.16 CS-5.17 CS-5.18 Delivery oE Proposal Withdrawing Proposals Telegraphic Modification of Proposals Public Opening of Proposal Irr~gular Proposals · D~squalification of Bidders AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of ~roposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alt~ration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS ~uthority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utiliti~s Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection ( 2) C2-2 C4} C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 Cl> C3-3 Cl> C3-3 Cl> C3-3 (2) C3-3 ( 2 > C3-3 C2) C3-3 (2) C3-3 (4) C)-3 C.t) C3-3 (4} C3-3 (4) C3-3 (7) C3-3 C 7) C3-3 (7) C3-3 (8) C4-4 (1) C.t-4 Cl) C4-4 (1) C.C-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) cs-s < 1 > cs-s (1) cs-s (2 > CS-5 ( 2) CS-5 C 3) CS-5 (3) cs.;..s C3> cs-s C 4 > cs-s C 5 >" cs-s (5) CS-5 (.5) CS-5 (6) cs-s (6 > CS-5 (7) CS-5 C 7 > cs-s (.8 > cs-s C 8 > cs-s (9) .. ..., TJ ' j j ':"1 ' j r .. , _J ' .) C6-6 C6-.6 .1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.ll C6-6.12 c~-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.l7 C6-6.18 C6-6.l9 C6~6.20 C6-6.21 C7-7 C7-7.l C7-7.2 C7-7.3 C7-7.4 C7-7.S f:.7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.ll Cr--1.12 C7-7.13 C7-7.14 C7-7.1S C7-7.16 C7-7.17 cs-a CS-8.l CS-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented D~vices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Wi ~hin Easements Independent Contractor Contractor's Responsibility for Oamag~ Claims Contractor's Claim for Damages Adjustment .of Relocation of Public Utilities, ~tc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of~ Section of Portion of the .Work Contractor's Responsibility for Work No Waiv~r of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment oE Contract Prosecution of the War~ Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion E~tension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment oE Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT ~easurement of Quantit·ies Unit Prices ( ] ) C6-6 (1) C6-6 Cl) C6-6 Cl) C6-6 (2) C6-6 (2) C6-6 C3> C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6~6 (10) C6-6 (10) C6-6 (10) C6-6 Cll) C6-6 (11) C6-6 ( 11) C6-6 (12) C6-6 C 12) C6-6 (12) C7-7 C 1) C7-7 Cl) C7-7 C 1) C7-7 (2) C7-7 (2) C7-7. ( 3) C7-7 (4) C7-7 C-4) C7-7 (4) C7-7 .(5) C7-7 (6) C7-7 (6) C7-7 (7) C7-7 (7) C7-7 (9)" C7-7 (10) C7-7 (13) CS-8 (1) cs-a cl> c;a-s.3 Lump Sum CS-8.4 Scope of Payment ca-a.s Partial Estimates and Retalnage cs..;a ~ 6 Withholding Payment ca-a.1 Final Acceptance C8-S.S Final Payment C8-S.9 Adquacy of Design CB-a.lo General Guaranty C8-S.ll Subsidiary Work C8-8.l2 Miscellaneous Placement of Material CS-8.13 Record Documents -- . ' ( 4) cs-a cs-a cs-a ca-a cs-a cs-a C8-8 cs-a CB-S CB-8 cs-a (1) (l) (2) ( 3) ( 3) ( 3 } ( 4) ( 4) ( 5) ( 5 ) ( 5) ·-1., ... ,.:.~· ,; ' PART C -GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION Cl-1 DEFINITIONS Cl-1.l DEFINITIONS OF TERMS: Whenever in these Contract Documents th~ following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: · Cl-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. -- a. GENERAL CONTRACT DOCUMENTS: The General Contract Docum~rits govern all Water Department Projects and include the foll~wing ·items: b. PART A -NOTICE TO BIDDERS (Sample) PART B -PROPOSAL (Sample) PART C GENERAL CONDITIONS (CITY) (Developer) .PART D -SPECIAL CONDITIONS PART E -SPECIFICATIONS PERMITS/EASEMENTS PART F BONDS PART G -CONTRACT (Sample) (Sample) White White Canary Yellow Brown Green El-White E2-Golden Rod E2A-White Blue White White SPECI~L CONTRACT DOCUMENTS: The Special Contract Documents are prepared for ea~h specific project as a supplement to the General Contract Documents and include the following items: P~RT A -NOTICE TO BIDDERS (Advertisement) Same as above P~RT B -PROPOSAL (Bid) PART C -GENERAL CONDITIONS PART O -SPECIAL COND~TIONS PART E -SPECIFICATIONS PERMITS/EASEMENTS PART F -BONDS PART G CONTRACT P~RT a -PLANS (Usually bound separately) Cl-1 Cl> Cl-1.3 NOTICE TO BIDDERS: All of the legal publications eith2r actually published in public advertising medi~ms or furnished dir~ct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidd~rs. Cl-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perfor~ the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding ·upon the Bidder when it is officially received by th: Owner, has been publicly opened and read and not rejected by the Owner. Cl-1.5 BIDDER: Any person, persons, firm, partnershi~, company, association, corporation, acting directly 6r through a duly authorized representative, submitting a p=oposal for performing the work contemplated under the Contract Documents, constitutes a bidder. - Cl-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract r:equirements -which govern the performance of the work so that it will be carried ori in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take precedence and shall govern. Cl-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditio~s. When considered with the Gener3l Conditions and other eleffients of the Contract Documents thej provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the-project. ~1~1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Oocunents which sets forth in detail th~ requirements which must be met by all materials, constructio~, workmanship, equipment and services in order to render a completed and useful project. Whenever reference i~ made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. Cl-1.9 BOND: The bond or bonds · are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2} ·~-1·., ·, ~·-· :aithful performance of the contract and include the fo l l o · .. ·1-.'3: ;\ . b. C. d. Performance Bond (see paragraph Payment Bond (see paragraph Maintenance Bond (see paragraph Proposal or Bid Security (see to Bidders, Part~ and C2-2.6l C3-3.7a) C3-3.7c) C3-3 .7b) Special Instructions Cl-1.10 CONTRACT: The ·contract is the formal signed agreement b:~wee~ the o~ner and the Contractor covering the mutual u~der.standing of the two contracting parties about the project to be completed under the Contract Documents. C:1-1.11 PL~NS: The plans are the drawings or reproductions ther~from made by the Owner's representative showing in detail the loca~ion, dimension and position of the various elements of the project, including such profiles, tyg .ical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or -for the purpose of showing changes in the work h~reinafter authorized by the Owner. The plans .are usually bound separately from other parts of the Contract Documents, hut they are~ part of the Contract Oocu~~nts just as though they were bound therein. C:1-1.12 CITY: The City of Fort Worth, Texas, a municipal cocporation, authori2~d Jnd ~hartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform !rpecific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner ~re synonymous. Cl-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. Cl-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort ~orth, Texas. Cl-1.15 CITY MANAGER: The officially appointed and authorize1 City M3ncger of the City of Fort ~orth, Texas, or his duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort ~orth, Tex·as, or his duly authorized representative. Cl-1 <31 Cl-1~17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of th~ City of Fort Worth, referred to in the Charter as the City :':ngineer, or his duly authorized representative. Cl-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. ' Cl-1.19 :':NGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of th·e · particular duti~s entrusted to them. Cl-1.20 CONTRACTOR: The person, persons, partnership, company, fi~m, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly. or through a duly authorized representative. A. sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and mat~rials or only labor, for work at the site of the project. Cl-1.21 SURETIES: The Corporat~ bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and a~proved changes therain. Cl-1.22 THE WORK OR PROJECT: The completed work cont~mplated in,and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. Cl-1.23 WORKING DAY: A working day is defined as a calendar day ,-Jl,'Jt including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor perm i t the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. Cl-1.24 CALENDAR JAYS: A calendar day is any day of the week or month, no days being excepted. Cl-1.25 LEGAL HOLIDAYS: Leg~l holidays shall be observed as prescribed by the City Council of _the City of Fort Worth for oo~ervance by City e~ployees as follows: Cl-1 C4l i l J } j J New Year's Day M. L. King, Jr. Birthday Memorial Day Independence Day tabor Day Thanksgiving Day Thanksgiving Friday Christmas Day January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 1. 2. 3. 4 . 5. 6 • 7. 8. 9 . Such other da y s in lieu of holidays as the City Council may determine When on~ of the above na~ed holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it ·shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. Cl-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein ap?ear in Contract Documents, the intent and meaning shall be as follows: ASCE LAW ASTM ASA HI -- As()h. - ~ve. Blvd. CI CL GI Lin .. 1 b. HH Max. A~erican Association of MGD State ~ighway Transportation Officials American Society of Civil Enginaers In Accocdance With American Society of Testing Mat~rial$ American ~ater Wor~s Association American Standards Association Hydraulic Institute l...S?ha l t Avenue Boul~vard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Ma n hole Max i mum Cl-1 CS) -Million Gallons Per Day CFS Cubic Foot per Second Min. -Minimum Mono.-Monolithic \ -Percentum R Radius I.D. -Inside Diameter O.D. -Outside Diameter Elev.-Elevation F -Fahrenheit C -Centigrade In. -Inch ft. -Foot St. -Street CY -Cubic Yard Yd. -Yard SY -Square Yard i :F. -Linear Foot D.I. -Ductile Iron Cl-1.27 CHANGE ORDER: A "Change Orde~• is a written sup?lemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25\ of the amount of the particular item or items in the original proposal. All "Change Orders• ~hall be prepared by the City from .information as necessary furnished by the Contractor. Cl-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. 2. 3. " . 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatment, not including an oiled surface, with or without 5eparate basa material. Brick, with or without separate base material. Concrete, with or without separate base material. Any combination of the above. Cl-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway o~ other surface is any area except those defined above for •paved Streets and Alleys.• cl~l.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. Cl-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four (4') feet back of the average edge of pavement where no curb exists. Cl ~l.32 GRAVEL STREET: A gr~vel street is any unpaved street to wh1ch has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any i~provement was made. Cl-1 (6l SECTlON C -GENERAL CONDITIONS C2-2 INTERPRETATION A~D PREPARATION CF PR~POSAL SECTION C2-2 INTERPRETATION ANO PREPARATION OF PROPOSAL C2-2.l PROPOSAL FORH: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidderis "Experience Record," "Equipment Schedule,• and ·Financial Statement,• all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement i~ being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10\) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the .experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on ~h1ch are ~o be received. The Director of the Water department shall be sole judge as to the _acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidd~r shall schedule the equipmen~ he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2~2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal C2-2Cll forms or other parts of the Contract Documents will be considered as approximat~ only and will be used for the 9urposa of compari n g bids on a uniform basis. Payment will be made to the Contractor for only the ~ctual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requiremerits of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS ANO SITE OF PROJECT: Bidders are advised that the Contract Documents .on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply ~fter promulgation of the forma~ contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to vis~t the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of tha conditions which will be encountered during the construction of the project. They must judge for themselves the difficulti~s of the work and all attending circumstances aff~cting the cost of doing the worlc or the time required for i t,s completion, and obtain all information required to make a_n intelligent proposal. No ·information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda ther~to, shall be binding upon the Owner. Bidders shall rely exclu3ively and solely upon their own estimates, inve~tigation, research, tests, explorations, and other data which are necessary for full and complet~ information upon which the proposa l is to be based. It is mutually agreed that the submission o: a proposal is ~rima-facie evidence that the bidder has made the i~vestigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be -'lllowed. The logs of Soil Borings, if a ny,-show i ng on the pla n s are for g e n e r a l i n f o rm a t i o n on l y and may not be c o r r e c t . N e i t h e r t h e C2-2(2l \ Ow~ir nor the Engineer guarantee that the data shown is represen:ative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Propo3al on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials requir~d. ~11 such prices shall .be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the Ci~y shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized •. If a proposal is _submitted by a company or corporation, the company or corporate name and business address ~ust be given, and the proposal signed by an official o~ duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, in~omplet~ bids, erasures, or irregularities of any kind, or contain unbalance value of any items.-Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is a.ccompanied by a •proposal Security• of the character and in the amount indicated in the •Notice to Bidders• and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by w3y of a guaranty that if awarded the contract, the Bidder wi~l within the required time execute a formal contract and :urnish th~ required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is aw~rded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2(3l C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidjers.• It is t h e Bidder's sole responsibility to deliver · the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The aidJ9r mus~ have the proposal actually delivered. Each ~roposal shall be in a SP.aled envelope plainly marked with the word "PROPOSAL," an d the name or description of the project as designated in the "Notice to Bidders." The envelope s~all be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time s~t for 09ening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. · C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his pro~osal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to t~e said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly ~uth~nticat~d confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the · pr~posal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been prup~rly filed and for which no "Non-consideration Request" has bee~ received will be publicly opened and read aloud by the City Manager or ·his authorize1 representative at the time and olace indicated in the ·Notice to Bidders." All pro?osals which have b2en opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the Of>ening of bids. <:2-2.11 IRREGULA.H PROPOSALS: Prooosals shall be considered as being •rrreg~lar" iE they sho~ any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irreg u larities ·of any kind. Ho~ever, the C2-2 (4l :•.,::· Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the c~osing hour is an irregularity which cannot be waived. C2-2.l2 DISQUALIFIC~TION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion 6f additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. 2. 3 . Financial Statement showing the financial condition of the bidder as specified in Part ·A· -Special Instructions. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder w~o, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2C5l PART C -GENERAL CONDITIONS CJ-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C)-3.1 CONSIDERATION OF PROPOSALS: After proposals have been op~ned and read aloud, the proposals will be tabulated on the basis of the quoted prices, th~ quantities shown iA the proposal, and the appl1cation of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of .the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE} a ·nd or a a Woman-owned Business Enterprise (WBE) on the coQtract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. ~ny material misrepresentation of any nature will be grounds for termination of the contract and for ini~rating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, a~y such misr~presentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall co~ply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) The Contractor shall post the required notice to that effect on ~h~ project site, and, at his request, will be provided asslstance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in hi3 office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a propos~l has been read by the Owner lt cannot be withdrawn by the Bidder within forty-five (45) da y s after the date on which the proposals were opi:?ned. The Owner reserves the right to proposals for a reasonable time, (45) days after the date of openinq will an awar~ be made until after made as to the responsibility of the C3-3.5 AWARD OF CONTRACT: withholdfinal action on the not to exceed forty-five proposals, and in no event investigations have been proposed ~wardee. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified ihe Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owrter may; at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not· be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be r~tained by the Owner until the required contract has been e~ecuted and bond furnished or the Owner has otherwise di3posed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With .the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and suf .ficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwis~, guaranteeing the full and faithful execution of the work and ~erfo:mance of the contract, and for the protection of the Owner and all other persons against damage by reason o f · neg 1 · i gen c e o f the Contractor, or impro~~r execution of the work or the us~ of inf~rior materials. This performance C3-3 (2l .J • bond shall guarantee the payment for all labor, materials, equipment, supplie~, and services used in the cons:ruction of the ~ork, and shall remain i~ full Eorce and eEfect until provisions as above stipulated are accom?lished and final pa 1 ment is made on the project by the City. b; MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty -which is set forth in paragraph CS-8.10. c. PAYMENT BOND: A good and sufficie~t payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Te~as, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 195~, and/or the latest version thereof, supplying labor and materials in the prosecution of d. ·the work provided for in the contract ~eing ~onstructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the o~ner and shall be executed by an ap?roved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the a~ount of bond written by any one acceptable company shall not exceed the amount sho~n on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a C3-3 C3l new surety satisfactory to the Owner. No payment will be made unde: th~ contract until the new surety or sureties, as r2qu1red, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file "'ith the Owner the Contract and such bonds as may _be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and l~gality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the r~quired contract within ten (10) days after the contract is awarded shall be considered by the Owner as ~n abandonment of hi5 proposal, and the Owner may annul the Award. By reason of the uncertainty of the oarket prices of material and labor, and it bei~g impra=ticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be th~ agreed amotint of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the ();.Iner. Trre filing of a proposal will be considered as an acc~ptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to corrunence work at the site of the pro-Ject within th~ time stipulated in the written authorization usually termed the wwork Order" or nproceed Order", it is agreed t.hat the Surety Company will, within ten <10) days after the commencement date set forth in su~h written authorization, coffimence the physical execution of the contract. C)-3.11 INSURANCE: The Contractor shall not commenc~ work under this contract until he has obtained all the insurance required under the Contract Documents, ·and such insurance h~s been approved by the Owner. The pri~e Contractor shall be r~sponsible for delivering to the Owner the sub-co~tractors' C3-3 {4l 1 ,' .. L t -2 certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in th~ documents for ~xecution wh~t~er or not his insuranca covers sub-contractor5. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. b. ·C. -- COMPENSATION INSURANCE: The Contractor shall maintain, during the life of t~is contract, Workers' Comp~nsation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged -in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the prot~ct1on of such of his ~mployees not so protected. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure anj shall ma1nta1n during the life of this -contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy co~erage. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policie5, and in the amount as set forth for public liability and property damage, the following insurance: 1. 2. ). 4. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. Collapse of buildings or structures adjacent to excav~tion (if excavations are to be performed adjacent to same). Damage to under9round utilities for $500,000. <:3-3 (5) d. e. f. -- g. 5. Buil~er's risk <~he~e above-ground structures are involved>. 6. Contractual Liability (covers all indemnification requirements of Contract). AUTOMOBILE INSURANCE -BODILY INJURY AND PROPERTY DA."1AGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive A~tomobile Liabil i ty insurance in an amount not less than S250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and autom6bile property damage insurance in an amount not less , than $100,000. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his su~-contractors, respectively, against damage claims which may ariie from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the ·following special hazards which may be encountered in the performance pf the Contract. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in the5e Contract Documents in amou~ts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies ~ith whom the Contractor's insuran=e and performance, pa1ment, maintenance and all such oth~r bonds are written shall be represented ,by an agent or agents having an office located wi thin the city limits of the C3-3 (6) " City of Fort Worth, Tarrant County, Texas. Each su~h agent shall be a duly qualified, one upon whom service of process may be had, and must· hav~ authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, ~ny claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or .claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. CJ-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person .engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies .of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons,· partnership, company, firm, association, corporation or other who is approved to do bu:5..ipess with and ·enters into a contract with ·the City for construction of wat~r and/or sanitary sewer facilities, will have or shall establish a fully operatio~al _business office within the Fort ~ort~-Dalla~ metropolitan area. The Contractor shall charge, delegate, or assign this office (or h~ may delegate his Project Superintendent) with full author·ity to transact all business actions required in the oP.rformance of the Contract. This local authority shall be ~ade resoonsible ta act far the Contractor in all matters pertai~i~~ to the work governed by the Contract whether it be administraiive or otherwise and .as such shall be empowered, t~us delegated and dir!cted, to .settle all material, lab6r or other expenditures, all claims against the work or any other C)-3 (7l matter associated such as maintaining adequate and appropriate ins~rance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete._ Should the Contractor's principal base of operations be .other than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer i~ advance of any work on th~ project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these require~ents is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of Engineer, the Engineer, at his sole discretion, may demand that such local representative be r~placed and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: v~nue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 C8l SECTION C4-4 SCOPE OF WORK PART C -GE~ERAL CONDITIONS C4-4 SCOPE OF WORK C4-4.l INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertaKes to construct or furnish, all in (ull compliance with the requirements and intent of the Con~ract Documents. It is definitely understood that the Contractor shall da all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner _as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then •special Provisions• covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnish~d to the Bidder in the form of Addenda. All such "Special Provisions~ shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves th~ right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such-increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or raaterials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised co?s~deratio~ to be determined by special agreement or as here1na~ter prov1ded for "Extra Work.• No allowance will · be made for any changes in anticipated profits nor shall such changes be considered as ~4-4 (1) CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Doc um e n t s a r e m a d e u p ·' c f s e v e r a l s e c t i o n s , w h i c h , t a k e n together, are intended to describe and provide for a complete and us~ful project, and any requirements appearing in one of t~e sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, sp~c i al conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparant error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillm~nt of the intent of the Contract Documents. In the event t ,he Contractor discovers an apparent error or discr~pancy, he shall immediately call this condition ·to the attention of the Engineer. In the event of a - conflict in the dra~ings, specifications, or other portions of th~ Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contr~ctor will be furnish~d with three sets of the Contract Documents and shall hav~ available on the site of the project at all times one set of such Contract Ooc~ments. The Contract shall give to the work the constant attention necessary to facilitate the progress th~reof and shall cooperate with the Engi~eer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for .proper performance of the work. 't'he Contractor shall provide and maintain at all times at th~ site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act-as the Contractor's agent on the war~. Such s u perintendent and his assistant shall be capable of reading a~d understa~ding the Contract Oocu~ents and s~all receive and fulfill instructions from the Owner, the Engineer, or his a~thorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the woric. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superiotendent, at any time of the day or night on any day of the wee~ on which the Engineer determines that circumstances require the presence on t ;)2 :)reject site of a representative of the Contractor to cs-s (2) \ adequately provide for the safety or convenience of the tra v el i ng public or the owners of property a c ross .hich the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to exam i ne and inspect the wo r<manshi? and materials entering into the work. CS-5. 5 EMERGENCY AND/OR RECTIFICATION WORK : W!"ien, in the o pi nion of the Own e r or Eng r neer, a condition of emergency ex i sts related to any ~art of the work, the Contr~ctor~ or the Contractor through his designated representative, shall respond with dispatch to a verbal request mad~ by th; Own2r or E~gineer to alleviate the emergency condition. Such a response shall occur day or ni~ht, whether the project is scheduled on a calendar-day or on a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any disc~epancies, omissions, or corrections nec~ssary to conform with the requirements of the project specifications or plans, the Engineer 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 corr.ect the condition. In the event the Contractoc 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 r8medial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such r~m~d i al action, plus 25\, from any funds due the Contractor on the project. C:5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field offic~ for use of the Eng_i!"leer, if specifically called for. Th~ field office shall be n ~: less than l O by 1 4 feet i "'l f loo r a r -ea , subs tan ti a 11 Y co n s t ruct~J, well heated, air conditioned, lighted, an3 we rtth~r-proof, so that docum~nts will not be damaged by the elc:?rnents . CS-5.7 CO~STRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and meas u rements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measure~ents wi ll be established by means of s t a~es or oth~r custom3ry method of marking as may be found c on s i ste n t wi th g o od prac t ice. · cs-S < 3 J These stakes or markings shal l be set sufficiently in advance of construction operations to avo i d delay. Such stakes or markings as may b e established for the Contractor's use or guida~ce shall be pre~~rved b y the Contractor until he is authorized by the Engineer to remov~ them. Wh e n ever, in the opinion of the Engineer, any stakes or markings have been car~les~ly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such s t akes or marks plus 25% will be charged against the Contractor, ·and the full amount will be deducted from pay ment due the Contra=tor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all w~rk done and to be done and all materials furnished .. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Insp~ctor may be stationed on the work to report to the Eng i ne~r-as to the progress of the work and the manner in which it is being performed, to report any evidence that the mat~rials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. !n case of any dispute arising between the Contractor and the City 1nspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will hav~ autMority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspe.ctor will not', ho~ever, be a~thor i zed to r'=vo~e, alter, enlarge, or releas~ any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Oocuinents. He "'i ll in no case act . as superintendent or for':man or perform any other duties for the Contractor, or int~rfer~ with th e managem e nt or operation of the work. He w i ll not accept from the Contractor any compensati~n in any form for performin~ a~y dut i es. The Contractor shall reg~rd and obey the dire c tion~ and instructions of the City Inspector or Engineer when t h P. sam~ are consistent with the obligations of the Contract Documents, provided, however, should the Contra c tor object to any ord e rs or instructions of the City I~spector, the Contractor may within six days make written aµ t> ~ -3 l to the En g i nee r for h is _de c is i on on the ma t t er i ~ controversy. CS-5 C4l -· ·- .... - .. -.? - C5-5.9 INSPECTION: The Contractor shall furnish the Engineer ~it~ ev~:y reasor.able facility for ascertaining whether or not the work as performed is in accordance with the r~quirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be dir~cted. After examination, the Contractor shall restore said portions of the work to the standard required by the Co~tr3ct Documents. Should the wor~ exposed or examined prove ac~eptable, the uncov~ring or removing and re~lacing of the cov~ring or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adja~ent defective or damaged parts shall be at the Contractor's expense. No wor~ shall be done or materials used without suit3ble supervision or inspection. CS-5.10 REMOVAL OF DEFECTIVE AND UNAOTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work don~ beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Wor~ done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's ex?ense. Upon the failure on the part of the Con tr3c tor to comply with any order of the Engineer made under _ the provisions of this paragraph, the Engineer will hav~ the a~thority to cause defective work to . be remedied or removed and re~laced and unauthJrized work to be removed, and the cost t~~r~of may be deducted from any ~oney due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. CS-5.11 SUBSTITUTE MATER1ALS OR EQUIPMENT: If the Speclfication5, la~, ordinan~e, codes or regulations permit Co~t,actor to furnish or us~ a substitute that is equal to any mate,ial or equipm:nt specified, .and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the • preconstruction conference, make written application to ENGI~EER for approval of such substitut~ certifying i~ writing that the proposed substitute will perform adequately the functions call~d for by th~ ge:-ier-31 d~sign, be similar and of equal substance to that specified and be suited to the same use a:-id capable of performing the sa~e function as that specified; and identifyin3 all variations of the proposed C5-5 CSl substitute from that specifi~d and indicating available maintenance s~rvice. No substitute shall be ordered or installed without the written a?proval of Engineer w~o will be th~ judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor•s ex?ens~. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by ei~her of them from and against the claims, aijma1es, losses and expenses (including attorneys fees) arising out of the use of substituted mat~rials or equipm~nt. CS-5.12 SAMPLES AND TESTS OR MATERIAf.S: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will b~ made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to ma~e any tests of rnateridls shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conformiDg to the requirements of the Contract Documents. Tests and sampling of material5, unless otherwise specified, will be mad~ in accordance with the latest methods prescribed by the American Society for Testing Mat~rials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for colle~ting and forwarding samples and shall not, without specific written permission of the Engineer, us~ the materials represented by the samples until tests hav~ bee~ made and the materials approved for use. The Cdntractor will furnish adequat~ samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting eq~ipment shall be approved by the Engineer before any concrete is placed, and the Contactor s~arr h~ responsibl~ for replacing any concrete which does no: m~et the requirement5 of the Contract Docu~ents. Tests shall be made at least 9 days prior to the placing of concrete, usi~g samples from the sa~e aggregate, cement, and mortar -~ich are to be us~d later in th~ concrete. Should the source of supply :::hange, new' tests shall be m.::de prior to the us~ of the new materials. • CS-5.13 STORAGE OF MATERIALS: All materials w~ich are to be us~d in the construction operation shall be stored so as to i~sure the pr2s~rvation of the qu~lity and fitn~ss of the work. ~hen directed b; the Engine~r, th2y shall b~ placed on woode~ pl~t:orms or other harj, clean d~rable surfaces and not on the C5-5 C6l i ) ..... - ground, and shall be placed under cover when direct~d. Stored m~t~rials shall b~ placed and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence o(, or a definite location bf, existing unJerground utilitie5. The location of many gas mains, w3t~r mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Own~r, and the o~ner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. lt is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for ~xtra Work or for increasin; the pay quantities in any manner whatsoever, u~less an obstruction encountered is such as to necessitate changes in the lines and grades of co~siderable magnitude o~ requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Document5 for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjace~t and/or conflicting utilities sufficiently in advance of .construction in order that he may negotiate such local adjustments as necessary in the construction process to provid: adequate clearances. The Contractor shall take all ne=es~3ry precautions in order to protect all existing u~ilities, ~tr~ctures and service lines. Verification of exi~ting utilities, structures and servicP. lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory excavation if ~ecessary. All verification of existing utilities and th~ir adjustment shall be considered as sub.sjdiary work. ~5-5.15 l~TERRUPTION OF SERVICE: a . ~ormal Prosecution: In the normal prosectuion of work where the int:rruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Wat~r Department's Distribution Division as to loc~tion, tim~, and schedule of service interruption. cs-s (7) b. 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag for~ shall be attached t6 the cu~tomer's entrance door knob. The iag shall be durable in composition, and in ·large bold type shall say: •NOTICE" Due to Utility Improvement in your neighborhood~ your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as po.ssible. Thank you, Contractor Address Phone· E~ergency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any othe-r Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Con tc-3c tor or sub-con tractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim aga1nst the o~ner on account of any damage alleged to have been sustained, the o~ner will notify the Contractor, who shall indemnify and sav~ harmless the Owner against any such claim. CS-5 .17 CLEAN-UP: Clean-up of surplus and/or waste materials accu~ulated on the job site during the prosecution of the work under these Contract Docum~nts shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours after .ritten notice i~ give n to the Contractor that the clean-up on the job si~? is proceeding in a manner unsatisfactory to the En~ineer, if the Contractor fails to correct the C5-S <B l -~ ' •=.11 unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to cor:ect the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25\ of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and r~move from the site of the proj~ct all . surplus and discarded materials, temporary structures, and debris of every lcind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials .removed from the site 6f the work shall be disposed pf at locations satisfactory to ~he Engineer. The Contract~r shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. CS-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been s~tisfactorily compl~ted and final cleanup performed, the Engineer will notify the proper officials of the Owner and request th~t the Final inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and mat2rials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after tne proper r ~ o l ,1 t i on has been passed by th e Ci t y Co u n c i 1 • No t i me charge will be made against the Contractor between said.date of notification of the Engineer and th~ date of final inspection of the work. CS-5 < 9 l P~RT C -GENERAL CONDITIONS C6-6 LEGAL RELATIONS A~D PUBLIC RESPONSIBILIT Y SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.l LAWS TO BE OB S ER VED: The Contractor shall at all times obser~e and comply with all Federal and State Laws and City ord i nances and re g ula t ions which in any way affect the conduct of the work or his operations, and shall obser·ve and comply with all orders, laws, ordinances and regulations w~ich exist or which may be enacted later by bodies having _ jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any s u ch 1 aw , or d i n a n c e , reg u 1 at ion , or order , w he the r it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Co~tractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS ~ND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright~ he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design~ It is mutually agreed and understood that without ex~eption the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the ~ork. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any tradi-mark or cop y right in connection with the work agreed to be performed under these Contract Documents, and shall inde m:1 i fy the o .... •n er for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time d u ring the prosecution of the work or after completion of the wo r k, provided, howe ·,er, that the Owner will assume the responsibility to defend any and all suits brpught for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of s uch su i ts. C6-6 Ill C6-6.4 SANITA~Y PROVISIONS: The Contractor shall establish a~d enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance abcut the work on any property either public or private, and SJCh regulations as are required by Law shall be put into i~~ediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the ~ark, properly secluded from public observatiqn, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6. 5 PUBLIC SAFETY AND CONVENIE~CE: Materials or equipment stored about the work shall be _so placed and used, and toe work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the . safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching 9r pipe installation operations, at all driveway crossings. Such provisions may i~clude bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for tne property served by the driveway as the Engineer may approve as ap~ropriate. Such other means may include the diversion of drivaway traffic, with specific approval by the Engineer. If d i.v..e r s i o n o f t r a f f i c i s a p p r o v e d by t h e En g i nee r at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own ex?ense, provide all materials and perform all work necessary for the construction and maintenance of roadways ~nd bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of tte Engineer. The materials excavated and the .construction materials SJCh as pipe used in the construction of the work sh~ll be placed .so as not to endanger the work or prev'=nt free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 12) -·· J gas v~lves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such worlc done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractor, after approval of the Engineer~ shall notify the Fire Department Headq~arters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so di r ~ct ed by the Engineer, shall keep any street, streets, ~r highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Wh~re the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches .or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and th~ use of .construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of pioperty owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engine~r a written statement showing all such claims adjusted. C6-6.6 . PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Co~tractcr will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, mat~rials, and equipment for construction purposes may be stored in such space, but no more tha~ is necessary to avoid delay in the construction 09erations. Excavated and waste materials shall be piled or stacked in such a ~ay as no~ to . interf~re with the use of S?aces that may be designa~ed to be left free and unobstructed a~d so as not to inconve~ience occupants of adjacent property. It the street is occupied by railway tracks, the work shall be C6-6 <3l carried on in such manner as not to interfere with the o;i~ra:ion of trains, loading or unlo3.ding of cars, etc. Other contractors of the Owner ~ay, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any add _iti .onal grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary ease~ent for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with t..11e railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than fiv~ days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor wlll not be given extra or additional compensation for such railway crossings unless ~pecifically set forth in the Contract Documents. C6-6.8 BARRICADES , WARNINGS AND .WATCHMEN: Where the work is carried on 1n or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or prop~rty and of the work as ar~ necessary. Barricades and · f~nces shall be painted in a color that will be visible at night. from sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or bei.n..g maintained. The Contractor shall fur~is~ watchmen and keep them at their respective assignm~nts in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the •19so Texas Manual on Uniform Traffic Control Devices for Streets and Highways• issued under the authority of the •state of Texas Uniform Act Regulating Traffic on nighways•, codified as Article 6701d Veron's Civil St'3tutes, pertinen: sections being Section Nos. 27, 29, 30 and 31. CS-6 .(4l ,--; ..: , ...... \ j "'""' •; :; ; " -1···1 J The Contractor will not remove any regulatory sign, instru-:tional sign, street na:r.e sign, or other sign ._.hich has bee n erect~d by the City. If it is dete:mined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulato r y signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above ref~renced manual and such temporary sign must be instal1ed prior to the removal of the permanent sign. If -the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent 'sign car. be re-i:1stalled, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place ~ntil such re-installation is completed. The Cont~actor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Co~tractor at the Contractor's own expense. The Contractor~s responsi~ility for the maintenance of barricades, signs, fences and light~, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. N6 compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constr~cting, providing, ar.d maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other inc~~entals necessary for the proper protection, safety, and convenience of the public .during the contract period, as this war~ is considered to be subsidiary to the several items for which unit or lumr sum prices are req~ested in the Proposal. :6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Co n t. r a c t;:, r ~ l e c t to u s e exp 1 o s i v es ,·. d r o p we i g h t , e t c . , i n t h e prosecution of the work, the utmost care shall be exe~cised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any ~ublic s~rvice corporation, any company, individual, or utility, and the Ow~er, not less than twenty-fo~r hours in :6-6 (5) advance of the use of any activity which might damage or e~danger their or his property along or adjacent to the war~. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, ·the Contractor shall submit notice to the Engineer in writing t~enty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any da~ages and/or injuries arising out of such use of explosives. ~11 claims arising out of the use of explosives shall be investigated a~d a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of -ritten notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and ~uch us~ shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked •oANGEROUS EXPLOSIVES• and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, tqrough, or into private property, the owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the_~en~fit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the spicified approval oE the property owner ~as been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contract~r shall clear all rights-of-way or easements oE ob5tructions which must be removed to make possible proper prosecution of the work as a part oE the proje c t co n struction o~~rations. The Contractor shall be responsible for the preservation of and shall use C6-6 C~l ,: -- every precaution to prevent damage to all trees, shrubbery, plants, :a..,.ns, fences, culverts, curbing, and all other types of structures or improvements, to all water, se-er, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the war;c . The Contractor shall notify the p:oper representatives of O'w'n~rs or occu~ants of public or private lands or interest in lands which might be affected by the wor1<. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be apQlicable to both public and private utility companies br any corporation, company, individual, or other, either as ow,ers or occupants, whose land or intere·st in land might affectej by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time du~ to defective war-le, material,-or equipment. When and where any direct or indirect or injury is done to public or pri~ate property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractoc, he shall restore or have restored at his own cost and expense .such property to a condition at least equal to that existing before such damage or injury was done,. by repairing, rebuildin~, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such da~ages or injury in a manner acceptable to the owner of the property and the Engineer. All fenc~s encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. ~hen wire fencing, ~ither wire mesh or barbed wire is to be crossed, the Contractor shall set-cross braced posts on either side of oermanent easement before the fence is cut. Should additio~al fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in add i tion to the cross braced posts provided at the permanent easements limits, before the fence is cut. Te:n~orary fencing shall be erected in place of -the fencing removed whenever the work is not in progress and when the site is vacated overnight, and /or at all times to prevent livestock from ente r ing the constrJction area. The cost for f~nce removal, temi?orary closures and replacement shall be subsidiary to the various items bid in the project C6-6 (71 proposal. Therefore, no separate payment shall be allowed - for a~y service associated with this war~. Incas~ of failure on the part of the Contractor to restore such prop~rty to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances and without notice when a nuisance or hazardous conditio~ results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.ll INDEPENDENT CONTRACTOR: It is understood and agreed by the 9arties hereto that Contractor shall perform all work and services hereunder as an independent contractor; and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to contrdl the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, dgents, servants, employees, contractors, subcontractors, licensees and invitees.· The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating~ partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor cov~nants and agrees to, and d~es hereby indemnify, hold harmless and defend Owner, its officers, agents, s~rvants, and employees from and against any an all claims or ~uits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted,· arising out of or in connection with, directly or indirectly, the work and services to _l?._e performed hereunder by Contractor, its officers, agents, employ~~5, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, e1n?loyees, contractors, subcontractors, licensees and invitees of th~ Own~r; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and employees for property damage or loss, and/or per3onal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in .~onnec~ion with, diiectly or indirectly, the work and services to be performed hereunder by ~ontractor, its officers, agents employees, contractors, subco~tractors, l i censees and invitees, whether or not caused, (6-6 (8) . -· -- ., ;,...:..: -~ in whole or in part, by alleged negligence of ·officers, agents, servants, em;,loyees, contractors, subcontractors, licen~ees or invitees of the Owner. Contractor likewise co v enants a n d a g rees to, a n d does here~y, i n de mnify and hold harmless Owner from and against any and a l l injuries,loss or damages to prope r ty of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or res u lting from, in whole or in pa r t, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. , In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all ~ork on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above )0-day period, the Contractor may be deemed to be . entitl~d to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. r . . The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a p~riod of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in wrt.tjng satisfactory to the Director that: l. The claim has been settled and a release has been obtained from the claima n t invo l ved, or 2. Good faith efforts ha v e bee n made to settle such outstanding claims, and such good faith efforts have fa i led. I f con d i t ion C 1 ) above is period, the Director shall the Contractor be made . ti me within the six month that the final payment met at a n y time w i thin the six month recommend that· the final payment to If cond i tion (2) above is met at any period, the Director may recommend to the Contractor be made . At the C6-6 C9 J expiration of the six month p~riod the Director may reco~~~nd that final paym~nt be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Di rector. The Director may, i f he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a cla i m for damages is outstanding as a result of war~ p2rformed under a clty contract. C6-6.13 CONTRACTOR 'S CLAIM FOR D~l{AGES: Should the ~ontractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written ~tatement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day af the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all boo~s of acco~nt, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be ~aived, and he shall not be entitled to pay~ent on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UT~LITIES, ETC.: In case it is necessary to change, move, cir alter in any manner the property of a public utility or others, the said property sh3ll not be moved or interfered with until orders t~ere~pon have been issu~d by the Engineer. The right is reserved to the owners of oublic utilities to enter the geographical limits of the Contract for the purpose of m3king such changes or repairs to their property that may be nec~ssary by the performance of this contract. C6-6 .15 TEl-:PORARY SEWER AND DRAIN CON?-;ECTIONS: -When existing se....,2r lines have to be taken uo or removed, the Contractor shall, .:\t his ow n expense and cost, provide and maintain te,nporary outlets and connections for all f,rivate or public drains and sewers. The Contractor shall also take care of all s~wa3e and drainage which will be received from these drains and s~wers, and for this purpose he shall provide and maintain, at his o ... n cost and expens~, adequate pumping :aciliti~s and tem?orary outlets or diversions. The Contractor, a t his o...,n cost and ex?ense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dis?ose of drai~age and sewage C6-6 ClOl - .,,,.. - -- - received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in s~rvice and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other wa5te shall be disposed of in a satisf~ctory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires· to use C'ity water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Oepart~ent for so doing. City water furni5hed to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-l.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When met~rs aie not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water D~partment. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, _in the opinion of the Engineer, any section or portion of the work or any structura is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way ari a :ceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary re?airs and removals -of any section of the work so put into use, due to defectiv~ materials or workmans~ip, ~quipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own exyense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acc~ptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or da~age to the work or any part C6-6 <lll thereof by action of the elements or from any cau3e whatsoever, whether arising from t he ~xecution or nonexecution of the 1o1o r k. Th e Contractor shall rebuild, repair, restore, and make good at his own expe nse all injuries or damag~ to any portion of the work occasioned by any of the hereinabove causes. C6-6 .19 NO WAIVE R OF LEGAL RIGHTS: Inspection by the Engineer o r a ny or<ler by t h e Owner by payment of money or any payme n t for or acceptance of any worlc, or any extens i on of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any oth~r or subseque n t breach. The Owner reserves the right to correct any error that may be discov~red in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of ~~rt Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 CH) of the Texas ~imited Sales, excise, and Use Tax ~ct, the Contractor may purchase, rent or leasa 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 ex~mption certificate to comply ~ith ~tate Comptroller's Ruling .007. Any such exemp~ion certificate i~s.ued by the Con t ractor in lieu of th~ tax shall be subject to an1 shall com p ly with the provisions of State Co~ptroller's R~ling .011, and any other applicable State Comptroller rulings pertai~i n g to the Texas Limited Sal~s, Excise, and Use Tax '-ct. On a contract awarded by a developer foe the construction of a publ i cly-owned im µrovement in a street right-of-way or other easem~nt which has been dedicated to the public and the City of Fort Worth, an organization which qu~lifies for exemp~ion pursuant to the provisions of ~rticle 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can prob~bly be exe ~p ted in the sa m~ ma n ner stated above. C6-6 <12 l -· -- Limited Sale, Excise and Use Tax permits and information can be obtained from: -- Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 Cl3> ?ART C -GENERAL CO~DITIONS C7-7 PROSECUTION A~D PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.l SUBLETTING: The .Contractor: shall perform with his own organizaLion, and with the assistance of workman under his immediate superintendance, work of a value of Qot less tha, fifty (50\) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of tbe Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Ow.ner will not recognize any subcontractor on the work. The.Contractor shall at all times, when the work is in operdtion, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If ~he Contractor does, without such previous consent, assign, trarisfei, sublet, convey, or otherwise dispose of the · contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, =ompany, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, atte..rn.pt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall . successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liq~idated damages for the reason that it would be impracticable and exLremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginninq any con s L r u c L i on ope r a t i on , the Con L. r a"c tor · sh a l l s u b m i t to t h e Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief o~t.lining in deLail and step by SLep the manner of C7-7 Cll prosecuting the work and ordering materials and equipment which he expects to follow in order to com~lete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate pe r iod. The Contractor shall commence the work to be performed under this contract .within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. ~ny deviaticn from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractdr from the full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 ·Extension of Time of Completion• of this Agreement, and a progress schedule shall not constitute a change in the - contract time. ~ C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. ~t any ti~e when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street 6r public way greater than is necessary for the proper execution of the work, the Engineer may requiYe the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.S CHARACTER OF WORK~EN AND EQUIP~ENT: Local labor shall be used by the Contractor is available. The Contractor may b:ing in from outside the City of Fort Worth his key men and his superintencent. All other workmen, including e~uipment ~perators, may be imported only after the local supply is exhauste~. The Contractor shall employ only such 5up~rintendents, foremen, and wor~men who are careful, competent, and fully qualified to perform the duties or tasks a5signed to them , ~nd the Engineer may demand and secure the summary dismissa l of any perso~ or persons employed by the Contractor in or about or on the wor'k ...,ho, in the opinion .. of the Owner, shall misconduct hir.iself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 C2l otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall hav~ sufficient skill, ability, and experience to properly perform the work assigned to them and 09er3te any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the worlc in an acceptable manner and at a satisfacto·ry rate of progress •. All equipment, tools, and machinery used for handling mat~rials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapse~ working days shall be computed st3rting with the first day of work completed as defined in Cl-1.23 •«oRKING DAY· or the date stipulated in the •woRK ORDER· for beginning work, whichever comes first. Nothing i~ these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal ~oliday must be made to the Engineer no later than the proceeding Thursday. b. ~ny work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the ti~ely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, ~unday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any worlc performed on such a specific Saturday, Sunday or Legal Holiday. Calendar nays shall be defined in Cl-1.24 and the Contractor may work as he so desires. k. C7-7 (3l C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the tim~ specified in the Contract Docum~nts and set forth in the Work Order. Failure to do so shall be considered by the Owner as ahandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole w6rk will be performed and the premises cleaned up in accordance with the Contract Documents and within the time establish~d in such documents and such extension of time as may be properly authorized by the O~ner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time f~r completion of work, consideration will be given to unforseeable causes ~eyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quara~tine . restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the dat~ of completion is based on a calendar day bid, a r~quest for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase ord2r dates and other pertinent data as requested by the Engineer indic~tes that the Contractor has made a bonafide attem;,t to secure deliv~ry on schedule ... This shall' include ~fforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require wor~ and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contr~ctor :shall receive no com?ensation 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 materi~l, if C7-7 <4l .. ~\ ·.~ .,.,.....::; any, ~hich is to be furnished by the City. When such extra compen~ation is claimed a written statement thereof shall be pres~nted by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for f1nal approval or disapproval; and the action thereon by the Council shall b~ final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide ~aterial or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent e~tension of time, his application for w~ich shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in .full force until the dischar;e of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in .the appropriate place on the last page ot the Proposal the number of working days or calendar days that he will rPquire to fully comple~e this contract or the time of completion will be specified by the City in the Proposal section of the contract documants. The number of days indicated shall be a realistic estimate of th~ tima required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For eac~ calandar day that any work shall r~main uncompleted after th~ time specified in the Contract Documents, or the incr~as~d time granted by the Owner, or as automatically increased by additional wor~ or materials orde~ed after the contract is signed, the sum per day given in the following sch..e.dul~, unless otherwise specified in other parts of the Contract Docur.'lents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,000 inclusive $ 35.00 s 5,001 to $ 15,000 inclusive $ 45.00 $ 15,001 to $ is,ooo ·inclusive s 63.00 s 25,001 to s 50,000 inclusiv~ s 105.00 s 50,001 to s 100,000 inclusive s lSCOO s 100,001 to s 500,000 inclus i ve $ 210.00 C7-7 (51 $ 500,001 to Sl,000,001 to $2,000,001 a~d ov~r Sl,000,000 S2,000,000 inclusive S inclusive S s 315.00 - 420.00 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents w~uld be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day•, as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.ll SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any co~rt, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will ·the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSI0N: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will mak2 no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all mate~ials in such man~er that they will not obstruct or impede the public unne~essarily nor become damaged in any way, and he shall tak~ evi~y precaution to prevent damage or deterioration of the wo:k performed; he shall provide suitable drainage about the wor~, and erect temporary structures where necessacy. Should the Contractor not b-= abLa to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in · P a r a g r a p h C 7 - 7 • 8 E X TENS I ON O F T H E ·r I HE O F C 0 -H P L ET I O N , a n d should it be determined by mutual consent of the Cont~actor and the Engineet that a solution to allow construction to proceed is not available witrii'n a reasonable period of time, then the Co~tractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary e~uipment to the job w~en it is determined by the Engineer C7-7 (6l -· ._. -~ - ', \'~ j -- that cc,struction may be resu~ed. Such reimbursement shall be based o~ actual cost to the Contractor of moving the equi~ment and no profit will be allo~ed. No reimbursement shall be allo~ed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend wo:k without written notice from the Engine~r and shall proceed with the work operations promptly when notified by ihe Engineer to so resume operat.ions. C7-7.13 TERM~NATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contractor .. to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist th~ Contractor in procuring and making available the neces3ary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually ac·cepta'ble to both the Owner and the Contr.actor and final payment shall be .made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 S USPENSION OR ABANDON~E~T OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any port1on or sectior. of the work under Contract shall be suspended i~~ediately on written order of the Engineer or the Contract may b~ declared cancelled by the City Council for any good a~d sufficient cause. The following, ~y way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. F~ilure of the Contractor to commence work operations . within the time specified in the ~ark Order issued by the o~ner. (.7-7 (7) b. c. Substantial evidence that progress of the wor~ operations by Contractor is insufficient to complete the work within the specified time. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. S u b s t a r . t i a l -e v i d e n c e · t h a t t h e Co n t r a c t o r h a s abandoned the work. e. f. g. b. i. j. -- Jc. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. Failure of the Contractor promptly to make good any defect in materials or ~orkmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. A 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. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be s~rved on the Contractor's Sureties. When work is suspended for any cause or causes, or .when the contract is canc~lled, the Contractor shall discontinue the work or such part thereof as the Owner sha)l desi~nate, whereupon the Sureties m~y, at their option, assume the contract br that portion theraof .hich the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written C.7-7 (8) -., - .... - - - . -- -- consent of the Owner, sublet the work or that f)Ortion of the w0rk as ta~en over, provided ho...,ever, that the Sure:ies shall ex e -r c i s e t he i r opt i on , i f at a 1 l , w i thin t W-::J ,.. e e '.< s after the written notice to discon~inue the work has been served uoon the Contractor and upon the Sureties or their a~thori~ed agents. The Sureties, in such event shall assume the Contractor':5 place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract DocJments. All monies remai.ni.ng due the Contractor at th2 time of this default shall thereupon become due and payable to the Sureties as the wor~ progresses, subje~t to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their ri;ht and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinu~, then the Owner shall have the power to complete, by contract or otherwise, as it r..ay de termin~, the w-Jrk herein described or such part thereof a5 it ~ay deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for th~ purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completiort of the work, and to charge to the account of the Contractor of said contra9t expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor u~d~r and by virtue of the Contract or any part thereof. The Owner shall not be requir~d to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have bee.n..payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such exc~ss to the City on notice from the 0"" n e r o f t h e ex c e s s due . Wh e n any par t i cu 1 a r pa r t o f t he w o r k is b~ing carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continu~ the remainder of the work in conformity with the terms of the Contract Docum~nts and i~ such a manner as to not hi~der or interfere with performance of the wor~ by the Ow~er. C?-7.15 FULFILLMENT OF CONTRACT: The Contract will be cons i d~red as having bee~ fulfilled, save as provided in any bond or bonds or by law, when all the worl( a:id all sections or parts of the project covered by the Contract Documents have C7-7 <9l be~n finished and completed, the final inspection made by the Engineer, and th~ f i nal acceptance and ·final payment made by the ·owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. B. -- NOTICE OF TERMI~ATION: The performance of the war~ under t hi s contrac: may be terminated by the o ..... ner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performanc~ of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the not ice sh a 11 be dee me·ci con cl us iv e 1 y presumed and established when the l~tter is placed in the United States Mail by the Owtier. Further, it shall be deemed conclusively p~esumed and established that such termination is mad~ with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: l. 2 . Stop work under the contract on the date and to the extent specified in the notice of termination; olace no further orders or subcontracts for ~aterials, services or facilities except as may be necessary for completion of such po r tion of the '-Ork und~r the contract as is not terminat~d; 3. te r minate all orders and subcontracts to the extent that they relate to the performance of work terminated by th2 notice of termination; 4 . transfer titl~ to t~e ·Owner and deliver in the manner , at th e t i me s , a n d to the e x t eh t , if any, dir~cted b y the Engineer: C7-7 ClOl - • --- c. a. the fabricat~d or unfabricated parts, work in process, completed work, supplies and other ma t erial p r oduced as a part of, or acquired in connection with the performance of, the work terminated by the -notice of termination; and b . the compl~ted, or partially completed plans, drawings, informatio n and other property which, if the · contract had been completed, would have been required to b~ furnished to the Owner. 5. complete performance of such part of the work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the Engineer 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. At a time not later than 30 days after the termination date specified in the notice of ~ermination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, 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 -the Engineer. Not later than 15 days theraafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer 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. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and ~ith the certification pr~scribed by the Engineer. Unless one or more extensions in writing are granted by the Owier upon request of the Contractor, made in wr i ting w i thin such EO-day period or a u thorize d extension t h ereof, an y a ~d all such claims sha l l be concl u sively de eme d waived. C7-7 Clll D. E. G. AMOUNTS: Subject to the provisions bf Item C7-7.16 (C), the Contractor and Owner may agrei upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed · the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of w~rk not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16CE) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contr~ctor pursuant to this paragraph. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16 CD) upon the whole amount to be paid to the Contractor by reason of the termination of work .pursuant to this section the Owner shall determine, on the basis of information available to it, the amoant, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be d~e for lost or anticipated profits. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contra::t; Cb) a!1y clai.m which the Owner may hav2 against the Contractor in connection with this contract; and Cc) the a3reed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, purs~ant to the provisions of this clause, an~ not otherwise r2cover2d bt or credited to the Owner. ADJUSTMENT: If the termination hereunder be partial, prior to the settle:nent of the terminated po r t i on o f th i s cont r a c t , the Con tractor may f i le with the Engineer a request in writing f~r an C7-7 112> --- ,;._,,. _ _._ H. e q U' i ·t 1a 'b 1 e a d j u s t m e n t o f t h e p r i c e o r p r i c e s specified in the contract relating to the continued portion of the ~ontract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to ·agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price f6r such continued portion. NO LIMITATION OF RIGHTS: No.thing contained in this section shall limit or alter th~ rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled •suspension of Abandonment of the work and Amendment of Contract• or any other right which Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contrictor shall comply with federal, state, and local laws, ordinances, and re3ulations so as to protect person and property from injury, including death, or damage in connection with the work. C7-7 Cl)l PA~T C -_GENERAL CONDITIONS ca-a M~hSUREM~NT AND PAY~NT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.l MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Eng'ineer, based on measurements made by the Engineer. These measurements will be made according to the United Stat~s Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installt!d. CS-8.2 UNIT PRICES: When in the Proposal a •unit Price• is set forth, the said •unit Price• shall include the furnishing by the Contractor of all labor, -tools, materials, machinery, equipment, a?pliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract · Documents. The •unit Price• shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes _, and all other items not specifically mentioned that may be required to fu1ly construct each item of the work complete in place and in a satisfactory condition for operation. CB-8.3 LUMP SUM: When in the Proposal a •Lump Sum• is set forth, the sa-id "Lump Sum• shall represent the total cost for the Contractor to furnish all labor, tools, materials, ma=hTnery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. CS-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss clnd damage arising out of the nature of the wor~ or from the action of the ele~e~ts, for any unforeseen defects or obstructions w~ich may arise or be encountered during the prosecution of the work at any time ca-a c1i before its final acceptance by the Owne:, Cexce~t as provided in paragraph CS-5.14) for all risks of whateve~ des=ription connect~d with th e prosecution of the work, for all expense incurred by or in conseq u ence of suspension or discontinuance of such prosecution of the working operations as herein s9ecified, or a n y and all infringements of patents, trademar'<s, <:opyr i ghts, or other legal reserva::.ions, and for co~9leteing the work in _an acceptable manner according to the terms of the Contract D0cum2nts. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which d~fects, imperfection, or damage shall hava been discovered on or before the final inspection and acceptfnce of work or duri~g the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperf<ctions, or damage, and the Contractor shall be liable t~ th~ Own~r for failure to correct the sam~ as provided herein. C8-8.5 PARTIAL ESTIMATES ~ND RETAINAGE: Between the 1st and 5th day of each month the Contractor shall submit to the ~ngineer a statement showing an estimate of the value of the work done during t h e previous month, or estimate p~riod under the Contract Documents. Not later than the 10th day of the month the Engineer shall verify such estimate, and if it is · found to be acceptable and the value of work performed since the last p~rti~l payment was made eY.ceeds one hundred dollars (Sl-t}0.00) in amount, 90\ of such estimated sum will be paid to the Contr~ctor if the total contract amount is less than $400,000, or 95\ of such estimated sum will be paid to the Co~tractor if the total contract amount is $400,000 or greater within twenty-five (25) days aft~r the regular estimate period. The City will have the option of pr~paring estimates on forms furnished by t>le City. The partial estimate may include acceptable nonp~r ishable materials delivered to the work which are to be incorporate~ into the work as a permanent part thereof, but whic h at the the time of the estimate have not b~en install~d . (such pay~ent will be allowed on a basis of 85% of the net invoic2 value thereof.> T~e Contractor shall furnis h the Engi n eer such i n formation as he may request. to aid C 8-8 (2) - - - - --' him as a guid~ in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rende~ed following the discoyery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the O~ner of the amount of work done or of its quality of sufficiency, or as ari acceptance of the work done or the release of the Contractor of ·any of ~is responsibiliti~s under the Contract Documents. The City reserves the right to withhold the payment of any mont~ly e~timate if the contractor fails t~ perform the work strictly in accordance with the specifications or provisions of this contract. CS-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be h~ld in abeyance if the performance of the con~truction operations is not in accordance with the re~uirements of the Contract Oocu~ents. CB-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Docum~nts shall nave been completed and all requir:~ents of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final iisp~ction. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time ~ate such final inspection, and if the work is sitisfactory, in an acceptable condition, and his been comoleted in accordance with the terms of the Contract Doc~ments and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment th~~for as outlined in C8-8.8 below. CB-8.8 FINAL PAY~ENT: ~henever all the improvements provided for by the Contract Documents and all approved modifications ther~of shall hav~ been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computatio~s, and checks can be made. ~11 prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final paym:nt. C8-8 (31 The amount of the f i nal estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, wi ll be paid to the Contractor wi thin 6 0 days after final acceptance by the owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of pa y ment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the Ci ty, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the city of Fort Worth has been paid , and that here are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the ·owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of a n y guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said , requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. CS-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall const i tute an acceptance ·O f work not done in accordance with the Contract Documents or relieve the Contractor of liabil ity in respec~ to any express warranties or responsibility f or faulty materials or workmanship. The Contractor shall re medy an y de f ects or da ma ges in the work and C8-8 (4) .. pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final a=ceptance of the work unless a longer period is specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outline. The Owner w i 11 give notice of observe1 defects wi th reasonable promptness. C 8 -8 . 1 1 S U B S I D I A R Y WO R K : · A n y a n d a l 1 w o r }c, s p e c i f i c a 11 y governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific it~m for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price ~id in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C 8-8. 12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of matarial will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. cs~B.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop dra~ings and samples at .the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion o rt.he work. C6-8 (SJ -?- PART C1 -SUPPLEMENTARY CONDITIONS TO PART C SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C -GENERAL CONDITIONS A. General B. C. D. E. These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress . The estimate shall be proceeded by the City on the 10th day arid 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below . Partial pay estimates may include acceptable nonperishable materials delivered to the work · place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400 ,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five ( 5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished . · It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done ; shall not release the Contractor of any of its responsibilities under the Contract Documents . The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. Part C -General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-3 of Part D -Special Conditions. C3-3.11 INSURANCE : Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" C6-6.12 CONTRACTOR 'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: Revised 10/24/02 Pg. 1 Contractor co v enants and agrees to indemnify City 's engineer and architect, and their personnel at the project site for Contractor's · sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officyrs, servants and employees , from and against any and all claims or suits for property loss, property damage , personal injury, including death, arising out of, or . alleged to arise out of, the work and services to be performed. hereunder by Contractor, its officers, agents, employees , subcontractors , licensees or invitees , whether or not any such iniury. damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its offecers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers , servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract~ whether or not any such iniury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its offecers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a . release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. F. INCREASED OR DECREASED QUANTITIES : Part C -General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR DECREASED QUANTIT IES to read as follows : The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or pro visions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. G. · C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL INSURANCE REQUIREMENTS" a . The City, its officers , employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance Revised 10/24/02 Pg. 2 H. coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents , 1000 Throckmorton Street, Fort Worth, TX 76102 , prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d . Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice . shall be acceptable in the event of non-payment of premium . e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equi valent measure of financial strength and solvency. f. Deductible limits , or self-funded retention limits, on each policy must not exceed $10,000 .00 per occurrence unless otherwise approved by the City . g. Other than worker 's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h . Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss . l. Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents . C8-8.4 SCOPE OF PAYMENT : Delete C8-8.4, Scope of Payment at page C8-8(1) is Revised 10/24/02 Pg. 3 deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools , materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials , or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew , or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances , or any damage due or attributed to such defects ; which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. L C8-8 .10 GENERAL GUARANTY: Delete C8-8.10 , General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the following: Neither the final certificate of payment nor any pro vision in the Contract Documents, nor partial or entire occupancy or use o f the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship . The Contractor shall remedy any defects or damages in the work and pay for ahy 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 in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness . Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. Revised 10/24/02 Pg. 4 J. Part C-General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2 .7, C2-2.8 and C2-2 .9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered , accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P .O . Box 17027 , Fort Worth, Texas 76102 . C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud , the proposals for -, which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened . C2-2 .9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight ( 48) hours after the proposal opening time, no further consideration will be given to the proposal K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: l. Page C3-3(3); the paragraph after paragraph C3-3 .7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City , in its sole discretion, will determine the adequacy of the proof required herein . Revised 10/24 /02 Pg.5 L. 2. Pg. C3-3(5) Paragraph C3-3. l l INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.l l INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING". RIGHT TO AUDIT: Part C -General Conditions, Section C8 -8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8 .14 RIGHT TO AUDIT: (a) 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 normal 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 section. 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 the subcontract, 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 normal working hours to all subcontractor facilities ; and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. 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 the Contractor for the cost of copies as follows: 1. 50 copies and under -10 cents per page 2, More than 50 copies -85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project .construction operations . The contractor's attention is directed to paragraph C6-6.10 work within easements, page C6-6(4), part C -General Conditions of the Water Department General Contract Document and General Specifications. Revised 10/24/02 Pg . 6 . Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price pf the pipe. N. Reference Part C -General Conditions, Section C6-6 .8 BARRICADES, WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen . 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. 0. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: P. Reference Part C (General Conditions), Section C3-3 .2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE . COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in .its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts ( other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements ; further, any such misrepresentation ( other than negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than thee (3) years . 1th Revised 10/24/02 Pg. 7 Revised 10/24/02 Pg. 8 ... . , . . ' -8- PART D -SPECIAL CONDITIONS WATER DEPARTMENT PART D -SPECIAL CONDITIONS GENERAL ................................................................... : ...................................................... 3 COORDINATION MEETING .............................................................................................. 4 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW .................... .4 COORDINATION WITH FORT WORTH WATER DEPARTMENT ..................................... ? CROSSING OF EXISTING UTILITIES ............................................................................... 7 EXISTING UTILiTIES ANl'.YIMPROVEM~NTS .................................................................. 7 CONSTRUCTION TRAFFIC OVER PIPELINES ................................................................ 8 TRAFFIC CONTROL ................................................................................... , ..................... 8 DETOURS ......................................................................................................................... 9 EXAMINATION OF SITE ............................................................................................... 9 ZONING COMPLIANCE ................................................................................................ 9 WATER FOR CONSTRUCTION .................................................................................... 9 WASTE MATERIAL ....................................................................................................... 9 PROJECT CLEANUP AND FINAL ACCEPTANCE ...................................................... 10 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ................................. 10 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ............................ 10 BID QUANTITIES ......................................................................................................... 11 CUTIING OF CONCRETE .......................................................................................... 11 PROJECT DESIGNATION SIGN ................................................................................. 11 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...................................... 11 MISCELLANEOUS PLACEMENT OF MATERIAL ....................................................... 12 CRUSHED LIMESTONE BACKFILL ............................................................................ 12 2 :27 CONCRETE ......................................................................................................... 12 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ......................................... 12 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS ............ 14 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) ...... : ......... 14 SANITARY SEWER MANHOLES ................................................................................ 15 SANITARY SEWER SERVICES .................................................................................. 18 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES ................ 19 DETECTABLE WARNING TAPES ............................................................................... 21 PIPE CLEANING .......................................................................................................... 22 DISPOSAL OF SPOIL/FILL MATERIAL ....................................................................... 22 MECHANICS AND MATERIALMEN'S LIEN ................................................................. 22 SUBSTITUTIONS ........................................................................................................ 22 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEV\/ER ............. 22 VACUUM TESTING OF SANITARY SEWER MANHOLES .......................................... 25 BYPASS PUMPING ..................................................................................................... 26 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER. .......... 27 SAMPLES AND QUALITY CONTROL TESTING ......................................................... 28 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ................................................................ 29 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................ 30 PROTECTION OF TREES, PLANTS AND SOIL. ......................................................... 30 SITE RESTORATION .................................................................................................. 31 CITY OF FORT WORTH STANDARD PRODUCT LIST .............................................. 31 TOPSOIL, SODDING, SEEDING & HYDROMULCHING ............................................. 31 CONFINED SPACE ENTRY PROGRAM ..................................................................... 36 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ............................ 36 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) ...................... 36 CONCRETE ENCASEMENT OF SEWER PIPE .......................................................... 37 CLAY DAM ................................................................................................................... 37 EXPLORATORY EXCAVATION (D-HOLE) ....................... : .......................................... 37 INSTALLATION OF WATER FACILITIES .................................................................... 38 Polyvinyl Chloride (PVC) Water Pipe ........................................................................... 38 11/29/04 SC-1 52.2 52 .3 52.4 52.5 52.6 52.7 52.8 52.9 52.10 52 .11 52 .12 ~ 0-53 D-54 0-55 0-56 0-57 D-58 D-59 PART D -SPECIAL CONDITIONS Blocking ....................................................................................................................... 38 Type of Casing Pipe ..................................................................................................... 38 Tie-lns .......................................................................................................................... 39 Connection of Existing Mains .................................................................................. , .... 39 Valve Cut-Ins ............................................................................................................... 39 Water Services ............................................................................................................. 39 2-lnch Temporary Service Line .................................................................................... 41 Purging and Sterilization of Water Lines ..................................................................... .42 Work Near Pressure Plane Boundaries ........................................................................ 42 Water Sample Station .................................................................................................. 43 Ductile Iron and Gray Iron Fittings ................................................................................ 43 SPRINKLING FOR DUST CONTROL .............. ~ ........................................................... 44 DEWATERING ............... : ............................................................................................. 44 TRENCH EXCAVATION ON DEEP TRENCHES ........................................................ .44 TREE PRUNING .......................................................................................................... 44 TREE REMOVAL ......................................................................................................... 45 TEST HOLES ............................................................................................................... 45 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION ........................................................................................................ 45 TRAFFIC BUTTONS .................................................................................................... 46 SANITARY SEWER SERVICE CLEANOUTS .............................................................. 46 TEMPORARY PAVEMENT REPAIR ............................................................................ 47 CONSTRUCTION STAKES ......................................................................................... 47 E ASEMENTS AND PERMITS ........................................................ : ....................... : .... .47 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ................................................ 49 WAGE RATES ..................................................... · ....................... : ............................... 49 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ..................................... 51 s-tORM WATERr PGE!lU-T fot~fPREVENTIONl FOR D1ST8Rf3l;D AREAS G"REATER , HAN .1 ACRE).·: ... ' ...................................... : .. · .......... · ............... · ....................... · ................ 50 COORDINATION WITH THE CITY 'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS .................................................................................... 52 D-69 0-70 0-71 0-72 0-73 ADDITIONAL SUBMITIALS FOR CONTRACT AWARD ................................................. 52 EARLY WARNING SYSTEM FOR CONSTRUCTION ..................................................... 52 AIR POLLUTION WATCH DAYS ..................................................................................... 53 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS .......................................... 53 11 /29/04 SC-2 .- PART D -SPECIAL CONDITIONS This Part D -Special Conditions is complimentary to Part C -General Conditions and Part C1 - Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any provision in Part C -General Conditions and part C1 -Supplementary Conditions to Part C of the Contract are to be read together. Any conflict between Part C -General Conditions and Part C1 -Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: CLEAR FORK DRAINAGE BASIN SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 1 FORT WORTH, TEXAS DOE PROJECT NO. 4096 WATER DEPARTMENT PROJECTS NO . P258-707170043783 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below : 1. Plans 2. Contract Documents 3. Special Conditions The following Special Cpnditions shall be applicable to this project under the provisions stated above . The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes . Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations , requirements, instructions, drawings or details referred to by manufacturers name, or · identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Departmer:it General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2 . STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH CENTRAL TEXAS 11 /29/04 SC-3 PART D -SPECIAL CONDITIONS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents . A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102 . The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders · shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless ·it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere · fact that a proposal was dispatched will not be considered . The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. 8 . WITHDRAWING PROPOSALS : Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals . A request for non-consideration of a proposal must be made in writing , addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non - consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may , af the option of the Owner, be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time , and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time . If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The con t ractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 11 /29/04 SC-4 PART D -SPECIAL CONDlTlONS 1. Certification of coverage ("certificate"). A copy of a certificate of insurance , a certificate of authority to self-insure issued by the commission , or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84 ), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the · project. 2. Duration of the project -includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. · 3 . Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees . This includes, without limitation, independent contractors, subcontractors, leasing companies , motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation , providing, hauling , or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets . B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C . The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract . D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period , file a new certificate of coverage with the governmental entity showing that coverage has been extended . E. The Contractor shall obtain from each person providing services on a project, and provide the · governmental entity : · 1.' A certificate of coverage , prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. · The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G . The contractor shall notify the governmentc;1l entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known ,, of any change that materially affects the provision of coverage of any person providing services on the project. 11 /29/04 SC-5 PART D -SPEClAL CONDITIONS H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission , informing all persons providing services on the project that the y are required to be covered , and stating how a person may verify coverage and report lack of coverage . · I. The contractor shall contractually require each person with whom it contracts to provide services on a project , to : 1. Provide coverage , based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code , Section 401 .011 ( 44 ) for all of its employees providing services on the project , for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extensio n of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4 . Obtain from each other person with whom it contracts, and provide to the Contractor: a .) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing ex;tension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certifica tes of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1 )-(7), with the certificates of coverage to be provided to the person for whom they are providing services . 8. By signing this contract or providing or causing to be provided a certificate of coverage, . the contractor is represe nting to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation . Providing false or misleading information may s u bject the contractor to administrative, criminal, civil "penalties or other civil actio ns . 9. The contractor's failure to comply w ith any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity . 11/29/04 SC-6 PART D -SPECIAL CONDITIONS J . The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage . This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules . This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type , and shall be in both English and Spanish and any other language common to the worker population . The text for the notices shall be the following text, without any additional words or changes : "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials , or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage , to verify whether your employer has provided the required coverage , or to report an employer's failure to provide coverage". D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project , it will be necessary to deactivate , for a period of time , existing lines . The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines . D-5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9. feet barrel to barrel , the sanitary sewer or sanitary sewer service line shall be made watertight or be · constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping . Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Backfill , fittings, tie-ins and all other associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid in the Proposal for each bid item . D-6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures . However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans , or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines , or other property ex osed by his construction operations.. Contractor shal r,,ake all necessary provisions (as approvecj or au_thorized by the applicaole utility company) fo n the support, protection and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains , sanitary sewer lihes, electrical cables , drainage pipes , and all othe n ti it" s and structures both above and b~low ground during. construction. It is understood that the 11 /29/04 SC-7 PART D -SPECIAL CONDITIONS Contractor is riot responsible ,for the permanent relocatiOD of existing util ities in direcf connict w!tn lb@ ogose o strucf The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction , or better, unless otherwise shown or noted on the plans, at his own cost and expense . The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. . The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth ; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground . 0-7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction ve h icles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads . The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City . In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed . It still is , however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation . 0-8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways ," codified as Article 6701d Vernon's Civil Statutes , pertinent sections being Section Nos . 27, 29, 30 and 31 . · A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817) 871 -8770, at the pre -co nstruction conference. Although work will not begin until the 11/29/04 SC-8 PART D -SPEClAL CONDITIONS traffic control plan has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 871-7738) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place ·until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The cost of the traffic control is subsidiary work and the cost of same shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. D-9 DETOURS The contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic .and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area . D-10 EXAMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-11 ZONING COMPLIANCE During the construction of this project, the Contractor shall coniply with present . zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes . D-12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. D-13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contra'ctor at locations approved by the Engineer. All material shall be disposed of in such a 11/29/04 SC-9 PART D -SPECIAL CONDITlONS manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. 0-14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to : • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. I Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right- of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and if! general preparing the site of the work in an orderly manner and appearance. The City of Fort Worth Department of Engineering shall give final acceptance of the completed project work. 0-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK D-16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES Ttie following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters . that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING -UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections . 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCORE) who will erect temporary mechanical barriers, de- energize the lines, or raise or lower the lines. The work done by the power company shall 11/29/04 SC-10 PART D -SPECIAL CONDITIONS not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to ONCORE, and shall record action taken in each case . 4. The Contractor is required to make arrangements with the ONCORE company for the temporary relocation or raising of high voltage lines _at the Contractor's sole cost and expense. , 5 . No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). 0-17 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities . There is no limit to which a bid item can be increased or decreased . Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities . To the extent that C4-4.3 conflicts with this provision, this prov ision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. 0-18 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. 0-19 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shall be in accordance with the attached Figure 30 {dated 9-18-96). The signs may be mounted on skids or posts . The Engineer shall approve the exact locations and methods of mounting . In addition to the 4' x 8' project signs , project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted . Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0 " in size. The information box shall have the following information: For Questions on this Project Call: (817) 871-8306 M-F 7:30 am to 4 :30 p.m . or (817)871-8300 Nights and Weekends Any and all cost for the required materials , labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed . D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be . placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be 11 /29/04 SC-11 PART D -SPECIAL CONDITIONS : installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502 . Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item· for concrete sidewalk or driveway repair. 0-21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract · Documents regardless of the actua l amount used for the project. 0-22 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 -Materials and Division 2 Item 208.3 -Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, and General Contract Documents. 0-23 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2 :27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein . 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Con tractor's own . All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 11 /29/04 SC-12 PART D -SPECIAL COND1Tl0NS 8 . Such evidence shall be a test report from an independent testing laboratory and must include representative samples of so ils in all involved areas, with a map showing the location and depth of the various test holes . If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements . When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces , lumps of clay, soil, loam or vegetable matter and ·shall meet the following gradation: • Less than 10% passing the #200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 All ot~er provisions of this section shall remain the same. 3 . TRENCH COMPACTION : All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S .T.M . 0698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires , provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S .T.M. standards on all · trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested . No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4 . MEASUREMENT AND PAYMENT: All material , with the exception of Type "B" backfill, and labor costs of excavation and backfill will be included i n the price bid per linear foot of water and sewer pipe . Type "B" backfill shall be paid for at a pre-bid unit price of $15 .00 per cubic yard . 11129104 SC-13 PART D -SPECIAL CONDITlONS D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or supe rior in composition, thickness, etc ., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 2000-1 through 2000-3. The results of the street cores tha t were conducted on the project streets, to determine HMAC depths on existing streets , are prov ided in these specifications and contract documents. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls . The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends . It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width . Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall t hen be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving . If paving conditions are not suitable for repaving, in the opinion of the Owner, the repav ing shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering . D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL: This specification covers the trench safety requirements for all trench · excavations exceeding depth of five (5) feet in order to protect workers from cave-ins .. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P -Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS : 11/29/04 SC-14 PART D -SPECIAL CONDITlONS 1. TRENCHES -A trench is referred to as a narrow excavation made belo.w the surface of the ground in which the depth is greater than the width , where the width measured at the bottom is not greater than fifteen ( 15) feet. 2 . BENCHING SYSTEM -Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels . 3. SLOPING SYSTEM -Sloping means excavating to form sides of a trench that are inclined away from the excavation . 4. SHIELD SYSTEM -Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure . Shields can be permanent structures or can be designed to be portable and move along as the work progresses . Shields can be either pre-manufactured or job-built in accordance with OSHA standards . 5 . SHORING SYSTEM -Shoring means a structure such as a metal hydraulic , mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical ra ils, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT -Trench depth is the vertical measurement from the top of the existing ground to the bottom of embedment or bottom of excavation . The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT -Payment shall be full compensation for safety system design, labor, tools, materials ; equipment and incidentals necessary for the installation and removal of trench safety systems . D-27 SANITARY SEWER MANHOLES A. GENERAL: The installation , replacement , and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc ., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all , lines at every open manhole under construction in order to keep debris out of the dry sewer lines . The plugs shall not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of additional construction. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be 11 /29/04 installed in all sanitary sewer manholes . Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. SC-15 PART D -SPECIAL CONDITIONS 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole sha ll be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground . Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shaUbe checked for proper slope and grade by string lining the entire area regarded near the manhole . Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade . 5. MANHOLE COVERS : All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design , or equal , with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1 /8-inch gap between the frame and cover. Bearing surfaces shall be machine finished .. Locking manhole lids and frames w ill be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certain teed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified . 6. SHALLOW CONE MANHOLES : Shallow manhole construction will be used when manhole depth is four ( 4) feet or less . All shallow cone manholes shall be built in accordance with Figure 105. A ll shallow .cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE ~ 06 WILL NOT BE ALLOWED . 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole . 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed 0-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements . The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. '- B. EXECUTION: 11/29/04 SC-16 PART D -SPECIAL CONDITIONS 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud , or other foreign matter. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean . Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES : Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced . Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section . Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inche,s below the frame . If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame . Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris . Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smooth working surface . If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas , castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface . The top of the casting shall be 1/8 inch below the finished elevation . Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol ", or equal , to a minimum of 14 mils dry film thickness. A. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1 /2-inch thick coat of trowelable bitumastic joint 11 /29/04 SC-17 PART D -SPECIAL CONDITIONS sealant from 6-inches below to 6:-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: T he price bid for new manhole installations shall include all labor, equipment , and mate rials necessary for construction of the manhole including, but not limited to, joint sealing , lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for reconstruction of existing manholes shall include all .labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement , which if required, shall be paid separately. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lift hole sealing, and exterior surface coating . Payment for concrete collars will be made per each . Payment for manhole inserts will be made per each . · 0-28 SANITARY ,SEWER SERVICES Any reconnection , relocation, re-routes, replacement , or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees . City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case:..by-case basis . The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connect ions shall be maintained as specified in section C6-6.15 . D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap . The fi tt ings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications , all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four ( 4 ) feet of service line which is included in the price bid for Sanitary Sewer Taps. Paymen t for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as 11 /29/04 SC-18 ~- PART D -SPECIAL CONDITlONS approved by the Engineer. For situations involving sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de- holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is not satisfied. If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied . Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re-routes that are not installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained from the City of Fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer re-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps . D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer: This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2. 7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 11/29/04 SC-19 PART D -SPECIAL CONDITIONS A SALVAGE OF EXISTING WAT ER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2 -1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WAT ER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1 .5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade . The concrete vault sha ll then be backfilled and compacted in accordance with backfill method as specified in Section E2-2 .9 Backfill. Backfill material shall be suitable excavated material approved by the Eng ineer. Surface restoration shall be compatible with existing surrounding surface and grade. C . SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials . The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade . D . SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1 .5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2 .9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and · grade. If the valve is in a conc rete vault, the vault shall be demolished in place to a point no less than 18" below final grade . E. ABANDONMENT OF EXISTING GATE VALVE : Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade . Concrete shall then be used as backfill material to match existing grade. F . ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vau lt walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade . G . ABANDONMENT OF MANHOLES : Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete . Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade . The structure shall then be backfilled and compacted in. accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s ) and all other appurtenances required, shall be included in the appropriate bid item -Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full 11129104 SC-20 PART D -SPECIAL CONDIT IONS barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill , as approved by the Engineer. Surface restoration shall be compatible with surrounding surface . I. CUTIING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required . J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe . All removed valves , fire hydrants and meter boxes shall be delivered to Water Department Field Operation , Storage Yard . C . PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location . Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e ., when removal requires a separate trench). L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. D-30 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic ·water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2~ pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Water Safety Blue Sewer Safety Green Legends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances requ ired shall be included in the unit price bid for the appropriate bid item(s). 11/29/04 SC-21 PART D -SPECIAL CONDITIONS D-31 PIPE CLEANING · Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during ins tallation . A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage . D-32 DISPOSAL OF SPOIL/FILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department , acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No . 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodpla in . Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain . Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense . In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering De partment, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section . D-33 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D-34 SUBSTITUTIONS T he specifications for materials se t out t he minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material, which has been specified. Where the term "or equal ", or "or approved equal" is used, it is understood that if a material , product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use , the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute . Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or . material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal , and the Engineer, as the representative of the City , shall be the sole judge of the accepta bility of substitutions . The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement , cured-in-place pipe , fold and form pipe, slip -line, etc.), shall be cleaned, arid a television inspection performed to identify any active sewer service taps , other sewer laterals and their location. Wo rk shall consist of furnishing all labor, material, and equipment 11/29/04 SC-22 PART D -SPECIAL CONDITIONS necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation . The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned . Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream . The equipment shall carry its own water tank, auxiliary engines , pumps, and hydraulically driven hose reel. · Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed, is used, special precautions to prevent flooding of the sewers and public or private property shall be taken . The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2 . CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire sectiqn cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRJS REMOVAL AND DISPOSAL : All sludge, dirt, sand, rock, grease, and other solid or · semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passi'ng material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4 . All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City . 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6 .. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the 11129104 SC-23 PART D -SPECIAL CONDITIONS camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engi neer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection . B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps . In no case will the television camera be pulled at a speed greater than 30 feet per minute . Manual winches, power winches, TV cable , and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line , telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew . The importance of accurate distance measurements is emphasized. All television inspection videotapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device . Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed . Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera . The methods used for securing passage of the camera are to be at the option of the Contractor. · The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection . 2 . DOCUMENTATION: Television Inspection Logs : Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as loca ti ons of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm , or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4 . VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of prob lem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded . The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be reta ined a maximum of 30 calendar days. 11 /29/04 Equipment shall be provided to the City by the Contractor for review of the tapes . The Engineer will return tapes to the Contractor upon completion of review. Tapes shaU not SC-24 PART D -SPECIAL CONDITIONS be erased without the permission of the Engineer . If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera . THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review . All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised . The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site . Television inspection shall include necessary cleaning (hydraulic jet o"r mechanical cleaner) to provide video image required for line analysis . The primary purpose of cleaning is for television inspection and rehabilitation ; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections . The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-36 VACUUM TESTING OF SANITARY SEWER MANHOLES D. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION:· 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged , and all drop-connections and gas sealing connections shall be installed prior to testing . 11/29/04 SC -25 PART D -SPECIAL CONDITIONS The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc . The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C 1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (1 O"Hg -9"Hg) (SEC) Depth of MH. 48-lnch Dia. 60-lnch Dia. (FT.) Manhole Manhole Oto 16' 40 sec. 52 sec. 18' 45 sec . 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. 24' 59 sec . 78 sec. 26' 64 sec . 85 sec. 28' 69 sec. 91 sec. 30' 74 sec . 98 sec. For Each 5 sec. 6 sec . Additional 2' 1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until it has successfully passed the test. · Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. 0-37 BYPASS PUMPING The Contractor shall bypass the · sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without 11/29/04 SC-26 PART D -SPECIAL CONDITIONS interrupting flow in the bypass system . Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line . D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an independent sub-Contractor hired by the prime Contractor. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection . C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewe r service taps. In no case will the television camera be pulled at a speed greater . than 30 feet per minute. Manual winches, power winches , TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. 11/29/04 When manually operated winches are used to pull the television camera through the line , telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew . The importance of accurate distance measurements is emphasized . All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like , which would require interpolation for depth of manhole, will not be allowed., Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the · passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints . The television inspection must be done immediately following the lacing of the main with no water flow . If sewer is active , flow must be restricted to provide '.a clear image of sewer being inspected. SC-27 PART D -SPECIAL CONDITlONS 2. DOCUMENTATION: Telev ision Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations . 4 . VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded . The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes . Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Eng ineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection . shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item -Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents . All bypass pumping shall be incidental to the project. D-39 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken . The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. 8. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are 11/29/04 SC-28 PART D -SPECIAL CONDITI_ONS to be used later in the concrete . The Contractor shall provide a certified copy of the test results to the City . C . Quality control testing of in-place material on this project will be performed by the city at its own expense . Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City . The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing . The Contractor shall provide access and trench safety system (if required) for the site to be tested , and any work effort involved is deemed to be included in the unit price for the item being tested . E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site . The ticket shall specify the name of the pit supplying the fill material. 0-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) A. DESCRIPTION : This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations . The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch , plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS : The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way , clearing and grubbing , the surface area of erodible-earth material exposed by excavation , borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contam ination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams , sediment basins, slope drains and use of temporary mulches, mats , seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features , but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing a_nd grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading , mulching , seeding , and other such permanent pollution-control measures current in accordance with the accepted schedule . Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment ·entering streams. 3. Frequent fordings of live streams will not be permitted ; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary . Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams . 11 /29/04 SC-29 PART D -SPECIAL CONDITIONS 4. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream . Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels , oils , bitumen, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work , materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work . 0-41 INGRESS ANO EGRESS/OBSTRUCTION OF ACCESS TO DRIVES . The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. 0-42 PROTECTION OF TREES, PLANTS ANO SOIL All property along and adjacent to the Contractors ' operations including lawns, yards, shrubs, trees , etc., shall be preserved or restored after completion of the work , to a condition equal to or better than existed prior to start of work . Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners ' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. By ordinance , the Contractor must ob tain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by t he National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Soc iety of Arboriculture . Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus , all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cos t of the project. 11/29/04 SC-30 PART D -SPECIAL CONDITIONS D-43 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements. D-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil , Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum . six (6) inches of compacted depth of topsoil parkways . 2 . SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. · MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile . Sod to be placed during the dormant state of these grasses sh~II be alive and acceptable . Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two {2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. · The . sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted . Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn . 11/29/04 SC-31 PART D -SPECIAL CONDITlONS Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting . Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated . CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass . a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve ( 12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximate ly three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows . The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be s·o placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun . Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance . The sodded areas shall be thoroughly watered immediately after they are planted and i- shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth . 3. SEEDING DESCRIPTION : "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS : a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas 11129104 SC-32 PART D -SPECIAL CONDIT IONS Seed Law . Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity germination: Common Name Purity Germination Common Bermuda Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Dates Feb 1 to May 1 Mixture for Clay or Tight Soils (Eastern Sections) Bermudagrass 40 Buffalograss 60 (Western Sections) Buffalograss 80 Bermudagrass 20 Total: 100 Total: 100 Table, 120.2.(2)b Mixture for Sandy Soils (All Sections) Bermudagrass 60 Buffalograss 40 Total: 100 TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates Aug 15 to · May 1 (All Sections) Tall Fescue Western Wheatgrass Annual Rye Total: 50 50 50 · 100 and CONSTRUCTION METHODS : After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described . a . Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b . Finishing . Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed . If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same 11/29/04 SC-33 PART D -SPECIAL CONDITIONS time provided the specified uniform rate of application for both is obtained . "Finishing" as specified in Section 0-45, Construction Methods, is not applicable since no seed bed preparation is required . DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth Of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed . The area shall then be finished to line and grade as specified under "Finishing" in Section 0-45, Construction Methods. The seed , or seed mixture , specified shall then be planted at the rate required and the application shall be made uniformly . If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch .. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type . All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one ( 1) inch in diameter, or they shall be removed . The area shall then be finishe d to line and grade as specified under "Finishing" in Section 0 - 45, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six.(6) inches is thoroughly mo istened . After the watering, when the ground has become sufficiently dry to be loose and pliable , the seed, or seed mixture specified , shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks . In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a .minimum of six (6) inches in depth . The application of asphalt sha ll follow the last watering as rapidly as possible . Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES : Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as li sted in Table 120 .2(2)a . The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration . * Slit-seeding , is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cult packer wheel. 11 /29/04 SC-34 - PART D -SPECIAL CONDITIONS 4 . HYDROMULCH SEEDING: If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and tiave a germination rate of 90%. Contractor shall ensure that the grass establishes . 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications . MATERIALS : All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance_ with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists . In the event it is necessary to substitute a fertilizer of a different analysis , it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS : When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution offertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings , fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site . Measurement will be made only on topsoils secured from borrow sources . / Acceptable material for "Seeding" will be measured by the linear foot, complete in place . Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding . PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading , hauling , placing and furnishing all -labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. 11 /29/04 SC-35 PART D -SPECIAL CONDITIONS "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place , as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping ; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified , as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows : Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. 0-46 CONFINED SPA<;E ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "perm it required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM " for all applicable manhol_es and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in con fi ned spaces. 0-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 7. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete . 8. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 9. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 10 . Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies, which are discovered at the time of final inspection, 11 . Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C -GENERAL CONDITIONS. 0-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering . 11 /29/04 SC-36 - - - - PART D -SPECIAL CONDITIONS 2. Any and all trees located within the equipment operating area at each work site shall , at the direction of the Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3 . Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings , the "short tunnel" method using Class 51 0.1. pipe shall be utilized . 7. Except in areas where clearing is allowed, all tree.sup to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. ' 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures . 9 . Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted . D-49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-50 CLAY DAM Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction , figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation . D-51 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item 0-6. At locations identified on the drawings , contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory exc·avation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in 11/29/04 SC-37 PART D -SPECIAL CONDITIONS conflict with the proposed facility , the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole ). Payment shall not be made for verification of existing utilities per item 0-6 . Payment for exploratory excavation (D-Hole ), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials , excavation, surface restoration, field surveys , and all incidentals necessary to complete the work, shall be the unit price bid . No payment shall be made for exploratory excavation(s) conducted after construction has begun . D-52 INSTALLATION OF WATER FACILITIES 11/29/04 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill , bedding, blocking , detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 52.2 Blocking Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting . No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the · linear foot bid price of the pipe or the bid price of the valve. 52.3 Type of Casing Pipe 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above . C. Minimum thickness for casing pipe used shall be 0.375 inch . Stainless Steel Casing Spacers ( centering style) such · as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing . Installation shall be as recommended by the Manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E 1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. SC-38 11/29/04 PART D -SPECIAL CONDITIONS 52.4 Tie-Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction . The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph CS-5.15 INTERRUPTION OF SERVICE, Page . CS-5(5), PART C -GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection~ Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 52.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items . 52; 7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Qocuments. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. SC-39 PART D -SPECIAL CONDITIONS All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required , and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Sect ion C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS : Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings , type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to fiv·e (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 1. WATER SERVICE RECONNECTION : Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruct ion . The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop . The contractor will be paid for one ( 1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches , as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line exten.ded f rom the service tap through the meter. Only relocations made perpendicular to this cente rline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. 11 /29/04 When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings , five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price SC-40 PART O -SPECIAL COND1Tl0N$ bid for the service meter relocation. All other costs will be included in other appropriate bid item( s ). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any t ime . Locations with multiple service branches will be paid for as one service meter and meter box relocation . 4. NEW SERVICE : When new services are required the contractor shall install tap saddle (when required), corporation stop , type K copper service line, curb stop with lock wings, and meter box . Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A-Reinforced Plastic Water Meter Boxes . Payment for all work and materials such as backfill, fittings, type K copper tubing , and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops , and fittings shall be included in the price bid for Service Taps to Mains . Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 1. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches . Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2 . MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 52.8 2-lnch Temporary Service Line A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coo rdinating the schedule of the temporary service connections and permanent service reconnections with the building owners and . the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. 11 /29/04 A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. SC-41 PART D -SPECIAL CONDITlONS The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap . This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines . Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible . At the pre-construction conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 11 /29/04 52.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herei n . The City will provide all water for INITIAL cleaning and sterilization of water lines . All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities .to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine . Chlorinated water shall be disposed of in the sanitary sewer system . Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 52 .10 Work Near Pressure Plane Boundaries SC-42 11 /29/04 PART D -SPECIAL COND1Tl0NS Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary . Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 52.11 Water Sample Station GENERAL : All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of cha rge ; however, the Contractor will be required to pick up this item at the Field Operations Warehouse . PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the in?tallation tap saddle (if required), corporation stops , and fittings shall be included in the price bid for Service Taps to Main . Payment for all work and materials necessary for the installation of the sampling station, concrete support block , curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station , modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampl ing station shall be included in the price bid for Water Sample Stations. 52.12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7 .11 Cast Iron Fittings : E2 -7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS : All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E 1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories , polyethylene wrapping, horizontal concrete blocking , vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall . be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping , horizontal concrete blocl<ing, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. SC-43 PART D -SPEClAL CONDITIONS 0-53 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply . However, no direct payment will be made for this item and it shall be considered to this contract. 0-54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations . The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers . Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. 0-55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction . Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment sha ll be allowed for this special condition . 0-56 TREE PRUNING A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibrato ry Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 3. Steel 'T' = Bar stakes, 6 feet long . 4 . Smooth Horse-Wire : 14 -1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging : 'Tundra" weight, International fluorescent orange or red color. 6. Combination Fence : Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 11/29/04 7. Survey and stake location of root pruning trenches as shown on drawings. 8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in · order to minim ize damage to the undisturbed root zone . 9. Backfill and compact the trench immediately after trenching. SC-44 PART D -SPECIAL CONDITIONS 10 . Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 11 . Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 12. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods , equipment and protection . E. MULCHING : Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subs idiary to the projest contract price. D-57 TREE REMOVAL Trees to be removed shall be removed using applicable methods, including stump and root ball removal , loading , hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried . The Contractor shall immediately repair or replace any damage to utilities and private property including , but not limited to, water and sewer services , pavement, fences, walls, sprinkler system piping, etc ., at no cost to the Owner. All costs for tree removal, including temporary service costs , shall be considered subsidiary to the project contract price and no additional payment will be allowed . D-58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders , and any bidder on this project shall submit his bid under this condition . Whether prospective bidders perform this subsurface exploration jointly or independently , and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders . If test borings have been made and are provided for bidder's information , at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation , as shown on the boring logs . It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances , if required, shall be included in the linear foot bid price of the pipe . D-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows : 11 /29/04 SC-45 PART D -SPECIAL CONDITIONS The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the proj ect area. The flyer shall be prepared on the Contractor's letterhead and shall include the follow ing information : Name of Project, DOE No ., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached . The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspecto r. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, the con tractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The flyer shall be prepared on the con t ractor's letterhead and shall include the following information: Name of the project, DOE number, the date of the interruption of service, the period the interruption will take place , the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached . A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed . The contractor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Construction office at (817) 871-8306. All work involved with the notification flye rs shall be considered subsidiary to the contract price and no additional compensation shall be made . D-60 TRAFFIC BUTTONS The remova l and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact SSMD at (817) 871-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. D-61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as driveways, streets, sidewalks, etc. whenever possible . When it is not possible, the cleanout stack and cap shall be cast iron. Payment for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service Cleanouts. 11/29104 SC-46 PART D -SPECIAL CONDITIONS D-62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization . No additional compensation shall be made for maintaining the temporary pavement. D-63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework . These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving . It shall be the sole responsibility of the Contractor to preserve, maintain , transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished . If the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed , or disturbed , to prevent the proper prosecution and control of the work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. D-64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction , right-of-entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shali be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained , are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Parngraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the 11 /29/04 SC-47 PART D -SPECIAL CONDITlONS Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required . No additional payment will be allowed for this item. The City has_ obtaine? the _necessa ry documentation for railroad ~nd/or ~i~hwai pe,~n:,j s r~,S,~red for c;onstruct1o n of this proJect. The Contractor shall be responsible for l h.9rqug!jly..rev1ew D-91 mrafil§!~n~ffrg arif! complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for aH~a9.men during cons!~uc~on in railroa ~agenc:t !1ght~of-way. ~or railroad R,ermi ~t,,,~nr"~~~. all .[:~ilr<a~<'.J. ·ir surc!~e~pg,~!_~.,ag i:L · ,,g!; .. ·~ ciq1nt . ""· ~ ,., ' ' ~J tttr '%.9Jl91t1e.~s ~§s9g1a t~d wit~ p~r!]1Jt~§ . 0 . e svl?'siqjFify"tq the pl,, 'te !lli:Qrice for bori qgJ.=~· ~~~slh!his 'ite ruJ D-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction confere nce has been held but before construction is allowed to begin on this project a public meeting wi ll be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date , and answer any construction related questions. Every effort will be ma de to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. D-66 WAGE RATES Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevaiiing Wage Rates . The contractor shall comply with all requi rements of Chapter 2258, Texas Government Code (Chapter 2258), 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 p revailing wage rates are included in these contract documents . 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. 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 31st 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 an d any affected worker of its initial determination . Upon the City 's determination that there is good cause tq believe the contractor or subcontractor has v iolated Chapter 2258, the City sh all 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. Arbitration Required if Violation No t Resolved. 11 /29/04 SC-48 PART D -SPECIAL CONDITIONS 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 subm itted 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 do 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 . 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 tha 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 prov isions of the Audit section of these contract documents shall pertain to this inspection . Pay Estimates. With each partial payment estimate 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 . Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times . 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 . (Wage rates are attached at the end of this section.) (Attached) 0-67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61 , Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance , regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A N ES HAP notification must be filed with the Texas Department of Health . The notification must be filed at least ten days prior to removal of the material. If it remains in its non -friable <state, as defined by the NESHAP , it can be 11129104 SC-49 PART D -SPECIAL CONDtTtONS disposed as a conventional construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand p ressures . C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable . The Excavator is responsible to employ those means , methods , techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excava tor. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents. 0-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Co mmission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that; if properly utilized, can minimize the need for physical controls and possible reduce costs . The methods of control shall result in . minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOi): If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee . The NOi shall be mailed to: 11 /29/04 Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 SC-50 PART D -SPECIAL CONDITIONS P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOi shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P .O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES : A Notice of Intent (NOi) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP . Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized . SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOi form is not required . However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above . A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities . The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes , rock 11129104 SC-51 PART D -SPECIAL CONDITIONS berms , diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection , stabilized construction e ntrances, seeding , sodding , mulching , soil retention blankets , or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment reten ti on of _70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION : Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. 0-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative . The Contractor may obtain a hydrant water meter from t he Water Department for use during the life of named project. In the event the Contractor require s that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative . The Contractor shall not operate water line valves of existing water system. Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28 .03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to requi re any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in sole discretion may require, including but not limited to m anpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame . Based upon the City's assessment of the submi tted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may be grounds for rejecting the apparent low bidder as non-responsive . Affected contractors will be notified in writing of a recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the comp letion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change ord er), the following proactive measures will be taken : 1. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that , within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time . In the event the contractor receives such a letter, the contractor shall 11 12 9104 SC-52 PART D -SPECIAL CONDITIONS provide to the City an updated schedule showing how the project will be completed within the contract time. 2 . The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation . If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Departm·ent's Public Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. D-72 AIR POLLUTION WATCH DAYS The Contractor shall .be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m . -10:00 a.m . being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION .. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m . on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shaUnot begin work until 10:00 a .m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a .m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m . -6 :00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the al lowable weather days of a given month . D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as follows : 11/29/04 1. The street permit fee is $50.00 per permit with payment due at the time of permit application . 2 . A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re-inspection . SC-53 PART D -SPECIAL CONDITIONS Payment by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 11129/04 SC-54 PART D -SPECIAL CONDITIONS Classifications Hrly Rts Classifications Hrly Rts Air Tool Operator $10 .06 Milling Machine Operator, Fine Grade $11 .83 Asphalt Raker $11 .01 Mixer Operator $11 .58 Asphalt Shoveler $8 .80 Motor Grader Operator (Fine Grade) $15 .20 Asphalt Distributor Operator $13.99 Motor Grader Operator, Rough Oiler $14 .50 Asphalt Paving Mach ine Operator $12.78 Painter, Structures $13.17 Batching Plant Weigher $14 .15 Pavement Marking Machine Oper. $10.04 Broom or Sweeper Operator $9 .88 Pipe Layer $11.04 Bulldozer operator $13 .22 Roller, Steel Wheel Plant-Mix $11 .28 Pavements Carpenter (Rough) $12.80 Roller, Steel Wheel Other Flatwheel or $10.92 Tam in Concrete Fin isher-Paving $12 .85 Roller, Pneumatic , Self-Propelled $11 .07 Sera er Concrete Fin isher -Structures $13 .27 Reinforcing Steel Setter (Paving) $14 .86 Concrete Paving Curbing Mach . Oper. $12 .00 Reinforcing Steel Setter (Structure) $16.29 Concrete Paving Finishing Mach . Oper. $13.63 Scraper Operator $11.42 Concrete Paving Joint Sealer Oper. $12 .50 Servicer $12.32 Concrete Paving Saw Oper. $13.56 Slip Form Machine Operator $12.33 Concrete Paving Spreader Oper. $14 .50 Spreader Box Operator $10.92 Concrete Rubber $10 .61 Tractor operator, Crawler Type $12.60 Crane, Clamshell, Backhoe , Derrick, Dragline , $14.12 Tractor operator, Pneumatic $12 .91 Shovel Electrician $18.12 Traveling Mixer Operator $12.03 Flagger $8.43 Truck Driver-Single Axle (Light) $10 .91 Form Builder-Structures $11 .63 Truck Driver-Single Axle (Heavy) $11.47 Form Setter-Paving & Curbs $11.83 Truck Driver-Tandem Axle Semi -Trailer $11 .75 Foundation Drill Operator, Crawler Mounted $13.67 Truck Driver-Lowboy/Float $14.93 Foundation Drill Operator, Truck Mounted $16.30 Truck Driver-Transit Mix $12.08 Front End Loader $12.62 Wagon Drill , Boring Machine, Post Hole $14.00 Driller Laborer-Common $9 .18 Welder $13.57 Laborer-Utility $10 .65 Work Zone Barricade Servicer $10 .09 Mechan ic $16 .97 11129/04 SC-55 Date: ____ _ DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON --------- BETWEEN THE HOURS OF AND ------------- IF YOU HA VE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE. CALL: MR AT -----------(CONT RAC TORS S_UPERINTENDENT) (TELEPHONE NUMBER) OR MR. _________________ AT _______________ _ (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ' . -----------' CONTRACTOR F p r ff I C e u 6 & n I , PART D -SPECIAL CONDITIONS TEXAS DEPARTMENT OF HEALTH NOTE: CIRCLE ITEMS THAT ARE AMENDED fi DEMOLITION I RENOVATION NOTIFICATION FORM T D H NOilFICATJON#,...,..__...,._...,...----- t) Aba tement CQntrector:. _______ .,..._ ________ TOH Lh:ensll! Number._· ----- Address : , City: -.,..---,--,,--------S.tate: Z.fp: __ _ ornce PhOnG Number: Job Site Phone Nu mbCt! --....: Sile SUpeMW: __________ ____,TOH Liceo:$e Number: ____________ _ Site &Jpc rwor: . :TOH Llcell$e Numbe r: Trained On..Site NE$HAP todM duat : ____________ .... _..,c,...e"""rti"'"fic.a-· "'"tiQ_n_D_c1...,..te-:._-_-_-_-_-_-_-_-_ -------- Dcmoliti()n c on traclo r: _________ ~ __ omce Phooo Nurnbor Ad drf$$· City: _______ ::s,...,.,~...,.te:-·::::::z=ip-::. :::::::: y . 2) Project Cons:ullan1 or Opfi!rJ\Qr: ______________ lDH Ucente Number.._ ____ _ M811ln9 Add ress :·----------------,,-,,,,.--:::-:---=-----,---,--------Clty., _______ s1ate:. __ __,Zip :. ____ Offlce Phone Nt.1mber: _.._._...__ ___ _ 0 T A 3) FacllllyOwne r.._. -----------------------------H AUllnllon:.,.,... ______________________________ _ p M81Jing At,id ren: A City:, ------,='sta;-t-e.-· -----,,Z:-.-ip-· ----::0:,-wne-,-::P::::-hone--::N":"'umbcr~.~,...,}------- ·~t>to: Tho IR''lo(eo fot the notlffcatfon too wlll be nnt to the owner ol lhe 1;1und 1ng an<t ll\O 1'11Mt .rdrus for tti. lnvo lcv will bet 0 obtained from tfiO 11\form:moa, fllllt Is pto:vlded In th£• 1Ktlon. N E $ H A p 4) OescrtptJon()r Faomty Name :·---------,.-----------------,,..,----- Physical Ad <fress ;-,---:--,----------Coun t~ Clty: _____ _,Zip ; ___ _ FecDity Phone N'umbe-~ Facili ty CQntect Person: ____________ _ Oe~'ion of Area /Room Numb~r:--------------------------Priof Use;_..,...,... __________ ___,,F\JflJ f O UH:'------------------- Ag$of 8uffding/Fttcllt~-·-----'Sib).:. ____ Nurnber ofFJoo~· ... ____ Sdlool {K -12): 0 YES O NO O 5) 'type of Work! Cl Damolltlon a Renovation {Abatement) a Annual Consolidated T Work wilt be during: a Day a Ev ening D Night Phased Pl'Oje ~ ' O Oescrip llon of wo1 k 8Chcdu1~:'---------------------------H 6) ll thlS a PIJbllc Buifdfng? 0 YES CJ NO Fedecr.al Faclllty? YES !J NO lndustriaJ Slut? 0 YES NO 0 NESHAP•Only Facility? 0 YES O NO I& 8uilding1Foclfily Occupied? O YES O NO L 7) t{ofificet icm Type CHECK OML V ONE! V Original {10 Working Daya} Cancellation o Amendmen t a EmergcncyfOrdcrcd f 0 I a Ii 0 i, ? If thlt It an amnment, whlth amendment number Is this?_ (Enelosc copy of orl(iln•• arid/or tact. amendment} If en emergency, v;tio did you talk with at TDl'i'~ emergene)'#._· ----- Date and Hoo e <if eme,;ency (HHIMMIDDIYY)· . . . Ootaipllcn of lhe $udden, YllelCf7'.oled event end explanation or how tho ownt caused unsafe conditions oc Would cause equipment d~{comput&ts. machinery. etc'----------------------- 8) Descrip110n of proaedu.r:es to be foflowe11 lo 1he event 1hat unoxpecto<t asbertos is fouod or previclu$1y nQO·frial>le Y esbato. material becomes ctumb1ed. pulv&tized. er reduced to powder;--------------E s '.:i: 9) Waun Asbl!c$10U\IM!Y petfosmed? 0 YES O NO Dalt: J I TOH ln $peo{Qr Uoense No._· ----- Aoalyl~l Meiho<J; 0 PLM O TEM O As&WMd TOH Labctetory licren5e No= (For TAHPA (publlc bUlkllng) projects: •n a,sumption must be riwre-by a TDH!"!'L"!"'··lcoMed--. -· "!"ll""'ns:_:p_ec~tor) 10) Descriptioo of pl8nned demotiliotl or rcr,o\fatlotl work, t)'pe of~. e11d method(s) t() be used.,..· ------ 11) 0Ma"il)lion of wartc: plll(j{lces <8 0 d engloee ring controls 101>c used to provont emiufoni or asbestos al the demof!llon/n:nove1ion ; __________________________ _ -------~--- 11/29/04 SC-57 PART D -SPECIAL CONDITIONS 12} All oppUcnb!c itoms in lho fol lOYilng table must be complete4 ; IF ~O AS13fST0S' PRESENT CHECK t!EfU: .! Approximate amount of Cheek unit of meesurcmcnt Asbestos-Containing Buftding Material 1---.:;;As:;.b;;:;:e:::s:.::::to.s:::· ;..__-1, _____ ....... ..,__...--1 Type Pipes . Surface Area RACM to be ~movel1 Interior Cate · ble NOT removed · Interior Cat o u non-foable rtamoved RA.CM Off'•Facltlty Component 13) Weste Transporter Name: ______________ TOH l!oense Number.-----Ma,cs,: __________ City;, ________ .Stato : Zip~ Ce11li;1ct Pel'$on: Phone Numbiu': · ---- · 1~) Watila Ofsposal Sita Name:1--------~----------....... ,-,..---------- Addreis: . . Cily~--------· Slate: __ . Zip: __ ...,.._ ·retepr.ooo:{ a.. -"-l _____ rnRcc Permit Number._.------- 15) For structurelly unsound faellltles. attacn ~ Ci)j)yot del'noliuart Ofder and identify Govemmental Officl eJ be.low: Namo· ~istrallon No:------,------- TIU~._,,__,__,,...,....,.,,,..,,..,,..,..,._ __ ,_.. ....... __.~~- Date of order (MMIDOJYY) I J Date t1tder ti> begin (MM/00/VY) f I 18) Scheduled Oale$ of Asbest0$ Aba tement (MM/00/YY} Start: __ .:;..1 _....J,"---Complete; , I · 1 17) Sehenuted Date~ DemotilionJRenovaoon {MMtODIYV) Start: i I completa:,...,.,,,... _.,...,..-.... ,-_..,.......,._ .. fl~e: If Ute awt data on this tt.ot1fle"aili)ri ci;n not~· mot, tho TDH Regional or Loc:a.1 Progl'Ul office Must be ®ntact.d by phcm• prior to th• &tart date . Fa.II um 10 do co (1 a vio~tlon In .ccotdanco to TAHPA, Sa<.tlon 295.11, . J her~by 09riify that eN in format.on I llave J)(ovlded Is ~o.r,ect, compl<>to , aM 11\JG 10 the bKt of my knowledge. r eekfl0'.1edge lh"t I sm responstt>le tar au upeets of the notification torm, fncl udit\g, but not limitin9 , content and submlssfon dntct. Th& maidtnum Plilrnlllyii $10,:000 p-et day per W>latloo. · ---·-----_..;... _________ ---------------.. c_ .... 1..,,,.,...-,---,--, . (SiQi'1a1ureofBullding O'.vnerfOperator (Printed Name) (Date} ·· (Ttilephone) or Oeleg'8ted Con$Ulaf\t/Con1raetcr} { · l · (Fax tfuml)(u') 11/29/04 MAILTO: A$8J!$1'0S:NOT!FlCATl0t,l SECTION TOXIC SUBSTANCES CONT~Ol. OMSION TEXAS OSPAATMENi OF HEALTH PO BOX: 143538 AU$i1N, TX 78714-3536 PH: 512-834-MD0 , 1-800-572-5548 Form APB#$, ~Jed 07129/02. Replace$ rJJH form dato<J Oi/1~1. P()t'usmtancs in c:ompteting k;,rm, call 1-~5n·664B SC-58 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project : Clear Fork Drainage Basin S.S. Rehab & Improvements DOE No : 4096 Fund Code: 02 Contractor : N/A HOLE# 1 LAB NO : 70332 LOCATION: 20'E. of Camp Bowie @ Crestline S/4 7. 00 " HMAC 6. 00" Dark brown sandy clay w/light rocks & gravel 10.00" Dark grayish brown sandy clay ATTERBURG LIMITS : LL: 55 .1 PL: 24 .6 PI : 30.5 SHRKG : 14.0% MUNSELL COLOR CHART: 10 Yr . 5/2 Grayish brown clay UNIT WEIGHT: N/A #/CFT HOLE # 2 LAB NO: 70333 LOCATION : 20'W. of Belle Place@ Crestline N/4 5 .00" HMAC 7 .50" Light orangish brown sandy clay W/rocks & gravel 10 .50" Reddish brown sandy clay ATTERBURG LIMITS: LL: 22.4 PL: 13 .6 PI : 8.8 SHRKG : 5.0% MUNSELL COLOR CHART: 10 Yr . 4/2 Dark Grayish brown sandy clay UNIT WEIGHT: 146.0 #/CFT ( 4,, HMAC) HOLE # 1 LAB NO: 70334 LOCATION: 20 'N. of Ca lmont@ Clover Ln. E/4 5. 00" HMAC 6. 25" Brown sandy clay w/rocks & gravel 11.00" Dark brown sandy clay ATTERBURG LIMITS : LL: 37 .5 PL: 20.3 PI: 17 .2 SHRKG: 13 .0% MUNSELL COLOR CHART : 10 Yr . 5/3 Brown clay UNIT WEIGHT: 146.0 #/CFT ( 4" HMAC) HOLE # 2 LAB NO: 70335 LOCATION : 2500 Clove r Lane C/4 4 . 75" Hmac 3. 50 '' Sand, Rocks & Gravel 5.50" Damaged concrete or 227 12. 00" Dark reddish brown sandy clay ATTERBURG LIMITS: LL: 45.0 PL : 21.9 PI: 23.1 SHRKG: 13 .0% MUNSELL COLOR CHART: 10 Yr. 4/3 Brown clay UNIT WEIGHT: 146.0 #/CFT (4" HMAC) 1 2 HOLE # 3 LAB NO : 7 0 3 3 6 LOCATION: 24 15 Clover Lane W/4 3 .00 " HMA C 6.50" CONCRETE (4179.0 PSI) 1 3 .00 " Yell o wish bro wn sandy cl ay w/rocks & gravel ATTE RBUR G LIMITS: LL: 33 .1 PL: 1 6 .7 PI: 16.4 SHR KG: 8 .0 % MUNSELL CO LOR CHART: 2 .5 Yr. 8/4 Pale yell o w c lay UNIT WEIGHT: N/A #/CFT HOLE # 4 LAB NO : 7 0337 LOCATION : 25 'N. of Collinwood @ Clover LN. E/4 4 . 00" HMAC 5 .50" Damaged concrete or 227 2.00 " Sand, rocks & gravel 12.50 " Reddish brown sandy c l ay w/rocks & grave l ATTERBURG LIMITS: LL: 49 .8 P L : 28 .5 PI: 21. 3 SHRKG : 14 .0 % MUNSELL COLOR CHART: 10 Yr. 5/4 Yellowish brown clay UNIT WEIGHT : 146.0 #/CFT HOLE # 5 LAB NO: 70338 LOCATION: 2100 Clover Lane C/4 4.00" HMAC 7 .00" Concrete (5579.0 PSI) 2. 5 0 " Sand, r o cks & grave l 10 . 00" Orangish brown sandy c l ay w/rocks & gravel ATTERBURG LIMITS: LL: 25.0 PL: 16.7 PI : 8 .3 SHRKG : 4 .0 % MUNSELL COLOR CHART : 10 Yr . 7/4 Very pale brown sandy clay UNIT WEIGHT: N/A #/CFT HOLE # 6 LAB NO: 7 03 39 LOC ATI ON : 2004 Clover Lane W/4 4.00" HMAC 7 .00 " Co n c r e t e (3 75 9 . 0 P SI ) 12.00" Reddish brown sandy clay w/rocks & gravel II TAN SANDY CLAY W/ROCKS & GRAVEL ATTERBUR G LIMITS: LL: 3 4 .4 PL : 18.2 PI: 16 .2 SHRK G : 10.0 % MUNSELL COLOR CHART: 10 Yr . 5/4 Ye ll o wish brown cl a y UNIT WEI GHT : N/A #/CFT HOLE # 7 LAB NO : 7 0340 LOCA T I ON: 1900 Clover Lane E/4 4. 0 0" HMA C 11.00" Damag ed Co ncrete 2 . 50 " Sand , r o cks & grave l 8 . 00 " Orangish brown s a ndy c l ay w/ro cks & g r ave l ATTERBU RG LI MITS : LL : 26 .2 PL : 1 5 .3 PI: 1 0 .9 SHR KG : 6 .0 % MUNS ELL CO LOR CHA RT : 1 0 Yr . 7/3 Very pale bro wn s and y clay UNIT WEI GHT : N/A #/CFT HOLE # 1 LAB NO: 70341 LOCATION : 1601 Belle Place W/4 1 .00 " HMAC 7 .00" Concrete (5914 .0 PSI) 4. 00" Brown Sandy Clay W/Gravel 2 .00" Dark Brown sandy clay w/rocks & gravel 9. 00" Reddish brown sandy clay ATTERBURG LIMITS: LL: 42.3 PL : 23 .1 PI: 19 .2 SHRKG: 12.0 % MUNSELL COLOR CHART: 10 Yr . 6/3 Pale brown clay UNIT WEIGHT: N/A #/CFT HOLE # 2 LAB NO: 7 0342 LOCATION: 1709 Belle Place C/4 3 . 00" HMAC 6.25" Damaged Concrete 12.00" Brown sandy clay w/rocks & gravel ATTERBURG LIMITS : LL: 33 .1 PL: 17 .1 PI: 16 .0 SHRKG: 9.0% MUNSELL COLOR CHART: 10 Yr . 6/4 Light yellowish brown clay UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 70343 LOCATION: 1817 Belle Place E/4 3. 00" HMAC 4. 25" Damaged Concrete 5. 00" Sand, rocks & gravel 10.00" Yellowish brown sandy clay w/rocks & gravel ATTERBURG LIMITS: LL: 25.3 PL: 16.6 PI: 8 .7 SHRKG : 5.0% MUNSELL COLOR CHART: 2 .5 Yr. 8/3 Yellow sandy clay UNIT WEIGHT: N/A #/CFT Approval: Ryan Jeri Date tested : 06-13-06 through 06-14-06 Da te Reported: 06-23-06 Tested by: W. Oden Routing: Martin Phillips Requested by: Liam Conlon File 3 -9- PART DA -ADDITIONAL SPECIAL CONDITIONS WATER DEPARTMENT OA-1 DA-2 DA-3 DA-4 DA-5 DA-6 OA-7 DA-8 OA-9 DA-10 DA-11 DA-12 DA-13 DA-14 DA-15 DA-16 DA-17 DA-18 DA~19 DA-20 DA-21 DA-22 DA-23 DA-24 DA-25 DA-26 DA-27 DA-28 DA-29 DA-30 DA-31 DA·32 DA-33 DA-34 DA-35 DA-36 DA-37 DA-38 DA-39 DA-40 DA-41 ~A14 2 DA-43 · DA-44 DA-45 -DAw46 DA-47 DA-48 DA-49 DA-•50 11 /02104 PART DA -ADDITIONAL SPECIAL CONDITIONS AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ............ OMITTED PIPELINE REHABILITATION CURED-IN-PLACE PIPE ................................. OM ITTED PIPE ENLARGEMENT SYSTEM .................................................................................... 4 FOLD ·AND FORM PIPE ................................................................................... OMITTED SLIPLINING ............................................................................................................ OMITTED PIPE INSTALLED BY OTHER THAN OPEN CUT ....................................................... 12 TYPE OF CASING PIPE .................................................................................. OMITTED SERVICE LINE POINT REPAIR/ CLEAN OUT REPAIR ................................. OMITTED PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ...... OMITTED MANHOLE REHABILITATION ........................................................................ OMITTED SURFACE PREPARATION FOR MANHOLE REHABILITATION ................... OMITTED INTERIOR MANHOLE COATING -MICROSILlCATE MORTAR SYSTEM .... OMITTED INTERIOR MANHOLE COATING • QUADEX SYSTEM .................................. OMITTED INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM ...................................... 15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM , ................................... 18 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER ....... . ................................................................................................................................... OMITTED INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM ......................... OMITTED RIGID FIBERGLASS MANHOLE LINERS ...................................................... OMITTED PVC LINED CONCRETE WALL RECONSTRUCTION .: .................................. OMITTED PRESSURE GROUTING ................................................... : ................................... OMITTED VACUUM TESTING OF REHABILITATED MANHOLES ................................ OMITTED FIBERGLASS MANHOLES ............................................................................. OMITTED LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ........ OMITTED REPLACEMENT OF CONCRETE CURB AND GUITER ................................ OMITTED REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................ OMITTED REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ................................ OMITTED GRADED CRUSHED STONES ....................................................................... OMITTED WEDGE MILLING 2" TO O" DEPTH 5.0' WIDE ............................................... OMITTED BUTT JOINTS -MILLED ................................................................................. OMITTED 2" H.M.A.C. SURFACE COURSE {TYPE.uon MIX) ........................................ OMITTED REPLACEMENT OF 7•• CONCRETE VALLEY GUTTER ................................ OMITTED NEW 7" CONCRETE VALLEY GUITER. ........................................................ OMITTED NEW 4" STANDARD WHEELCHAIR RAMP ................................................... OMITTED 811 PAVEMENT PULVERIZATION ................................................................... OMITTED REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) .............. OMITTED RAISED PAVEMENT MARKERS ................................. , .................................. OMITTED POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING .... OMITTED LOADING. TRANSPORTATION. AND DISPOSAL OF CONTAMINATED SOIL ........... . ............ ............... ........ .............................................. : ......................................... OMITTED . . ROCK RIPRAP -GROUT -FILTER FABRIC .................................................. OMITTED CONCRETE RIPRAP ......................................................................................... OMI.TTED CONCRETE CYLINDER PIPE AND FITTIN S ................................................ OMITTED ~(fc ORete:etPE Ff:nfiNGS'AND, sescf "" ' ............................................... OMITTED UNCLASSIFIED STREET EXCAVATION ........................................................ OMITTED 6'' PERFORATED PIPE SUBDRAIN ............................................................... OMITTED REPLACEMENT OF 4° CONCRETE SIDEWALKS ., ...................................... OMITTED RECOMMENDED SEQUENCE OF CONSTRUCTION .................................... OMITTED PAVEMENT REPAIR IN PARKING AREA .................................................................. 22 EAS.EMENTS AND PERMITS ..................................................................................... 22 HIGHWAY REQUIREMENTS .......................................................................... OMITTED CONCRETE ENCASEMENT ................................................................................ : ..................... 23 ASC-1 DA-51 DA-52 DA-53 . DA .. 54 DA-55 DA:56 DA-57 DA-58 DA-59 DA-60 DA-61 DA-62 DA-63 DA-64 DA-65 DA.;66 .DA-67 DA-68 DA-69 DA-70 DA-71 DA-72 DA-73 DA-74 DA;,75 DA-76 DA-77 DA-78 DA-79 DA-80 DA-81 DA .. 82 DA-83 DA-84 DA-85 DA-86 DA-87 DA-88 DA-89 DA-90 DA-91 DA-92 DA~93 DA-94 DA-95 DA-96 DA-97 DA-98 DA-99 PART DA -ADDITIONAL SPECIAL CONDITIONS CONNECTION TO EXISTI NG STRUCTURES ................................................ OMITTED TURBO METER WITH VAULT AND BYPASS INSTALLATION ..................... OMITTED OPEN FIRE LINE INSTALLATIONS ............................................................... OMITTED WATER .SAMPLE STATION ........................................................................... OMITTED CURB ON CONCRETE PAVEMENT ............................................................... OMITTED SHOP DRAWING'S ······· ...... ············· ................................................................ OMITTED COST BREAKDOWN ...................................................................................... OMITTED STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY ...................... OMITTED H.M.A.C. MORE THAN 9 INCHES DEEP ........................................................ OMITTED ASPHALT DRIVEWAY REPAIR .................................................................................. 23 TOP SOlL ..................................................................................................................... 24 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT ...... OMITTED BID QUANTITIES ............................................................................................ OMITTED WORK IN HIGHWAY RIGHT OF WAY ............................................................ OMITTED CRUSHED LIMESTONE (FLEX-BASE) .......................................................... OMITTED OPTION TO RENEW ............................................. , ......................................... OMITTEO NON-EXCLUSIVE CONTRACT ....................................................................... OMITTED CONCRETE VALLEY GUTTER ...................................................................... OMITTED TRAFFIC BUTTONS ........................................................................................ OMITTED PAVEMENT STRIPING ................................................................................... OMITTED H.M .A.C. TESTING PROCEDURES ................................................................ OMITTED SPECIFICATION REFERENCES .................................................................... OMITTED RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX ............................................................................................ OMITTED . RESILIENT-SEATED GATE VALVES ............................................................. OMITTED EMERGENCY SITUATION,. JOB MOVE-IN .................................................... OMITTED 1 %" & 2" COPPER SERVICES ...................................................................... OMITTED SCOPE OF WORK (UTIL. CUT) ...................................................................... OMITTED . CONTRACTOR1 S RESPONSIBIL TY (UTIL. CUT) .......................................... OMITTED CONTRACT TIME (UTIL. CUT) ....................................................................... OMITTED REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) ..................... OMITTED TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) ....................... ~ ............... OMITTED LIQUIDATED DAMAGES (UTll. CUT) ............................................................ OMITTED PAVING REPAIR EDGES (UTIL. CUT) ........................................................... OMITTED TRENCH BACKFlLL (UTIL CUT) ................................................................... OMITTED CLEAN-UP (UTIL. CUT) ........................................................ '. .......................... OMITTED PROPERTY ACCESS (UTIL. CUT) ................................................................. OMITTED SUBMISSION OF BIDS (UTIL. CUT) .............................................................. OMITTED STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) .................................... OMITTED CONCRETE BASE REPAIR FOR UNIT ll & UNIT Ill (UTIL. CUT) .................. OMITTED 2n TO 9n H.M.A.C. PAVEMENT (UTIL. CUT) .................................................. OMITTED ADJUST WATER VALVE BOXES. MANHOLES. AND VAULTS (UTIL. CUT)OMITTED MAINTENANCE BOND (UTIL. CUT) ............................................................... OMITTED BRICK PAVEMENT (UTIL. CUT) ................................................................. , .. OMITTED LIME STABILIZED SUBGRADE (UTIL. CUT) ............................. , ................... OMITTED CEMENT STABILIZED SUBGRADE (UTIL. CUT) .......................................... OMITTED REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) ............................. OMITTED "QUICK-SET" CONCRETE (UTIL CUT) ......................................................... OMITTED UTILITY ADJUSTMENT (UTIL. CUT) ................................................... : .......... OMITTED STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) ....... .. · ............. .-........................................................................................................... OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL CUT) .......................... OMITTED 11 /02104 ASC-2 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) .............................................. OMITTED DA-102 PAYMENT (UTIL. CUT) .................................................................................. OMITTED DA-103 DEHOLES (MISC. EXT.) ................................................................................. OMITTED DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) .............................................. OMITTED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) .................................. OMITTED DA-106 BID QUANTITIES (MISC. EXT.) ...................................................................... OMITTED DA-107 LIFE OF CONTRACT (MISC. EXT.) ................................................................ OMITTED DA-108 FLOWABLE FILL (MISC. EXT.) ...................................................................... OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) ................................................. OMITTED DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) .................... OMITTED DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) ..................................... OMITTED DA-112 MOVE IN CHARGES (MISC. REPL.) .............................................................. OMITTED DA-113 PROJECT SIGNS (MISC. REPL.) ................................................................... OMITTED DA-114 LIQUIDATED DAMAGES {MISC. REPL.} ....................................................... OMITTED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) .................................... OMITTED DA-116 FIELD OFFICE ................................................................................................... OMITTED. DA-117 TRAFFIC CONTROL PLAN ....................................................................... ; .... OMITTED DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS ..... OMITTED 11102104 ASC-3 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS OMITTED DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE OMITTED DA-3 PIPE ENLARGEMENT SYSTEM A. GENERAL: 11/02/04 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. · 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems . Approved methods include: the PIM Corporation (PIM System), Pisca ta Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas: and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D -SPECIAL CONDITIONS D-34 SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. 3. 4. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21 ". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. Quality Assurance: ASC-4 - 11102/04 PART DA -ADDITIONAL SPECIAL CONDITIONS The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those · listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods far joint fusing, handling, and installing the polyethylene pipe. Training shall . be performed by a qualified representative as. determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5 . Submittals: Submit for review and acceptanc.e, the fallowing Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a . Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration of existing sewer . service connections. This shall include : 1) Detail drawings and written description of the entire construction procedure to install pipe , bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide far continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe. 4} Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. ASC-5 PART DA -ADDITIONAL SPECIAL CONDITIONS b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. B. MATERIALS : 1. Polyethylene Piping Material : The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM 01248, Type Ill, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute} recommended designation of PE3408 and cell classification 345434C per ASTM 03350 . The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. 2. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. C. d. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used . Pipe supplied under this specification shall have a nominal Ductile Iron Pipe Size inside diameter. The Standard Dimension Ratio (SOR) and minimum pressure rating of the pipe shall be SOR 17 -100 psi. Pipe with a lower SOR ratio and higher pressure rating may be used in lieu of the minimum specified . Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that samples of the production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM 02837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression testing has b~en performed on the specific product. Certification shall include a stress life curve per ASTM 02837 and testing shall have been performed in accordance with ASTM 02837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 11102104 ASC-6 - - - - PART DA -ADDITIONAL SPECIAL CONDITIONS 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. 2 . Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM 01248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-an-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont. or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Femco Joint Sealer Co ., DFW Plastics, Inc. or approved equal. Backfill at s.ervice connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations an both the existing and new portions of the service connection pale to determine final grade and invert elevations. Elevation changes greater than 0.10 _feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. D. PREPARATION: 11/02104 1. Bypassing Sewage: 2 . a. The Contractor shall bypass the sewage around the section or sections of sewer ta be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. Line Obstructions: If pre-installation (lV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an ASC-7 3. PART DA -ADDITIONAL SPECIAL CONDITIONS obstruction removal shall be made by the Contractor, with the approval of the Engineer. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line , the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow . The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage ftow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upst ream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review . b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified an the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocation's and evaluate the constructability , economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per li near foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4 . Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre-and Post- Construction Television Inspection of Sanitary Sewer Lines'', Part D -Special Conditions D-35 and D-38, respectively. E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: 11/02104 ASC-8 - - - 11102/04 2. PART DA -ADDITIONAL SPECIAL CONDITIONS a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. Equipment used to perform the. work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. d. The actual pipe enlargement procedure shall commence prior to 11 :00 AM in order to afford the contractor ample time to complete all related work within the allotted workday, which is defined as the hours between 7:00 AM and 6:00 PM, so as not to impose on the peace and comfort of persons in the immediate vicinity. No actual pipebursting work shall be started after 11 :00 AM; all actual pipebursting activity shall cease at 6:00 PM. Other activities other than the actual pipebursting may continue after 6:00 PM. Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have be.curred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site . The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved far smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing s.hall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b. The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing. polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor ta provide an acceptable butt-fusion joint All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled an the jab site at any one time shall be 600 linear feet. C. Far situations where the replacement pipe is not pulled all the way ta the manhole or if it is impassible to pull the missle all the way through, the ASC-9 11/02104 PART DA -ADDITIONAL SPECIAL CONDITIONS following shall app ly: At the direction of the Engineer, a 12" -18" full circle steel clamp shall be utilized ta connect segments of the HOPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. · b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lawer hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. 5. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shaU protrude in the manholes for enough distance ta allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: a . Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe burst/crushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize . The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the ave rage back pressure resulting from any ground water that may ASC-10 PART DA -ADDITIONAL SPECIAL CONDITIONS be over the pipe , shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) 8 4 10 5 12 6 15 7 b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. F. MEASUREMENT AND PAYMENT: 1. Pipe Installation : Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed . 2. Service Reconnections : Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not · include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines . The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4 . By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows . All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing : All cost for testing the replacement pipe by a pressure method will be .· incidental to pipe installation . DA-4 FOLD AND FORM PIPE OMITIED 11/02104 ASC-11 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-5 SLIPLINING OMITTED DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated , specified and/or necessary ta complete the work. 2 . All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. B. MATERIALS : 1.. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36 .10 and the following: a . Fie.Id Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). d. Jo ints : Conti nuous circumferential weld in accordance with AWS D1 .1. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. 3. Sewer Pipe without Casing Pip~: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans . 4 . Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days . Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry . · C. EXECUTION 1. 11/02/04 Where sewer pipe is requi red to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained , until such time as the backfill has been completed and then shall be removed from the site. ASC-12 11102/04 PART DA -ADDITIONAL SPECIAL CONDITIONS 2 . Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated far the purpo,se of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in . b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. 3 . Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by baring hale with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen . The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bared. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material. shall be placed near the top of the working pit and disposed of as required . The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings . Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel-farming colloidal drilling fluid consisting of at least 1 O percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. 4. Installation of Carrier Pipe in Casing: a. b. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. All skids shall be treated with a wood preservative . Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. ASC-13 PART DA -ADDITIONAL SPECIAL CONDITIONS c. The Contractor shall prevent over~belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d . At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not tao much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified an the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated an drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated an the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade . Casing pipe shall be provided at no additional cast and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking wi thout a bare hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling : Where the characteristics of the sail, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown an the plans, a tunneling method may be used , with the approval of the Engineer or railroad/highway officials . a . When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden . The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility far the adequacy of the liner method. b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. c. Access holes far placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place . Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid 11102104 ASC-14 PART DA -ADDITIONAL SPECIAL CONDITIONS pe r linear foo t fo r Pipe Installed by Other Than Open Cut of the type , size, and class of pipe specified as sh own on plans . The furnishing of all materials , pipe , liner materi a ls required for installation, for all preparation , hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work , including excavation , backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. Payment shall not include pavement replacement , which if required, shall be paid separately . DA-7 TYPE OF CASING PIPE OMITTED DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR OMITIED DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION OMITTED DA-10 MANHOLE REHABILITATION OMITIED DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION OMITIED DA-12 INTERIOR MANHOLE COATING -MICROSILICATEMORTAR SYSTEM OMITIED . DA-13 INTERIOR MANHOLE COATING -QU)\DEX SYSTEM OMITIED DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM A. GENERAL 11/02/04 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating . Manholes designated for interior coating are listed on the Manhole Rehabil itation Schedule . Interio r manhole coating shall meet the requirements of this Section or of Section DA-12, DA-13 , DA-15 , DA-16 or DA-17. 2 . Description The Contractor. shall be responsible for the furnishing of all labor, superv1s1on , materials , equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents . 3 . Manufacturer's Recommendations 4 . Materials, mixture ratios , and procedures utiliz.ed for the coating process shall be in accordance with manufacturer's recommendations . Manholes ASC-15 PART DA -ADDITIONAL SPECIAL CONDITIONS Manholes to be coa ted are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled an coating over the original interior surface . B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq , Inc. 3. Specialty Cement The specialty cement-based coating · material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Rel.iner MSP as manufactured by Standard Cement Materials. 4 . Material Identificatio n The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewe r environment. The spray system shall exhibit the physical properties as fallows: Property Tensile Strength Flexural Stress Flexural Modulus 5. Mixing and Handling Standard ASTM D-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi Mixing and handling of specialty cement material and interior coating material. which may be toxic under certain conditions shall be in . accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard · to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals . All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION 1. General 11/02104 ASC-16 PART DA -ADDITIONAL SPECIAL CONDITIONS Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replaceme,nt when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Sect.ion DA- 21. D. MEASUREMENT AND PAYMENT 11/02104 Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower ASC-17 PART DA -ADDITIONAL SPECIAL CONDITIONS portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price . DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM A GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, Hsted in Section I. Interior manhole coating shall meet the requiremen ts of this Section, or of Section DA-12, DA-13 , DA-14, DA-16 or DA:-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, superv1s1an, materials, equipment, and testing required for th~ completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block , or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface . B. MATERIALS 11/02/04 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement The specialty cement'-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. ASC-18 PART DA -ADDITIONAL SPECIAL CONDITIONS 4 . Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application , and expected performance . These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5 . Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. AH equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 11/02104 1. General Manhole coating shall. not be performed until sealing of m·anhole from frame and grade adjustments , partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. · Na application shall be made wher:! free.zing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame ta the bench/trough, including the bench/trough. b. The interior coating shall be installed . in accordance with the manufacturer's recommendations and the following procedure . 1) 2) The surface preparation shall comply with the requirements of Section DA-11 , SURFACE PREPARATION FOR MANHOLE RESTORATION. Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. ASC-19 PART DA -ADDITIONAL SPECIAL CONDITIONS 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.12.5 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application . 4. Testing of Rehabilitated Manholes a. After the epoxy liner has ·set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining ma terial over the area . · All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check. of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21 -VACUUM TESTING OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot , measured from the bottom of the frame to the top of the bench . The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals , bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM OMITTED DA-18 RIGID FIBERGLASS MANHOLE LINERS OMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED 11/02104 ASC-20 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-20 PRESSURE GROUTING OMITTED DA-21 VACUUM TESTING OF REHABILITATED MANHOLES OMITTED DA-22 FIBERGLASS MANHOLES OMITTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER OMITTED DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS OMITTED DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE OMITTED DA-27 GRADED CRUSHED STONES OMITTED DA-28 WEDGE MILLING 2" TO O" DEPTH 5.0' WIDE OMITTED DA-29 BUTT JOINTS -MILLED OMITTED DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) OMITTED DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTED DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) OMITTED DA-36 RAISED PAVEMENT MARKERS OMITTED 11/02104 ASC-21 PAijT,DA -ADDITIONAL SPECIAL CONDITIONS DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING OMITIED DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL OMITIED DA-39 ROCK RIPRAP -GROUT -FILTER FABRIC OMITIED DA-40 CONCRETE RIPRAP OMITIED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS OMITIED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITIED DA-43 UNCLASSIFIED STREET EXCAVATION OMITIED DA-44 6" PERFORATED PIPE SUBDRAIN OMITIED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS OMITIED DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION OMITIED DA-47 PAVEMENT REPAIR IN PARKING AREA The unit price bid under appropriate BID ITEM(S) of the Proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with crushed limestone base material, compacted and level with the finished adjacent surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. · DA-48 EASEMENTS AND PERMITS Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and permanent. that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the easement description and permit requirements, as contained herein, along with any special conditions that may have been imposed on these easements and permits. 11/02104 ASC-22 DA 46 RECOMMENDED SEQUENCE OF CONSTRUCTION Will Rogers Memorial Center Livestock Barns Complex: 1) Two weeks prior to beginning any work within the Will Rogers Memorial Center (WRMC) Complex, Contractor shall arrange a coordination meeting with WRMC staff, including the Assistant Director, Mr. Chris Harmon (817-392-5988) and Building Maintenance Supervisor, Mr. Danny Rose (817 -392-8165), to establish a detailed construction schedule. 2) All work schedules shall be subject to the approval of the WRMC staff. 3) No work shall be scheduled during periods of activity within the livestock barns (see attached schedule). 4) Construction shall begin at the downstream end of the sanitary sewer line and proceed upstream one segment at a time. Each segment shall be completed and tested, including surface restoration, prior to initiation of work on the following section. Construction shall only be allowed during periods of inactivity within the livestock barns. No work will be started on any segment of the line if that segment cannot be completed within the allotted time frame as approved by the WRMC staff. 5) Upon completion of all sanitary sewer line segments , including surface restoration and testing , the Contractor shall initiate service relocations as detailed in the plans. The Contractor shall only be allowed to have one barn disturbed at a time . Work on subsequent barns will only be allowed after all connections have been made and surface restoration completed on the current barn. 6) Upon completion of service relocations for all barns , the Contractor shall abandon the existing sewer lines within the barn complex according to the plans . NOTE: Under no circumstances will the Contractor be allowed to leave any type of excavation open, whether inside or outside the barns , during periods in which activities are scheduled within the barn complex. Booking calendar for Chris H for Thursday, June 1, 2006 -Saturday, July 1, 2006 (Printed On: 06/07/06) Page 1 of 1 Booking Calendar for Chris H for Sunday, July 2, 2006 -Tuesday, August 1, 2006 (Printed On : 06/07/06) Page 1 of 1 Booking Calendar for Chris H for Wednesday, August 2, 2006 -Friday, September 1, 2006 (Printed On : 06/07/06) Page 1 of 1 Booking Calendar for Chris H for Saturday, September 2, 2006 -Monday, October 2, 2006 (Printed On: 06/07/06) Page 1 of 1 Booking Calendar for Chris H for Tuesday, October 3, 2006 -Thursday, November 2, 2006 (Printed On: 06/07/06) Page 1 of 1 Booking Calendar for Chris H for Saturday, November 4, 2006 -Monday, December 4, 2006 (Printed On: 06/07/06) Page 1 of 1 Booking Calendar for Chris H for Tuesday, December 5, 2006 -Thursday, January 4, 2007 (Printed On : 06/07/06) Page 1 of 1 PART DA -ADDITIONAL SPECIAL CONDITIONS Where the pipeline crosses privately awned property, the easements and construction areas are shown on the plans . The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. DA-49 HIGHWAY REQUIREMENTS OMITIED DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E ( 1500 psi) concrete and for sewer line encasements shall conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as farming, placing, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES OMITIED DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION OMITIED DA-53 OPEN FIRE LINE INSTALLATIONS OMITIED DA-54 WATER SAMPLE STATION OMITIED DA-55 CURB ON CONCRETE PAVEMENT OMITIED DA-56 SHOP DRAWINGS OMITIED DA-57 COST BREAKDOWN OMITIED DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY OMITIED DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP OMITIED DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M.A.C. driveways are encountered, such driveways shall be completely replaced for the full extent of utility cut with H.M .A .C. equal to or better than the existing driveway. 11102104 ASC-23 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-61 TOP SOIL Where directed by the Engineer, top soil shall be applied in accordance with the City of Fort Worth Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction , Item 116, except as follows : All labor, equipment, tools and inc_identals shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT OMITTED DA-63 BID QUANTITIES OMITTED DA-64 WORK IN HIGHWAY RIGHT OF WAY OMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASE) OMITTED DA-66 OPTION TO RENEW OMITTED DA-67 NON-EXCLUSIVE CONTRACT OMITTED DA-68 CONCRETE VALLEY GUTTER OMITTED DA-69 TRAFFIC BUTTONS OMITTED DA-70 PAVEMENT STRIPING OMITTED DA-71 H.M.A.C. TESTING PROCEDURES OMITTED DA-72 SPECIFICATION REFERENCES OMITTED DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX OMITTED DA-74 RESILIENT-SEATED GATE VALVES OMITTED DA-75 EMERGENCY SITUATION , JOB MOVE-IN OMITTED 11 /02104 ASC-24 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-76 1 1h" & 2" COPPER SERVICES OMITTED DA-77 SCOPE OF WORK (UTIL. CUT) OMITTED DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) OMITTED DA-79 CONTRACT TIME (UTIL. CUT) OM ITTED DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) OMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) OMITTED DA-82 LIQUIDATED DAMAGES (UTIL. CUT) OMITTED DA-83 PAVING REPAIR EDGES (UTIL. CUT) OMITTED DA-84 TRENCH BACKFILL (UTIL. CUT) OMITTED DA-85 CLEAN-UP (UTIL. CUT) OMITTED DA-86 PROPERTY ACCESS (UTIL. CUT) OMITTED DA-87 SUBMISSION OF BIDS (UTIL. CUT) OMITTED DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) OMITTED DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (UTIL. CUT) OMITTED DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) OMITTED DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) OMITTED DA-92 MAINTENANCE BOND . (UTIL. CUT) OM ITTED DA-93 BRICK PAVEMENT (UTIL. CUT) 11102104 ASC-25 PART DA -ADDITIONAL SPECIAL CONDITIONS OMITIED DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) OMITIED DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) OMITIED DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) OMITIED DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) OMITIED DA-98 UTILITY ADJUSTMENT (UTIL. CUT) OMITIED DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) OMITIED . DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) OMITIED .DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITIED DA-102 PAYMENT (UTIL. CUT) OMITIED DA-103 DEHOLES (MISC. EXT.) OMITIED DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMITIED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) OMITIED DA-106 BID QUANTITIES (MISC. EXT.) OMITIED DA-107 . LIFE OF CONTRACT (MISC. EXT.) OMITIED DA-108 FLOWABLE FILL (MISC. EXT.) OMITIED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) OMITIED DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) 11102104 ASC-26 PART DA -ADDITIONAL SPECIAL CONDITIONS OMITIED DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) OMITIED DA-112 MOVE IN CHARGES (MISC. REPL.) OMITIED DA-113 PROJECT SIGNS (MISC. REPL.) OMITIED DA-114 LIQUIDATED DAMAGES (MISC. REPL.) OMITIED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) OMITTED DA-116 FIELD OFFICE OMITTED DA-117 TRAFFIC CONTROL PLAN OMITTED DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS OMITIED 11/02/04 ASC-27 -10- CONTRACTOR'S COMPLIANCE WITH WORKERS COMPENSATION LAWS CONTRACTOR COMPLIANCE WITH WORKERS ' COMPENSATION LAW Pursuant to Y.T.C .A Labor Code Section 406.096, (2000),as amend ed , Contractor certifies that it provides workers ' compensation insura nc e coverage for all its employees emp lo ye d on c ity of Fort Worth Department of Engineering No . 4096 and City of Fort Worth Proj ec t Number P258-707170043783 maxK ~ • ViCL tresldt:nt Title Date ST ATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personall y appeared rl'.loxK ~2 , kn o wn to me be th e person whos e name is sub scri bed to the foregoing instrument, and acknowledged to me that he exec uted the same as the act and deed of Conatser Construction TX, LP for the purpose and consideration the rein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE thi s 2S_ day ofjy,m, 2007. SYDNEY JONES Notary Publi c, State of Te xas My Commission Expires Moy 09 , 201 D NotPuic~~d for the State of Texas -11- CERTIFICATE OF INSURANCE NOTICE The blank spaces in the Certificate of Insurance; Performance, Payment, and Maintenance Bonds; and Contract are not to be filled on by the Bidder at the time of submitting his proposal. These forms are included herein to familiarize the Bidder with such forms which the successful Bidder will be required to execute. ........ "' AC.ORit I DATE (MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/la/2007 PRODUCER (817)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFQRMATION THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CE fft'IFICATE 1121 E. Loop 820 South HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 8720 Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# INSURED Conatser Construction TX, LP INSURER A Bituminous Casualty Corp ,+ IX P.O.Box 15448 INSURER B: Bituminous Fire & Marine Ins Co A+ IX Fort Worth, TX 76119 INSURER C: IN SURER D : INSURER E: COVERAGES THE POLICIES OF IN SURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN SURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED . NOTWITHSTANDING ANY REQUIR EMENT, TERM OR CO NDITION OF ANY CO NTRACT OR OTHER DOCUMENT WITH RESPECT TO W HI CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN , THE IN S URAN C E AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CO NDITIONS OF S UCH POLI C IES . AGGR EGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. l~4'f ~[),~/ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS nt.T~ T nt.T~ nu,inn1v v1 GENERAL LIAB ILITY CLP 3 231 053 08/01/2006 08/01/2007 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GE NERAL LIAB ILITY DAMAGE TO RENTED $ 100,000 0DS::F1.J1C'rC' 11:::.,. ·--··-----\ r-~ CLAIMS MADE 0 OCCUR MED EXP (Any one person) $ 5,000 A X CONTRACTUAL, xcu PERSONAL & ADV INJURY $ 1,000,000 r- X INDEP CONTRACTORS GENERAL AGGREGATE $ 2,000,000 - GEN'L AGGR EGATE LIMIT APPLIE S PER: PRODUCTS -COMP/OP AGG $ 2,000,000 I rxl PRO-POLI CY JECT nLOC AUTOMOBILE LIABILITY CAP 3 506 658 08/01/2006 08/01/2007 COMBI NED S INGLE LIMIT -$ X ANY AU TO (Ea accident) 1,000,000 -X ALL OWNED AUTOS BODILY IN JURY -(Per person) $ X SC HEDULED AUTO S B -X HIRED AU TOS BODI LY INJURY X (Per accident) $ NO N-OW NED AUTO S - -PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AU TO ON LY -EA ACC IDENT $ =l ANY AUTO OTHER TH AN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY CUP 2 578 762 08/01/2006 08/01/2007 EACH OCCURREN CE $ 5,000,000 ]] OCCUR D CLA IMS MADE UMBRELLA AGGREGATE $ 5,000,000 A $ --~ DEDUCTIBLE $ RETENTION $ 10,00C $ WORKERS COMPENSATION AND WC 3 231 052 08/01/2006 08/01/2007 x I we STATU-I TORY I IMITS I OTH-FR EMPLOYERS' LIABILITY 1,000,000 A ANY PROPRIETO R/PART NER/EXECUTI VE E.L. EACH ACC IDENT $ OFFICER/MEMBER EXCLUDED? E.L. D ISEASE • EA EMPLOYEE $ 1,000,000 If yes. des cribe under 1,000,000 SPEC IAL PROVIS IONS below E.L. D ISEASE • POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS SANITARY SEWER REHABILITATION & IMPROVEMENTS TO SERVE CLEAR FORK DRAINAGE BASIN; P258-707170043783; OCN THE CITY OF FT WORTH. CERT HOLDER NAMED ADLN INSURED EXCEPT ON WORKERS COMP WITH COMMERCIAL ~IAB BEING PRIMARY & NON -CONTRIBUTORY WITH WAIVER OF SUBROGATION ALL POLICIES AS REQUIRED BY WRITTEN CONTRACT. 30 DAY CANC NOTICE AMENDED TO 10 DAY FOR NON-PAY OF PREMIUM CERTIFICATE HOLDER CITY OF FORT WORTH 1000 THROCKMORTON ST FT WORTH, TX 76102 ACORD 25 (2001/08) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF , THE ISSUING INSURER WILL ~X~ MAIL _lQ_ DAYS WRITIEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ~~lfl)()(~~l()(ll(M~ltlXiX)l[~]U{lXIX~XX M~~XAllM~~~~~xx~xM~x~~xxxxxxxx IMPORTANT If the certificate holder is an ADDITIONAL INSURED , the pol icy(ies) must be endorsed . A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED , subject to the terms and conditions of the policy , certain policies may require an endorsement. A statem e nt on this certific ate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend , e xtend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date~ NAME OF PROJECT : C lea rfork Drai nage Basi n Sa nitary Sewe r System Reha bilitatio n and Improvements, Part 1 PROJECT NUMBER: P258-707170043783 IS TO CERTIFY THAT: Conatser Constru ction TX, LP is , at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described , for the type of insurance and accordance with provisions of the standard po licies used by this Company, and further hereinafter described . Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker 's Compensation Comprehensive General Bodily Injury : Liability Insurance (Public Ea . Occurrence : $ Liability) Property Damage: Ea . Occurrence : $ Blasting Ea . Occurrence : $ Collapse of Building or structures adjacent to Ea. Occurrence : $ --- excavations Damage to Underground Utilities Ea. Occurrence : $ Builder 's Risk Comprehensive Bodily Injury: Automobile Liability Ea. Person : $ Ea . Occurrence: $ Property Damage : Ea . Occurrence : $ Bodily Injury : Contractua l Liability Ea. Occurrence : $ Property Damage : Ea. Occurrence: $ Other Locations covered:----------------------------------- Description of operations covered :----------------------------- The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5 ) days after the insured has received written notice of such change/or cancellation . Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be • assured , the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. The City , its officers, employees and servants shall be endorsed as an additional insured on Contractor 's insurance policies excepting employer 's liability insurance coverage under Contractor 's worker's compensation insurance policy. A enc Insurance Co.: ------------ o..F=o'-'rt_W'-'-"o-'-'rt=h....,_A-"g""e=..,.n:..:ct ______________ By ___________________ _ Address Title ------------------------------------ ATTEST: (Principal) Secretary (SEAL) Witness as to Principal ATTEST: Secretary (SEA~-L~ Witness as to Surety Nikki L. Adams NOTE: Fort Worth, TX 76119 LIBERTI MU'IUAL INSURAOCE CCMPANY Sm,~~, BY: ~ ~ Name : Glenna S. Davis (Attorney-in-fact) Address : ·: 175 Berkeley Street ' Boston, MA 02117 Telephone Number: 972. 233. 9588 (1) C01Tect name of Principal (Contractor). (2) Conect name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated . In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact: The date of the bond shall not be prior to date of Contract. -13- PAYMENT BOND Bond No : 022020947 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS : COUNTY OF TARRANT § That we (1) Conatser Construction TX, LPas Principal herein, and (2) Liberty Mutual Insurance Company a corporation organized and existing under the laws of the State of (3) MA , as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Two Million Two Hundred Seventy-three Thousand Five Hundred Sixty-nine and no/100 .................... Dollars ($2,273,569.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators , successors and assigns, jointly and severally, firmly by these presents: JUN 1 9 2007 WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the __ day of -----A.D. , 2007, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: Clearfork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements, Part 1 (City Project NO. 00437) NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED , HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code , as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein . IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. . JUN 19 2007 SIGNED AND SEALED this __ day of , ~007. ATTEST: (Principal) Secretary (SEAL) ATTEST: Secretary (SEAL)y L(llL~~ Witness as to Surety Nikki L. Adams NOTE: 1. Correct name of Principal (Contractor). 2. Correct name of Surety. 3. State of incorporation of Surety. Vice President of Conatser Managerrent Title: Grou I GP ---==~P ..... , --'"'"n""c_,_ • .._, _,,,.,,_ ________ _ PO Box 15448 Fort Worth, TX 76119 ~~~ B . ~~~ Name: Glenna S. Davis Attorney in Fact Address: 175 Berkeley Street Boston MA 02117 Telephone Number: 972. 233. 9588 Telephone number of surety must be stated . In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. -14- MAINTENANCE BOND Bond NO: 022020947 MAINTENANCE BOND THE ST A TE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS : That Conatser Construction TX, LP(Contractor), as principal, and Liberty Mutual Insurance Company , a c01poration organized under the laws of the State of MA (Surety), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State ofTex~s, ("City") in Tarrant County, Texas the sum of Two Million Two Hundred Seventy-three Thousand Five Hundred Sixty-nine and no/100 .................... Dollars ($2,273,569.00) lawful money of the United States , for payment of which sum well and truly be made unto said City and its successors , said Contractor and Surety do hereby bind themselves , their heirs, executors , administrators , assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, said Contractor has entered into a written Contract with the City of Fort Worth, dated the __ day of Jut\ t' a@~copy of which is hereto attached and made a part hereof, the performance of the following de d ip HAprovements: Clearfork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements, Part 1 {City Project NO. 00437) the same being referred to herein and in said contract as the Work and being designated as project P258- 707170043783and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and made a part hereof, and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of Two {2) Years after the date of the final acceptance of the work by the City ; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two {2) Years ; and , WHEREAS , said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period , if in the opinion of the Director of the Water Department of the City of Fort Worth, it be ne cess ary ; and , WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repau or reconstruct said wo rk as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, rep air or reconstr1,1ct said work in accordance with all the terms and conditions of said Contr·act, these_presents shall be null and void , and have no for ce or effect. Otherwise this Bond shall be and remain in full fo rc e and effect, and the City shall have and recover from the Contractor and Surety damages in the premises prescribed by said Contract. Thi s obligation shall be continuing one and successive recoveries may be had hereon for succ essive brea che s until the full amount hereof is exhausted . IN WITNESS WHEREOF, this instrument is executed in ~counterparts, each one of which shall be deemed an original , this -day afJN 1 9 2887 l A.D . 2007. ATTEST: (SEAL) Secretary ATTEST: (SEAL) Secretary e: ......., ....... ........._~,=.;:i--=--------- T tie: Vice President of Conatser Managerrent Group, Inc. , GP LIBERTI MUTUAL INSURMa CCMPANY Sfilocy ~ B~~ Name: Glenna S. Davis Title: -~A-t~t~orn_e.,,..·-y:::._1_· u~-~E-ac~t~---- 175 Berkeley Street Boston, MA 02117 Address THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 2133652 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the 'Company"), a Massachusetts stock insurance company , pursuant to and by authority of the By-law and Authorization hereinafter set forth , does hereby name , constitute and appoint MICHAEL A. DELABANO, GREG A. WILKERSON, GLENNA S. DAVIS, CATHY VINSON, CAROLYN MAPLES, ALL OF THE CITY OF FORT WORTH, STATE OF TEXAS ........................................................................................................................ .. , each individually if there be more than one named , its true and lawful attorney-in-fact to make , execute , seal , acknowledge and deliver, for and on its behalf as surety and as its act and deed , anv and all undertakings , bonds , recognizances and other surety obligations in the penal sum not exceeding TWENTY FIVE MILLION AND 00/100**"***************** DOLLARS($ 25,000,000.00***** ) each , and the execution of such undertakings , bonds , recognizances and other surety obligations, in pursuance of these presents , shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE XIII -Execution of Contracts: Section 5 . Surety Bonds and Undertakings . Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe , shall appoint such attorneys -in-fact, as may be necessary to act in behalf of the Company to make , execute , seal , acknowledge and deliver as surety any and all undertakings, bonds , recognizances and other surety obligations . Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney , shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the pres ident and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII , Section 5 of the By-Laws , Garnet W . Elliott , Ass istant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make , execute , seal , acknowledge and deliver as surety any and all undertakings , bonds, recognizances and other surety obligations . That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF , this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting , Pennsylvania this 3rd day of __ M~a~Y~-------- 2007 COMMONWEAL TH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY LIBERTY MUTUAL INSURANCE COMPANY By~&t= IY-a<~ Garnet W. Ell iott, Assistant Secretary On this~ day of May , 2007 , before me , a Notary Public, personally came Garnet W. Elliott , to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company ; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation . first above written . CERTIFICATE COMMONWEAL. TH OF PENNSYLVANIA NcAarial Seill TeresaPastela, ~P\dc l'ty,n(x.dh Twp., Monlgomery Cwlty My~ Elcpires Mar.~-200} By~~ T er6sa Pastella , Notary Public I, the undersigned , Assistan ecretary of Liberty Mutual Insurance Company , do hereby certify that the original power of attorney of which the foregoing is a full , true and correct copy, is in full force and effect on the date of this certificate ; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company , wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed . IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company , tM~N 1 9 2007i day of :::,:. ca "C u, u, C1) C: u, ::::, .a >-c: ca -C: -o ~ 1- >-C/) a,W EE 0 Q. :t:o <( C') 0~ ... "C C1) C: ;: ca ~E .... ca .!!!o ..C:0 -.. _en 0 C: >,G> :!:: C1) :2! -a, ~ .a a,O =~ e<9 -=~ 'E<9 Oo (.).- ol.O 1-,.!. ~Liberty ~ l\tlutuat Important Notice TO OBTAIN INFORMATION ABOUT THIS BOND OR TO MAKE A COMPLAINT : You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: P. 0. Box 149104 Austin, TX 78714-9104 Your notice of claim against the attached bond may be given to the Surety Company that issued the bond by sending it to the following address: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the claim office by telephone at: 610-832-8240 Premium or Claim Disputes If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim , you should contact the company first. If the dispute is not resolved , you may contact the Texas Department of Insurance . This notice is for information purposes only and does not become a part of or a condition of the attached document. It is given to comply with Section 2253. 048, Government Code , and Section 53 . 202 , Property Code , Effective September 1, 2001 -15- CONTRACT (WTR) PART G-CONTRACT THE STATE OF TEXAS § COUNTY OFT ARRANT § JUN 1 9 2007 THIS CONTRACT, made and entered into the __ day of 2007and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do , Party of the First Part, hereinafter termed "OWNER", and Conatser Construction TX, LPthe City of Fort Worth County of TARRANT and State of TEXAS , Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH : That for and in consideration of the payments and agreements hereinafter mentioned , to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows : Clearfork Drainage Basin Sanitary Sewer System Rehabilitation and Improvements, Part 1 And all extra work connected therewith , under the terms as stated in the Contract Documents , and at his (their) own proper cost and expense to furnish all the materials , supplies, machinery, equipment, tools , superintendent, labor, bond s, insurance , and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents , which include all maps , plats , blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers emplo yed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon , together with the Contractor 's Written Proposal and the other parts of the Contract Documents hereto attached , including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which are made a part hereof and collectivel y and constitute the entire contract. The Contractor hereby agrees to commence work within ten ( I 0) days after the date written notice to do so shall have been given to him , and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore , subject to additions and deductions , as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF , the Parties to these presents have executed this Contract in ~counterparts in the year and say first above written. Ci of Fort Worth Texas Conatser Construction TX, LP PO Box 15448 By :-+-_-n--..:...._----11-----u.1------- Titl i\.P PROVED ... A . Douglas Rademaker, P .E . Director Department of Engineering ATTEST : )1\~~,·. // CityS,-c;~J_ (Seal ) WITNESSES : -16- STANDARD DETAILS CONCRETE COLLA.A WHERE REQUIRED.SEEP.LAN SHEET ANO DETAIL SHEET 02 . FRAME ANO COVER COMPLETE WITH WATERTIGHT MFINHOLE INSERT . ~ 2 ROWS BITUMASTIC JOINT SEALANT ~----o O O ~ BETWEEN A~L ADJUSTMENT JOINTS ~ ~ . z ~ f- a: w f- <I: w a: L'.l CJ g ~ -+---- 7 i------c'2:.,,.4~'--~r PRECAST ADJUSTING RINGS MIN. PRECAST CONCRETE CONCENTRIC CORBEL SECTION OUTSIDE TO BE WATERPROOFED WITH TWO COATS OF ASPHALT EMULSJON lSANlTARY MANHOLES ONL Yl PRE CAST CONCRETE MANHOLE WALL .· SECTIONS IN ACCORDANCE WITH ASTM C478 4~0IA.FOR SEWER ~-~~~~-~ PIPE THROUGH 21 ' DIA. '.:J AND 60' DIA. FOR ~ SEWERS THROUGH 36' ~ DIA. UNLESS ~ OTHERWISE NOTED ON PLANS. INTEGRAL MANHOLE BASE OR PRECAST CONC . SLAB C6' MIN. THlCKNESSl PER ASTM C-478 6' G'GRANULAR CUSHION SECTIONAL ELEVATION STIH>ARO MNH)LE, PRECAST FLEXIBLE PIPE GASKET CAST INTO STRUCTURE AT ALL PIPE PENETRAT10NS CRUSHED UMESlONE PIPE BEDDING C4' MINIMUM BELOW BELU / . CONCRETE COLLAR WH ERE REQUIRED, SEE PLAN SHEET AND DETAIL SHEET 02 z <I: I l- a: w 1- <t w a: 0 6'GRANULAR CAST IRON MANHOLE FRAME ANO COVER COMPLETE WITH WATERTIGHT MANHOLE INSERT 24' ~IN . BENCH MIN. SLOPE OF l" PER FOOT CAST IN PLACE MONOUTJC CONCRETE MANHOLE WALL AS SPECIFIED OUTSIDE TO BE WATERPROOFED WITH TWO COATS OF ASPHALT EMULSION CAST IN PLACE MONOUT IC CONRETE MANHO LE WALL AS SPECIFIED PIPE CONCRETE EMBEOMENT TO FIRST PlPE JOINT <SEE CAST IN PLACE MANHOLE BACE SECTJON DETAIL> CAST-IN -PLACE <CLASS F 4000 PSI CONRETElMANHOLE BASE <SEE DETAIL> SECTIONAL ELEVATION STANDARD CAST IN PLACE MANHOLE ) .... , ... ·,· ""=:,~"·····~·· ..... , .... C ~'· ............ •,M -~. ':i0,\'.'l.,,, ::;.U"!::"':> ;:.~ l~ \ ~ :\J\i. ... ·=· ~C '" •.•. u· __ .__:·:i.~·~ . : . ·-~:.i..;.1..:-.., . ·-··-.:..·~~ ....•.•........ 'I. .•.•. ····--..:.:... ••. ··-···:-~c.::o.. -l..e., ... --.... ..... N.,, .. __ ~~ ~ .... _ ...... u.,.~"·--"-•.:..%. .. ·-~--....:..:.a .~,!'!,·-.....:......:·..,~;h: ... .,;~.r • .:.-..;..':i..'l::.~, SMOOTH TRANSJTION REQUIRED BETWEEN PIPE AND CHANNEL · SLOPE TO DRAIN 2' MIN. IF PRECAST RISER SECTIONS ARE USED B' CAST IN PLACE <CONC. CLASS F ~ 4000 PSI>· · MANHOLE BASE WITH WIRE MESH REINFORCEMENT OF MINIMUM 0.5 SO.IN. PER FOOT IN BOTH DIRECTIONS PLAN VIEW -·-· FLEXIBLE WALL CONNECTJON . <JYP . AT PIPE ENTRY TO MH> DRAIN ---PIPES ENTERING AT ANGLES SHALL BE PROVIDED WITH A 1 'U' CHANNEL ~OF PIPES INSIDE DIAMETER LINES STRAIGHT THROUGH MANHOLE SHALL BE PROVIDED WITH A 'U' CHANNEL ONE HALF OF PIPE INSIDE DIAMETER 2'-0' 6' MIN. CONCRETE ENCASEMENT USED ONLY WHERE FLEX WALL CONNECTJON IS NOT PROVIDED THE MINIMUM DISTANCE BETWEEN THE INVERT OF THE DOWNSTREAM PIPE AND THE TOP OF THE MANHOLE BASE SHALL BE THREE <3l INCHES t:!.Q.Ifr I.. PIPE SHALL BE EMBEDDED IN CONCRETE TO WITHIN 6' OF THE FIRST JOINT FOR RCP AND DJP UN L ESS A FLEXlBLE WALL CONNECTION IS USED . IF A FLEXIBLE WALL CONNECTION IS USED . CRUSHED LIMESTONE EMBEDMENT MAY BE USED. 2 . IF FLEXIBLE OR SEMI-FLEXIBLE PIPE IS USED FLEXIBLE WALL CONNECTOR MUST-BE USED. . 3 . FLEXIBLE WALL CONNECTORS SHALL BE PRESS WEDGE, A-LOCK,PRESS SEAL <PSX GASKETlOR APPROVED EQUAL. BASE SECTic», CAST IN PLACE _ MANHOLE ··---· .. -----··.---------. -·--~~--·-·----_._ ---··· --·---------·-.--··------·· .... ·~---·-·---------·--·-·--·----·-------···--__ .. ---··--· -·-··---··---·-··- INVERT CHANNE L CONC . r f="LEXJB LE BOOTS MEETING ASTMC928 CLAMP ON TYPE (CAST IN BOOT .SHOWN PRESSED IN BOOT ALSO PERMITTEOJ . CLAMP SECUR L Y_IN . ACCORDANCE WITH BOOT MFR'S OR INS TRUCTION S . INSTALL PIPE IN ACCORDANCE WITH~~ ....... BOOT MF.R'S INST. --"-----<---4--<-_J WHEN PLACING FIELD-POURED INVERT CHANNELS,PACK ANNULAR SPACES WITH EXTRUOIBL E PREFORMED PLASTIC GASK ET MAT ER IAL TO PREVENT INVERT CONCRETE FROM ENTERING SPACE BETWEEN PIPE ANO FLEXIBLE BOOT SANIT AAY MH PIPE CONNECTION DET >JL .FLE XIBLE BOOT ME ETING ASTM C923 A-L OCK TYPE .,,.,,,.,.,.,,....=·'"'""'-"'"''-'"'.u.""'''"·""""'"'':"'•=""·'~"".,.·=•·""'""""'""""""-"-"·=t'.l.""-'-"=~·.s.,"'""'"'':...;.,.=, .. ,,,,,,,;s,,;.,,·,,~,;s,c;;•,c,.,"'"'="'"o;."'"""'~'-"-"""'"ec·m:·1•,•·1•'-rG1.:.\ci,;r,.:i,~,1e=""""";_s"""'""''"3"'-'~>.c~.&>'-'k:'~.i:.~ -·v ....:~"'. TABLE 2 JNSIDE MAXIMUM TRENCH WIDTH PIPE AT TOP OF CONDUIT OJAMETER 6' 3i-2· 8 ' ' 3'-2' 10' 3'-2' 12' -3'-4' ' 15' 3 '-6' ' JS ' 3'-10' 21 ' 4 '-4' 24' 4'-8' 27 ' 4 '-11' 30' 5 '-3" 33' 6'-0' -. 36 ' 6 '-4· 42' 6'-11' TRENCH WIDTH T>BLE 2 , r a-•4 REBARS TYP. USE 2500" CLASS· B . CONCRETE CASE !: COLLAR SHALL EXTEND TO TOP OF 2 :27 CONCRETE <NO REBAR REOUIREDJ . CASE 2: -.-- COLLAR SHALL EXT END 3 ' BELOW BOTTOM OF GRADE RING <REBAR REQUIRED) ~A SECTION · A-A FIGLE 121 IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS 5 /18 /90' E!-20,21 MATERIAL E2-20,21 CONSTRUCTION 3A' CHAMFER TYP . 6' MIN •• EXCEPT 2" MAX. IN BACK YARD AND ALLEY, CONCRETE MANHOLE COLLAR DETAIL . MANHOLE WALL 4-•3 DOWELS SPACED EVENL Y <FOR DR1P OF 1.8' TO 21> NOTE: DO . NOT DEFLECT THE PIPE JOINT IN LIEU OF HYDRAULIC SLIDE. NO EXCEPTIONS. SE.tiitii NOTE: DROP TROUGH WILL BE POURED MONOUTHICALL Y WITH CAST IN PLACE BENCH, _OR DOWELED ANO GROUTED TO PRECAST BENCH • HYDR>J.JLIC SLIDE DET >JL .. -··-··---------'-"'·----------· ------·-····· -~---···------·····-··-·-·· -·-------·--·-----------. . .. -----·-··------··-····-------·-------·------·· ··--·--·--··"'-·--·--····-· w w 0.... > 0:: 0 (!) LL <[ 0 (OMPACTED BENTONITE CLAY OR 2 -SAC K CONCRETE IS) 0.... -' 0 -sr-I- MINIMUM WIDTH , IN LONGITUDINAL.: DIRECTIDN SHALL BE 4 '-0' FOR CLAY AND 1'-0' FOR 2-SACK CONCRETE 6 " MINIMUM INT O UNDISTURBED SOIL SEWER PIPE NOTE:ON EACH SEWER LATERAL WHERE NEW PIPE IS INSTALLED BY PIPE BURSTING METHOD.INSTALL CLA Y DAM JUST DOWNSTREAM OF MOST DOWNSTREAM SERVICE RECONNECT CLAY DIW OET AIL EXISTING SURFACE . CLASS E 1500" CONCRETE RESTORE SURFACE AS SPECIFIED BACKFILL AS SPECIFIED 5' MIN. 5' FOR I0=24'0R LESS 9' FOR ID=27' OR MORE CONCRETE ENCASEMENT DET.AJL ·. : - - ... ' • ~"! J2 ' MIN ._ -- Yzr }. (.} . . J •• ~ 6 ir-CLASS E, . . ~ J . I . l 1500# CONCRETE I . .l I.D . I I I . . J . .} I J ·- J 2 ; .. . .. J . '..) . .} ... ; r I . PIPE Bll.KHEAD DET>JL ' '· /' . ,- ' Y · · ~.;,.;. ••• ..::..,:._., .• ~, •. , .. _· . .r •• ~ ...... 1o .;.,._.::..,..:...:..., •• ·-..l. • .J. .. ' • ...u.'.::,.i....:..:.::.·;,~ ... :::.a..i..,ll....::,..lo.:.,..l:..:.:.;..::..).J~.1,.:..;• ... :....l::.-..,..~r11. . .i.;..:.:..~~a... ... ~..,..!lc.~.:..~~ .. ~~:a.::.::,..:;,,.~'l:......,~...:f.:.~~·~~t..:~,~\.'::.;.:»· .. 1;,:ui';!.l.:.~•~..,il~t~~~.i'.1..WS.\k".\...~N~~,·~~'.!.G.:-.t.:,~t:,: ..... ~•;:-,:,ii;._;;'l:,~.!;..a:.:. . . -. ... -· REMQVE MANHOLE FRAME.COVER, ANO GRADE ADJUSTMENTS TO A MINIMUM DEPTH OF THREE FEET BELOW GRADE FOR MONOLITHIC CONCRETE MANHOLES.FOR PRECAST · CONCRETE MANHOLES AND BRICK MANHOLES THE .ENTIRE CORBEL SECTION SHALL BE REMOVED. FILL UP TO 3"ABOVE CROWN OF INCOMING PIPE WITH MIN 2500 P,Sl CONCRETE NOTE: BAC KFILL AS 'REQUIRED AND TN ACCORDANCE WITH SPECIFICATIONS. SURFACE RESTORATION SHALL MATCH EXISTJNG OR BETTER CONDITION ANO BE IN ACCORDANCE WITH SPECIFICATIONS. I • I I I I \ \ \ \ SET MASONRY BULKHEA IN ALL PIPES ENTERING STRUCTURE SECTIONAL ELEVATION FlLL WITH SAND 4' MJN . 12' MJN., . . . d • EXISTING MANHOLE MIN . 12' INTO P I PE OR I.D. WHICHEVER IS LARGER POUR IN MIN . 2500 · P.S .I. CONCRETE 5• 12 ' MIN. . 4 I.D . EXISTING SEWER FILL WITH GROUT WITHIN INFLUENCE ZONE OF PAV EMENT FOUNDATION OF BUI LDINGS ANO UTILITY STRUCTURES. MIN. . . . d 4' MIN. MIN. 2500 P.S.I. CONCRETE BUL KHEAD SEWER .AB>NDONMENT DET~L :• •• ~ • L :; .... 1,~. i>li~ish':,<i;{.l>,"1:S~;:o:,,;,,\~;.,t','..fr,u,S-,-'.J.,s\c.,cc;_:'-":":·,,0 ,,.·.:·.: -,',;;'.·,,,,-·-.-,>• \.'' , .. · . ., . , ..... , .. , -, ·.;,,:i'L \.:_,.·_ .... ,.--•--'·=:··"'--'· ,., ....... _. . .,: ,.: .. ,.;,,.,. '"" _.,·,,·c.,,., ... · . .-• .-.-:M.,·:c. :.,~,--.;,: .• :•:, ,,:.>~;,,,,;~•;).,_·:c•··:·, _ ."'\'.'"/ ·,·',.··,;.';,;;ir \;)' ··,._,,_1__,.,, .• ,.,°""'-"'-'"•"'- .•. ;.•:.,...J~ ,;.:;. CONCRETE ENCASEMENT. TO PLUG ALL OPENINGS IN STORM DRAIN CONCRETE -ENCASEMENT NEW D.I. SEWER PIPE SAW CUT EXIST. . / STORM DRAIN · RM ORAlN ---EX1ST1NG 510 -. . -~----/ ---_c----·, L-_-- CONCRETE ENCASEMENT <1 FORMS INSIDE STORM DRAIN MAY BE REQUIRED ==-==c-=cc-==-==c-,,cc=-,=---+=--,d--:-~--=---~ ~ 4----+-.=..---=---=-=--~-=------ NEW D.I. Sl::WER PIPE SAW CUT EXIST. STORM DRAIN " STORM DR>JN CROSSING DET >JL 6' REMOVE ALL FORMS AND DEBRIS FROM INSIDE STORM DRAIN AFTER CONCRETE ENCASEMENT HAS CURED r · \. .. l:- SEWER TEE CONNECTION EXISTING SERVICE LINE 12" MINIMUM r <CONCRHE ENCASEMEN n L' R=~ STAINLESS STEEL BANOS NORMAL CRUSHED LIMESTONE BACKFILL ·oR CONCRE TE ENCASEMENT WHERE INTEGRAL TEES ARE NOT PROVIDED. PLAN VIEW 6' MINIMUM TEE CONNECTION -WITH INTEGRAL TEE OR GASKETED SEWER SADDLE lAS SPECIFIED> tCONCRETE ENCASEMENT) NORMAL · CRUSHED LIMESTONE BACKFILL OR CONCRETE ENCASEMENT WHERE INTEGRAL TEES ARE ·NOT PROVIDED . SECTIONAL ELEVATION MAX. 45" PIPE BENO (IF REQUIRED > FLEXIBLE COUPUNG ~----~ ~ ~;X~STING SERVICE LINE MAXIMUM SLOPE 1:1 MIN . GRADE 2 % NOTE:FOR SERVICE CONNECTIONS "O HOPP WHERE PIPE ENLARGEMENT METHODS ARE USED, SEE SPECIFICAT°IONS t!.QTu SEWER SERVICE LINE LOCATION TO BE MARKED WITH RED VINYL TAPE -.AT LEAST 3' WIDE ANO 10 MIL . THICK ATTACHED TO THE END OF THE SERVICE AND EXTENDED THROUGH THE BACKFILL AT THE POINT OF HOUSE SERVICE CONNECTJON TYPICAL SERVICE RISER CONNECTION ' !.-. \ :·• ;'l .",'.(:•·.11 . •.· .. -~~-~-. ·._,:,_''· ~-· ~ . ~ .·.C' •. . ,•, ·1 >*7_'.'._j''1(·? '., -~ . .. •,'i .•· .. . . . . : ·: .. ·.· ... ::·, .}{.''. ··:_+. )~ :: . :..: . . . ·:. rr_</~---:_ .·, ~7_;r ·: ,\ ~-ilini .: ..... · .. :.: ··: · .. · .. ·. · · .. :' PIPE AND flTilNGS SHALL BE. . . · . ' ·• ' · .. · , • ... :·. SOR-35 OR SDR-26 PVC .· ... .... ,· ...... . • · . .'... .. ·. : \'<HEN P~CED "'1lli1 N ROW. {".·TOPS OIL PROPERTY~ LINE . . :· I I I I ~alY oF FORT · WORlli STANDARD :CLEANoUT CAP (PVC QR CA~T IRON) I .. .. BACl<Flll. CLEANOUT S;rACK l'illli ·-· ·APPROVED GRANU~ B!CKFlU.. . 6" ,',LL AR OUND •• •' •• 1 ·.-; -: DO UBLE BAND STAINLESS STEEL COUPLING " ........ ~..,..,.l-,.:-=<r7'~~-:-i\isEif:·: .:-::..'.::· ... ::.: ... :·.: ··:::::---~--· -·-··· · · ·· ··· .. · ·· · (bUCTILE IRON OR PVC) TWO WAY CL.£AHOUT TEE : .. : . -~ .. &JR-35 OR &lR-26 ScR\iCf, SUlPE-VARIES, 2X IJIHil.!UI.I ~NCO Fl.£XIBLE _/ coupu~G REQUIRED IF -EXISTING SERVICE ···:LATElVJ_ .PRESENT.·.· · . ....... , ...... _._. .. · ... LJ l:(IN .~ .. .• .\ ·:.· ·,,.1 · . ·-·-... -···· \. · BEOlllRE·o .. MATERIAi :, ',,·,I .. ·,-.:•,'••• .· ·' I I ~ • • ' .... ,. ,• ·; .. M~N SEWER :, .. · .. ·cLEANOUT ·:NOTES ·.,.~:i>:<, .. . . . . :· ,· .. : .. ~ ... ;• . : .... ·.. . .. :::···: ·:, .. ...... ... . .. ·. . ·. ,:.:: ... :.'-: .. ~· :·.·;·-:/:··"· , ·1. 11-lE S~-TE£ AND PIPE FllllNGS INSTAU.ED ,SHfil· . ." .BE ~D~-:~5 .. 0~ ~R-:26 PVO _ li!!\'TJ;WAL;.'~:. : ... ..::::~·;· . 2.. coNNEc110Ns ro THE EXISTING smvici::· SHAU.:. Eii:: ·1.1AoE . USING RUBBER SLEEVE COUPLINGS ' 'nllH STAINLESS STEEL . 0DUBL£ BAND REPAIR SLEEVES.··. ittE st£EVES SH,1.LL BE TIGHTENED ro· Tl-iE TORQUE RECOMMENDED BY .lliE · MA!'IUFACTURER.. . .· . · · . . 3 : THE EMBEDMElff MATERIAL usrn SHAU. BE SANO , . GRAVEL, OR OTHER APPROVED BEDDIHG MATERIAL,. 4.· SLOP.E'OF lHE l.l~HUNE0 S£Rv1CE :U..TERAL::si-i>il'Bi::°.A MI NIMUM QF 2 PERCENT. . 5. IN HIGH lRAFFIC AREAS, (STREETS, DRIVEWAYS,. . · .S1DEWALKS, AND WAll<WAYS) WASITWATER a..EANOUT STACK AND CASTING SHAU. BE _ Of .. ~ASJ .1~9/:L .. 6 . IN NOH:....lRAFFlC AREAS WASTEWATER .CLEAHOUT CAP AND STACK SHAU. BE PVC MATERIAL 7. CONCRETE USED AROUND Ct.£.ANOUT . ASSEMBLY .SHALL BE 5 SACK, 3 ,000 PSI 1,11x.· CAST IRON CLEAN OUT -BOOT -5 .3" .... , · .. .. . . ·~· ;, 'i? ~;/:.i5 :~iii ta ~·.. -· -.,'":-I"'": . .., .. ·:··: : :·::-·.-:·· ··:··~· ., · PVC ··or Cost ·.Iron : CloWloul Cop ~·· .. . -· -·--,:,._, ... 7 .. ~ .. .' ... I'• • -..... ; PRODU ¢J::INF0RMA]ON · · · · ·, , .. ••. ·F~~~-~t ~n"i.;'~~?~; :~ ~j~·<.: i ~.f~~citl~n · Subjc~{Ta Change.· Pl:·.::;: :,_,:;~:::~~t~tl~M~t:r.~sJ?~~ 6_;:~1-~_~: .~i~i.J1t.:#t~~~;t _: -~_:::.-~:-; ~1t }:)_.:;:=-~_rr~~~~~~ -.... \: [/L_~---· .. _--..._____;~· . '::)i"_ ~i~f t/·'.':'. ... •~ • II ,•:, • :.-: •.. {.::?: :?~·,:,, ·., f;;'.":~1t!:~~tibt~~:~~~t.:~:r:~tand Rlocr th','", ;-.. •f ·.:~·-"':i'(.!i"t:!.7'. .. ·(:":"':·:t·;.~: .. :,.. ·, ' ' ·. . '--:.. Dou)?l~ :El'lll,L ~~P.<i.lr'/.J):cin's! ljcil) · Coupl ings t-:· is ;s~&':~:'iooD~:r.si·:c61iW:a) '. Con~ctc . • ·-,•. ~ :. ,.',\:..-.:;J;:!.:~*"-l 0 ~-.... ~t;r4-1.,~,: ·-· .. ~,Sand .ori Gravcl"·Bcclding 'Material tr:: ::--.:~)Jt((t~l~?I{ii'.Jf\.-: :: .. •. ·: .. · -•.. -. Pla:0°l\c S~wu·. L:i"icrol et~a"n~uY i'I/~ -~~ta;;\nd .. ~up \l pg .. . . 2.25 lb"t ........ · .: .:. ATL-152~. ;;,~.}ii:\~11f f iR;?Ji~f lY:ciiIJif ,:Li:. '/;Xi.i:1\i'.:.•·-····· .. ....... ]-r _:;:. __ -.. ::~~~1i! ..... · .. EXISTING CURB & GUTIER NOTES : TRENCH REPAIR LIMITS EXISTING HMAC PAVEMENT EXISTING HMAC PAVEMENT BACKFILL MATERIAL (SEE NOTE #3) TRENCH REPAIR W/PERMANENT HMAC PAVEMENT AND NON-REINFORCED CONCRETE BASE TYPICAL SECTION 1. PLACE A MIN . OF 2 " HMAC SURFACE COURSE (TYPE "D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN . 2 . PLACE A MIN . OF 8" 2 : 27 CONCRETE AS SHOWN . EXISTING CURB & GUTIER 3 . FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS . IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH . FOR STORM DRAIN INSTALLATION , BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH . FOR WATER OR SANITARY SEWER INSTALLATION.BACKFILL SHALL BE PER FIGURE A. 4 . ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION . CITY OF FORT WORTH , TEXAS PERMANENT ASPHALT PAVEMENT REPAIR WITH NON-REINFORCED CONCRETE BASE REV. 05/2006 DA TE : 09 /2005 2000-1A EXISTING CURB & GUTTER EXIST BASE EXISTING HMAC PAVEMENT N0.3 BARS ON 24" CENTERS BOTH WAYS WITH MIN. 2 BARS LONGITUDINAL IN DITCH TRENCH REPAIR LIMITS MIN . 2" HOT MIX ASPHALT SAW CUT EXISTING HMAC PAVEMENT CLASS "A" REINFORCED CONCRETE BASE ---BACKFILL MATERIAL (SEE NOTE #7) EXIST CONC . BASE REINFORCED CONCRETE BASE NOTES TYPICAL SECTION 1. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL THICKNESS OR TO A MINIMUM THICKNESS OF 5" WHICHEVER IS GREATER. 2. IF STEEL EXISTS IN CONCRETE PAVEMENT TO BE CUT, THE STEEL SHALL BE CUT AND SALVAGE AS POSSIBLE. A MINIMUM LAP SPLICE DISTANCE OF 12" SHALL BE PROVIDED . 3 . REINFORCED CONCRETE PAVEMENT WILL BE REPLACED OVER TRENCH, AS SHOWN, IN THE EVENT NON-REINFORCED CONCRETE PAVEMENT IS REMOVED . 4 . ALL EXISTING ASPHALT COURSE SHALL BE REPLACED TO THE ORIGINAL DEPTH. MINIMUM PAVEMENT ON ALL ASPHALT STREETS SHALL BE 2" OF FINE GRADED SURFACE COURSE . 5 . BEDDING OF PIPE TO MATCH ADJACENT SECTIONS. 6. 2 : 27 CONCRETE MAY BE DELETED IF HALF THE SPECIFIED THICKNESS OF 2: 27 IS ADDED TO THE CLASS "A" CONCRETE. 7 . FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS . IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH. FOR STORM DRAIN INSTALLATION , BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH . FOR WATER OR SANITARY SEWER INSTALLATION, BACKFILL SHALL BE PER FIGURE A. 8 . ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION . REV. 05/2006 CITY OF FORT WORTH, TEXAS DA TE : 09 /2005 PERMANENT ASPHALT PAVEMENT REPAIR WITH REINFORCED CONCRETE BASE 2000-18 TRENCH REPAIR LIMITS EXISTING HMAC PAVEMENT EXISTING HMAC PAVEMENT · .. EXISTING CURB & GUTIER NOTES : TRENCH REPAIR W/TEMPORARY HMAC PAVEMENT TYPICAL SECTION BACKFILL MATERIAL (SEE NOTE #3) EXISTING CURB & GUTIER 1. PLACE A MIN . OF 2" HMAC SURFACE SOURSE (TYPE "D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN . 2 . PLACE COMPACTED FLEX BASE MATERIAL AS SHOWN . 3 . FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND IS OPTIONAL IN OTHER AREAS . IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH . FOR STORM DRAIN INSTALLATION, BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH . FOR WATER OR SANITARY SEWER INSTALLATION.BACKFILL SHALL BE PER FIGURE A. 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. REV. 05/2006 CITY OF FORT WORTH, TEXAS DATE: 09 /2005 TEMPORARY ASPHALT PAVEMENT REPAIR 2000-1C 5 ' MIN . EXISTING BASE (IF ANY) NOTES : DOWEL PIPE CLASS "A" REINFORCED CONCRETE PAVEMENT REPLACEMENT TO THE NEAREST JOINT OR CURB. EXISTING CONCRETE JOINT TRENCH REPAIR W/REINFORCED CONCRETE PAVEMENT TYPICAL SECTION EXISTING CONCRETE PAVEMENT 1. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS . . IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH . FOR STORM DRAIN INSTALLATION, BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION , CITY OF FORT WORTH. FOR WATER OR SANITARY SEWER INSTALLATION.BACKFILL SHALL BE PER FIGURE A. 3 . PLACE 6" OF 2: 27 CONCRETE AS SHOWN . 1" OF REINFORCED CONCRETE MAY BE SUBTITUTED FOR EVERY 2" OF 2 : 27 CONCRETE . 2. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL DEPTH, OR TO A MINIMUM DEPTH OF 5" WHICHEVER IS GREATER. 4 . REINFORCEMENT OF CONCRETE MUST MEET CITY STANDARD OR MATCH EXISTING, WHICHEVER IS GREATER . 5 . ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. CITY OF FORT WORTH, TEXAS TRENCH REPAIR W/REINFORCED CONCRETE PAVEMENT REV. 05 /2006 DA TE : 09 /2004 2000-2 ' .. ,, ... ' ... ,---['··--··· ALL CONSTRUCTION MUST BE IN ACCORDANCE · . WITH THE · CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AI\JD STORM DRAIN CONSTRUCTION . E>(ISTII-.JG CURB · & GUTTER · EXISTING BRICK PAVEMENT . DOWEL NOTES: . EXISTING B ASE (IF ANY) 1. REll'IFORCED COl~CR ETE B ASE 31-iALL BC REPLACED TO ORIGINAL )EPtH OR TO A MINIMUM DEPTH OF 5" rVHICHEVER IS GREATER. CONCRETE ,HAL L BE CLASS "A" PER CITY OF 'ORT WORTH STANDARD .. DITCH WALL '.. RE INFORCEMEl'1T OF CONCRETE MUST !EET CIT Y STANDARD OR MATCH EXISTING, l'H ICHE VER IS GREATER. . PLACE 6 11 OF 2:27 COI-.JCRETE AS SHOWN . ' OF REll'-IFORCED CONC RETE MAY BE UBSTITUTED FOR EVERY 2" -OF :27 CONCRIETE. . I obwEL . MORTAR BED SEE SPEC. PIPE'1 I I · 4. FLOWABLE FILL IS REQUIRED TO BAC KFIL L ALL T .RENCHES IN DOWNTOWN STREETS,AND OPTIONAL IN OTHER AR EAS BACKFILL SHALL MEET . SPECIFIED ITEM 402 OF THE . STANDARD .S PECIFIC ATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CIT Y OF FORT WORTH EXISTIMG CURB & GUTTER V \ 5. EXISTING BRICK SHALL BE REMOVED CAREFULLY TO AVOID DAMAGE. DAMAGED BRICI< IS TO BE' REPLACED WITH UNDAMAGED BRICK TO MATCH ADJA(;ENT BRICI < TYPICAL SECTION ·-TRENCH REPAJR . TYPICAL BRICK SURFACE & REINFORCED CONCRETE · BASE -,M,--1...IE_N_DE-,-D_B_Y_:~--_a ___ 'ls--;-L-1-A--DA_T_E:_2.,_/_1.s-_\_o\-. ,----F-:-"'".0-R-::-T-W_o_R_T_H_:...___-,-A_PP_R_;_OV_ED_B_Y_: ~========~-DA_T_E:-=-~---== .~ .. ~~ HUGO MALAI-.JGA '.GE ·A. BEHMAf\lESH, 1T ANT DIRECTOR , Trw· · l~ DIRECTOR, TPW CITY OF FORT WORTH, TE XAS TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISI ON ,. '-" STI Nv c NCRE TE SHALL BE SAW CUT FULL DEPTH . 2: .. 0RIL L "AN D GROUT N0.5 x ·21 11 TIE B ARS . AT 24" C-C. PENATRATE MIN . 6 11 11\/TO EXISTII-.JG PAVEMENT . J. -SP LI CE NO.J B ARS TO THE N0.5 TIE BAR . wm-1 A · Mli'/IMUM 12 " OVERLAP. 4 . AT EXP ANS ION J OINT U SE REDWOOD EXPANSION JOINT FILLER AND N0.6 x 24" SMOO TH DOWEL AT 24" C-C · SAW c-·utl r·-t ~-·-· NO. 3 BARS B2 24 " C-C BOTH WAYS ' SAW . CUT I. / E XIST IN G STEEL l i'l P AVEMENT _ SHALL BE CU T EXIST . CONC. P AVEMENT · .. ·· .... · .. . . . . .·· . ·. •,,' .. 0 • • •: o o ~ • : o ·~ • '0 •,. • t ... t :' ~ '. •'•.'~I • 0 01. • • I ' o : 0 ': • : • •• • o ',. '. : : 0 o ', •• 0 0 ', :. > ' -4 ---· --··-~--~ ·611 13.i, .. _____ SAWED OR CONSTRUCTED JOM --:---,~~~t--5_' -:M_INT. -~~---_··-_·-. i JOINT . 51 5 1 MIN.---L_ ........ ,,, CURB •· I 1~~1 z T YPICAL PARTIAL . PANEL REPLACEMEl'lT REINFORCED CONCRETE PAVEMENT _::..._..:__...:..-..:.·-:.· . . JOINT DEPTH PAVEMENT J OINT THI CKNES S DEPTH T· 5i1 'H/{" Tq ·6 11 1--1/2" T• 7" · 1-3/ +" T• 8" 2" COMMEND ED B·Y ~ DA;~,2.J{IS/o\ ORGE A. BEHMANESH, FORT WORTH ~~ Yi{ ·APPROVED BY:-------DAT [: ___ _ $!ST ANT DIRECTOR , TPW V. CITY OF FORT WORTH , TPAS TRAl{SPORT AT ION/PUBLI C WORKS . ENGINEERING DIVISI ON HUGO MALANGA DIRECTOR TPW FIG . 2000-4A NOTES 1 .THE FOUR SIDES OF.THE CUT SHALL · BE NEATLY SAWED WITHOUT ROUGH CURB & GUTTER ·ASPHALT PAVEMENT . SPOT REPAIR . ,,., .•.. l 5' M I M. . ' EDGES -==,~~~m=========r===rim~==r====~~~~~~~==y=~ .. ---.... --·-· 2 . ANY REMAINING .PAVEMENT BE1WEEN . SPOT REPAlHS MUST BE A MINIMUM . · OF 5' IN A LL DIRECTIONS . .. 5' MIN . I -. ,;,.,· === l I I LJ N 4 C ,w ,am:NY//.Y.I I 5' MIN. z ' ' • I I I I · •I I I 5'.MIN. u 2li' ASPHALT 28' . -==~' ~~~s======::::'::=::::;::::~~~~~==========~~~~~~==--.-------- cuRs s, GUTTER TYP I CAL28' WIDE PAVEMEN T OlviMENDED BY)~~ B~ DATE: 2,/ ts l'o \ R.GE A. BEHMA1'1ESH, IS T Al'1T D'IRECTOR, TPW J. CI TY OF FOR T WOR TH, TE XAS TRANSPORTAT ION/PUBLIC WORl<S . ENGINEERING DIVISION DATE: -~-APPROV ED B Y : ---'----- HU GO MALAl~G A, DIRECTOR, TPW . ··; ··:,:.. TES: OVID( ADEQUATE ovrnLAP OF PLATE ON tALT TO ASSURE NO SLIPPAGE OF E ANO NO .COLLAPSING OF TRENCH TRENCH LENG.TH IS LESS THAN. ·s-FEET STEEL PLATES WILL BE IN PLACE LESS . 48 110URS STEEL PLATES MAY BE ED DIRECTLY ON EXISTING . ASPHALT WITHOUT JG. PROVIDE TEMPORMY ASPHALT ,~ SI TIO NS EXTENDll~G ,3-FEET BEYOND EDGE . TEEL PLATES.· COLD MIX · A. BEHMANESH, ~T DIRECTOR, TPW .TYPE EXISTING · M.H. OR VALVE AT GRADE STEEL PLATE TYPE "A" MUST HAVE PRIOR APPROVAL OF CITY . FOR FortrWoRTH --y--. ~.,,ft .. . ·• . . ,, . . . . · CITY OF FORT WORTH; TEXAS . · TRANSPORT AT ION/PUBLIC WORKS ENGINEERING DIVISION . ~: ,., .... TRENCH STEEL PLATE "B" PLATING . ' MI LL 1" FOR STEEL PL ATE. PAC I( JOINT WITH COLD MI X / APPROVED BY; ~------DATE: ___ _ HUGO MALANGA · DIRECTOR, TPW · f'IG 200 0-5 MINIMUt.A 6" · INITIAL:---;-;-......,.,....,.....,..- BACKALL COVER MINIMUM 6"--+-+=1s-.....,.,..-· EMBEDMENT TYPE "C" BACKFILL S££ SPEC . E1-2.+ G.C.O . ..__._..,_~-SAND MATERIAL EMBEDMENT . & INITIAL BACKFILL SEE SPEC. E1-2.3 G.C.D. · WATER: SIZES UP TO AND INCLUDING 12" MINIMUM INITIAL BACKFILL COVER: ----~ TYPE "C" BACKFILL SEE SPEC. E1 -2.4 G.C.D. WATER -6" SEWER -12" STORM DRAIN -12" ,.,..,..,....____ CRUSHED STONE OR SANO MINIMUM 6"--+-.=.~--............., MA lERIAL INITIAL BACKFILL SEE SPEC. E1-:-2.+{b) OR tf-2.3 G.C.D. EMBEDMENT :.=-in=~==m=-r= ,-~-CRUSHED STONE SEE SPEC. E1 -2.3 G.C.D. , WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES· 2 n::: 0 LL >--z <( z _J _J LL ~ u <( m ~ 1--z w 2 0 w m 2 w C) z 3 0 I (If Cl) _J <( 1--w t------------'---------------------------10 SAND GRAD A TlON •LESS lHAN 10,: PASSING #200 S1Ev£ • P.I. = 10 OR LESS CRUSHED STONE GRAD A Tl.ON SIE'-1£ SIZE % RET AJNEO 1· -0-10 1/2" 40-75 . 3/8" 55-90 #+ . 90-100 #8 -95-100 MATERIAL SPECIFICATIONS lHE EMBEOMENT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHALL REPLACE APPROPRIATE PROVIS10NS OF 80TH THE El-2.+{b) AND El-2.3 OF THE G.C.O . AND SID. SPEC. ITEM 402 OF THE lPW STANDARD SPEOFICA TIONS FOR STREET & STORM DRAIN CONSTRUCTION . ALL OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. _J _J <( n::: w > 0 Cl) _J 0 n::: 1--z 0 (_) _J WATER, SEWER & STORM DRAIN <( EMBEDMENT AND s'ACKFILL DETAILS ~ ----------------.,...--------10 CITY OF FORT WORTH-CONSTRUCTION STANDARD . Cl) FIGURE A DATE:2-19-02 I I- -17- PROJECT DESIGNATION SIGN ]· ~ ·PMS 167 (Copper) ,--PMS 288 (011.Je) -_1 ·n--PMS 288 (Blue) I I .. I a• 0 11 . I ' I . I .. ,' I . ' ' . ' ' ' ·, ' I ' 311 . 3 1 -1.5" . ' f\ ' \ 4' -1 ~5 11 . ' I '. . ' ,. . ' "'~ I ' . I I .\ ' ' I I \ • I I ' • I I ' .25 11 ---/ . . \ You,\ Water . M • . ' Funds 1n Action . .- ·.~·.A--.··. I . --·-- 3" 3.75" 0 . 5" +-1------,i;-.,.w----,,,--------:.,--......... -------..-..,.--1--___J --+--4_:s_·~· ~ 09/18/96 \ I I I \ ' \ I ' ' \ I \ __ White \ __ PMS 288 (Blue) PRO,JECT SIGN Figure 30 Scale 1" = 1' E2-1 Construction t r (; " ,· APPENDIX A Special Parks Department Requirements APPENDIX B Permits and Easements Clear Fork Sanitary Sewer System Rehabilitation and Improvements, Part 1 Parcel # 1 PE . Doe# 4096 5425 Diaz Avenue Lot-13, Blk-42, Chamberlin Arlington Heights ST ATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT SEWER LINE EASEMENT DA TE : May 3 , 2006 GRANTOR: ARTURO PEREZ GRANTOR'S MA ILING ADDRESS (i nclud ing County ): 5400 FERNANDER DRIVE FORT WORTH, TARRANT COUNTY, TX 76107 GRANTEE : CITY OF FORT WORTH GRANTEE 'S MAILING ADDRESS (i ncluding County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 "' c:::, c:::, O"\ 3: J:.. -< c.n -°' .., ,•· " ~ ::u ;Q > z -t ~.,, o a;== ~fTl -+o -< -; rri >< > U) CONSIDERATION: One Dollar ($1 .00) and other good and valuable consideration , the receipt and sufficiency of wh ich is hereby acknowledged . PROPERTY: Be in g a po rti on of Lo t 13, Block 42 , Chamberla in Arli ngt on Heig hts , Second Filin g , as recorded in Vo lum e 63, Page 40 , P lat Records of Tarran t Coun ty , T exas , and Volume 11 825 , Page 1990 , Deed Records of Tarrant County, Tex as , and being more particularl y descri bed in Exh ib its "A" and "B". Granter, for the consideration paid to Granter and other good and valuable consideration , hereby grants , sells , and conveys to Grantee, its successors and ass igns ,· an exclusive , perpet ua l easement for th e co nstruct ion , operation, maintenance , replacemen t, upgrade , and repair of a Permanent Sewer L:ine Facility , hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments , equ ipment and Permanent Sewer Line Easement RP /CG 0 7/05 : ;-, .. , appurtenances, includ ing, but not limited to manholes , manhole vents, lateral line connections , pipelines , junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating , maintaining, replacing , upgrading , and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II ) erect or permit to be erected within the easement property a permanent structure or . building, including , but not lim ited to , monument sign , pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to maintain any existing concrete driveway or road on the Property. Grantee shall be obligated to restore , the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks , driveways , or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed , relocated, altered , damaged , or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violat ion of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described ea~ement , together with all and s1ngular the rights and appurtenances thereto in anyway belonging unto Grantee , and Grantee 's successors and assigns forever ; and Granter does hereby bind itself and its successor and ass igns to warrant and forever defend all and singular the easement unto Grantee , its successor and assigns , against every person whomsoever lawfully claiming or to claim the same , or any part thereof. When the context requ ires , singular nouns and pronouns include the plural. GRANTOR: Arturo Perez GRANTEE : City of Fort Worth Arturo Perez Marc -. Ott, Assistant City Manager M&C: (V-;;J DATE AGENT~ Pe rm anent Sewer Li ne Easement RP/CG 07/05 DOE# I APPROVE AS TO FORM AND LEGALITY After recording please return to: City Of Fort Worth Real Property Services Engineering Department 9,0Q Monroe Street Suite 302 ·~ott.'Xlo.tt h Texas 76102-6302 ·,' . ' .. ':. ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME , the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared , known to me to be the same person whose name is subscribed to the forego· instrument, and acknowledged to me that the same was the act of P. and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capaci GIVEN UNDER MY HAND AND SEAL OF OFFICE this -""'"'f'---~~---day of ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Marc A. Ott, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and consideration therein expressed and in the capacity therein stated. /-/ ~ -z:tt: GIVEN UNDER MY HAND AND SEAL OF OFFICE this __ .._ __ '.-.:> ____ day of _It(_~~-++-----:--' 20~0 . HETIIELANE MY COM.\11SSION EXPIRES. July 26, 2007 Permanent Sewer Line Ea sement RP/CG 07/05 Notary ublic in and for the State of Texas i Clear Fork Sanitary Sewer System Rehabilitation and Improvements, Part 1 Parcel# 2PE Doe# 4096 5421 Diaz Avenue Lot-12, Blk-42, Chamberlin Arlington Heights STATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT SEWER LINE EASEMENT DATE:~ 21 2tJCJb GRANTOR: JAMES STURGIS GRANTOR'S MAILING ADDRESS (including County): 5415 DIAZ AVENUE FORT WORTH, TARRANT COUNTY, TX 76107 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION : One Dollar ($1.00) and other good and valuable cons ideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of Lo t 12, Block 42, Chamberlain Arlington Heights , Second Filing, as recorded in Volume 63, Page 40 , Plat Records of Tarrant County, Texas , and Volume 3353 , Page 246 , Deed Records of Tarrant County,.Texas , and be ing more particularly described in Exhibits "A" and "B". Granter, for the consideration paid to Granter .and other good and valuable consideration, hereby .grants , sells , and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement , upgrade , and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility Perma ne nt S ewer Line Easement RP/CG 0 7/05 ... ,. ., .. includes all incidental underground and aboveground attachmen ts , equipment and appurtenances , including , but not limited to manholes, manhole vents , lateral line connections , pipel ines, junction boxes in, upon , under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes , together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing , upgrad ing , and repairing said Facility . In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building , including, but not limited to , monument sign , pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to maintain any existing concrete driveway or road on the Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks , driveways, or similar surface improvements located upon or adjacent to the Easement Tract wh ich may have been removed , relocated, altered , damaged , or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obl igated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with qll and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns , against every person whomsoever 'lawfully cla iming or to claim the same , or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: James Sturgis ·~~~ 4 1::-rE Je .llr,t::>Jel);/1/?. ~FrvJt,1,,, -rv.· ~illic ~ngram, Land Agent City Of Fo r t Wo r th Engineering Department Real Property Services 900 Monro e Street Suite 302 Fort Worth Texas 76102-6302 P ermanent Sewer Line Ease ment RP/CG 07/05 . ' , ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared r , known to me to be the same person whose name is su9.scnbed to the foregoin instrument, and acknowledged to me that the same was the act of //ac.ua.r: o/J /lUiYn~~ · and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this -~ot,~/"1~/ ___ day of _· _._~-----+--'"-' =~~=----· 20~. ®LISA A. SCOTFORD No\ar'Y Plbllc STA TE OF TEXAS . My Corrrn. Exp. 10/00/2007 STATE OF TEXAS § COUNTY OF TARRANT § _...,,.,~.,~ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, on this day personally appeared Marc A. Ott, kn'own to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and consideration therein expressed and in the capacity, therein stated. /(J -z$_ GIVEN UNDER MY HAND AND SEAL OF OFFICE this-~------day of Permanent Sewer Line Easement RP/CG 07/05 ,20Db~J Notary Public in and for~ .. ,\ '. .. t/ t) '! t -JtP~ Ali# ______ _ Clear Fork Sanitary Sewer System Rehabilitation and Improvements, Part 1 Parcel# 3PE Doe# 4096 Camp Bowie Blvd. Lot-6R-2, Blk-30, Ridglea Addition ST ATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT SEWER LINE EASEMENT DATE: ~llf; 2t){)6 GRANTOR: E.K. PERKINS GRANTOR'S MAILING ADDRESS (including County): 9400 N CENTRAL EXPY, STE . 500 DALLAS, DALLAS COUNTY, TX 75231 GRANTEE : CITY OF FORT WORTH GRANTEE 'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 ;,,.,:;, = cc:=., en ., rr, co I -.J ~ -...,, ... -.. I..D _, :J> ;;{J :::"...7 ? :z: -! 0 "T:j e::r-= $/"l'j -jo ·< -l fT1 X ~ i;,,'l CONSIDERATION : One Dollar ($1.00) and other good and valuable consideratio n, the rece ipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a port ion of Lot 6R-2 , Block 30 , Ridglea Add ition , as recorded in Cabinet B, Slide 1689 , Plat Records of Tarrant County , Texas , and Instrument No . 02043415 12 , Deed Records of Tarrant County, Texas , and being more particular ly descri bed in Exhibits "A" and "B". Granter, for the consideration paid to Granter and other good and valuable considerat ion , hereby grants , sells , and conveys to Grantee , its successors and assigns , an exclus ive , perpetual easement for the construct ion, operation , maintenance , replacement, upgrade , and · repair of a Permanent Sewe r Line Facility, hereafter referred to as "Facilit/. The Facility Perma nent Sewer Line Easement RP/CG0?/05 ·'I •. ,. includes all incidental underground and aboveground attachments , equipment and appurtenances , including, but not limited to manholes, manhole vents , lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes , together w ith the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrad ing , and repairing said Facility. In no event shall Granter {I} use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected with in the easement property a permanent structure or building , including, but not limited to , monument sign , pole sign , billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to maintain any existing concrete driveway or road on the Property . Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks , driveways , or similar surface improvements located upon or adjacent to the Easement Tract wh ich may have been removed , relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided , however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. _ TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns , against every person whomsoever lawfully claiming or to claim the same , or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: E. K. Perkins E. K. Perkins · AF Tf:ft ~t>cc,~p;/VC- 1? F TV /l N T() .' Willie Ingram , Land Agent City Of Fort Worth Engineering Department Real Property Services 900 Monroe Strc~t Suite 302 Fort Worth Texas 76102-6302 Perm anent Sewer Li ne Easement RP/CG 07/05 GRANTEE: APPROVED AS TO FORM AND LEGALITY Assistant City Attorney . 4< /./}, ___ ~· .OATE: I -;J £ --~6 ."" AGENT: .~ •, ' ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared &'tMlt f u:kn,~ , known to me to be the ~ame person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _.J.-/_c/_,_· ------day of -----~ l~~~----' 20.Q.1.. STATE OF TEXAS COUNTY OF TARRANT § § _(( ~ ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, on this day personally appeared Marc A. Ott, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ ..... £""-.c:-z:tt_· ____ day of e ·:·. , HETTIE LANE ~ MY COMMISSION EXPIRES. ~ , July 26, 2007 ~ Permanent Sewer Line Easement RP/CG 07/05 Nota·ry Clear Fork Sanitary Sewer System Rehabilitation and Improvements, Part 1 Parcel# 4PE Doe# 4096 Camp Bowie Blvd. Lot-6R-1, Blk-30, Ridglea Addition I ST ATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENT$ DATE: February 14, 2006 CITY OF FORT WORTH PERMANENT SEWER LINE EASEMENT GRANTOR: LANDBOWIE L.L.C. GRANTOR'S MAILING ADDRESS (including County): 17379 DUNEDEN COURT BOCA RATON, PALM BEACH COUNTY, FL 33496 GRANTEE: CITY OF FORT WORTH GRANTEE 'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 I l I I I . •, .. -· -i > ::ti :;o J> --i ('.').., C) 01-,-_:,. f11 :;::.. :':"-i O ~ --< co ---l :11 w X -.l > (/,) CONSIDERATION : One Dollar ($1 .00) and other good and valuable consideration , the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a port ion of Lot 6R-1, Block 30 , Ridglea Addition , Tarra nt Co unty, Te xas as recorded in Cab ine t B, Slide 1689 , Plat Records ofTarrantCounty, Texas, and V olume 13948 , Page 287, Deed Records of Tarrant County, Texas , and be ing more part icula rly described in Exhibits "A" and "B". Granter, for the consideration paid to Granter and other good and valuable consideration, hereby grants , sells, and conveys to Grantee, its successors · and -assigns, an exclusive , perpetual easement for the construction , operation ; maintenance , replacement, upgrade , and ' repair ' of a · Per manent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and · aboveground attachments, equ ipment and Perm anent Sewer Line Easement RP/CG 07/05 appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating , maintaining , replacing , upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or -building, including, but not limited to, monument sign , pole sign, billboard , brick or masonry fences or walls or other structures that require a building permit. However, Granter shall be permitted to maintain any existing concrete driveway or road on the Property. Gran tee shall be obligated to restore· the surface of the Property at Grantee's sole cost and expense, including the restoration of any sldewalks, driveways , or simiiar surface improvem~nts located upon or adjacent to the Easement Trnct which may have been removed, relocated, altered, damaged, or destroyed as a result of the _Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee 's successors and .assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same , or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: LANDBOWIE, L.L.C. -4FTER /?ECC?,tt();..vc;.. If ETvJe ,1,, Tt7 .• ~illic ~ngram, Land Agent City Ot Fort Worth Engineering Department Real Property Services 900 Monroe Street Suite 302 Fort Worth Texas 76102-6302 P erm anent Sewer Line Easement RP/CG 07/05 GRANTEE: City of Fort Worth GALITY ',. ., ST A TE OF TEXAS /)/IC./41 /J6fC ff COUNTY OF TARRAN"f- ACKNOWLEDGEMENT § § ':f l;z{c/cv . BEFORE ME , the undersig~:ztity, a ~~ Py_blic in and for the State of~; on this day personally appeared · o,,.r · ~ , known to me to be the .. same person whose name is sub~ibed to the fore i g · str ument, and acknowledged t o me that the same was the act of (§:;i'.,, I -e,; .--/' and that !}§/she executed the same as the act of said r · for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this H U[ 7l=-e:N r"/3-day of I NOTARY PUBLIC-STATE OF FLORIDA · Emmalee Eaton Co~ission #DD472481 Expl!'es: OCT. 09, 2009 Bonded Thru Atlantic Bonding Co ., Inc. STATE OF TEXAS COUNTY OF TARRANT § § ACKNOWLEDGEMENT BEFORE ME , the undersigned authority, on this day personally appeared Marc A. Ott, known to me to be the person and officer whose name is . subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this --~'f_· _td ____ day of _---m'""""-'--'o--~-· ----' 20t9~. Notary~~s ~~ 4,~:t;.11:; fr 66 06$ ·~:.:::•·<Vlf. l/~f~. ·. HETTIE LANE ' ,. . . . . . I /'~..,-~· · .. ,_j :JfY _;QMMISSION EXPIRES. i ~~ _____ .. J\J!j 2s. 2007 . I" . ~.,.. ••••••••• ,,.4t· Perm anent Sew er Line Easeme nt RP,/C G 0 7/05 Clear Fork Sanitary Sewer System Rehabilitation and Improvements, Part 1 Parcel# SPE Doe #.4~ 1'6'" 1-J () f 6 Camp Bowie Blvd. Lot-1 R, Blk-31, Ridglea Addition STATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT SEWER LINE EASEMENT GRANTOR: SHAMIMCO, INC. GRANTOR'S MAILING ADDRESS (including County): 2201 W. NORTHWEST HIGHWAY DALLAS, DALLAS COUNTY, TX 75220 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency_ of which is hereby acknowledged. PROPERTY: Being a portion of Lot 1 R, Block 31, Ridglea Addition, as recorded in Cabinet A, Slide 3748, Plat Records of Tarrant County, Texas, and Instrument No. 0204238331, Deed Records of Tarrant County, Texas, and being more particularly described in Exhibits "A" and "B". Granter, for the consideration paid to Granter and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility Permanent Sewer Line Easement RP/CG 07/05 includes all incidental underground and aboveground attachments , equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines , junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Granter (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Granter shall be permitted to maintain any existing concrete driveway or road on the Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. .. TO HAVE AND TO HOLD the above:-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Granter does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. GRANTOR: Shamimco, Inc. a Texas Corporation ~~~ Abdul Karimirani, ~dent Permanent Sewer Line Easement RP/CG 07/05 GRANTEE: City of Fort Worth Marc A. Ott, Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § . BEFORE ME, the undersign,ed authorit~ Not~ry Public in and for the State of Texas, on this day personally appeared :i<,:.,cns1r1 \ 'YQ\<\1 , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated . GIVEN UNDER MY HAND AND SEAL OF OFFICE this -----'-0'cL--+-1-· 20~. SANGITA SHANKAR MY COMMISSION EXPIRES December 13, '2!XJ7 STATE OF TEXAS § COUNTY OF TARRANT § ACKNOWLEDGEMENT . ~ l6 day of BEFORE ME, the undersigned authority, on this day personally appeared Marc A. Ott, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _______ day of Pennanent Sewer Line Easement RP/CG 07/05 Notary Public in and for the State of Texas ADDENDUM NO. 1 Notwithstanding anything contained in this E asement to the contrary: 1. Grantee shall require each contractor, including each subcontractor and sub-subcontractor, retained in connection with any construction activity under this Easement (the "Contractor") to do the following : (a) Obt ain and ma int ain compreh en s ive ge n era l liabi lity and prop erty damag e in s uranc e in an am ount n ot less th an $500,000 for each occurrence of bodily injury , including death , and in amount not les s than $500,000 covering each occurrence of property damage with $2,000,000 umbrella policy coverage. (b) Include Grantor as an additional insured party on each of the Contactors ' comprehensive general liability insurance and automobile liability insurance required by Grantee ( c) Provide Grantor with a waiver of subrogation on the Contractor 's workers' compensation insurance policy. ( d) Indemnify Grantor against claims arising, in whole or in part, out of the Contractor's negligence. (e) Indemnify, hold harmless , and defend at the Contractor 's own expense, the Grantor, its officers , agents, servants , and employees, from and against all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facilities by the Contractor, its officers , agents, employees , subcontractors, licensees, or invitees. (f) Indemnify and hold harmless Grantor from and against any and all injuries to the Grantor's officers, agents, servants , and employees, loss or destruction of Grantor's property arising from the performance of any of the terms and conditions of this Easement. (g) Perform all work done in connection with this Easement as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of Grantor 's property by Grantor, its agents, contractors and subcontractors , employees , invitees, licensees , and representatives. (h) Cause all work to be cleaned up as is reasonably prompt in order to minimize disruption or Grantor 's inconvenience in the use of its property . (i) Restore the surface to the same or similar condition as existed before any disturbance of the surface of the Grantor 's property burdened by the Easements for any purpose authorized under the Easements (whether in connection with initial cons truct io n; any reco nstruct ion or rep lacement, alteration, or repair; any operation or maintenance; any survey or in specti o n; any relocation within the Easements; removal; or otherwise). U) Replace all gates and fencing to the same condition that existed prior to the removal of any gates and fencing for construction and installation of the Facilities. 2. In performing the work or causing the work to be performed, Grantee shall make adequate provisions for the safety and convenience of Grantor, its agents , contractors and subcontractors , employees , invitees, licensees and representatives. GRANTOR: R. E. COX REALTY CO. R .E .Cox GRANTEE: CITY OF FORT WORTH , TX Marc A. Ott, Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ADDENDUM NO. 2 Notwithstanding anything contained in this Right of E ntry to the contrary: 1. Grantee shall require each contractor, including each subcontractor and sub-subcontractor, retain ed in connection with any construction activity under thi s Right of Entry (the "Contractor") to do the following: (a) Obtain and maintain compreh ensive genera l li a il ity and property damage in s ur ance in an amou nt not less than $500 ,000 for each occurrence of bodily injury , including de ath , and in amo unt not less than $500,000 covering each occurrence of prop erty damage with $2,000,000 umbrell a policy coverage. (b) Include Grantor as an additional insured party on each of the Contactors' comprehensive general liability insurance and automobi l e liability in surance required by Grantee ( e) Provide Grantor with a waiver of subrogation on the Contractor's wo rkers' compensation insurance policy. ( d) Indemnify Grantor against claims arising, in whole or in part, out of the Contractor's negligence. (e) Indemnify , hold harmless, and defend at the Contractor's own expense, the Grantor, its officers , agents, servants, and employees, from and against all claims or suits for property loss, property damage , personal injury, including death , arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facilities by the Contractor, its officers, agents, employees, subcontractors, licensees, or invitees. (f) Indemnify and hold harmless Grantor from and against any and all injuries to the Grantor's officers , agents , servants, and employees , loss or destruction of Grantor's property arising from the performance of any of the terms and conditions of this Right of Entry. (g) Perform all work done in connection with this Right of Entry as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of Grantor 's property by Grantor, its agents, contractors and subcontractors, employees , invitees , licensees , and representatives. (h) Cause all work to be cleaned up as is reasonably prompt in ord er t o minimi ze di srup tion or Granto r 's inconve ni ence in th e use of its property. (i) Re store the surface to the same or s imil ar condition as existed before any disturbance of the surface of the Grantor 's property burdened by this Right of Entry for any purpose authorized und er this Ri ght of E nt ry (wh eth er in connect ion w ith in iti al co n stru cti on ; any r econs tructi on or rep lacem en t, a lterati on, or repa ir; any op eration or m ain tc mm ce; any sur vey or in spect io n; any r e locati on w i th in th e ri gh t of en try ar a; r emova l; or oth erwi s ). G) Repl ace a ll gates an d fenc ing to th e sa me conditi on th at existed prior to the removal of any gates and fencing for construction an d in st all atio n of th e Faci lit ie s . 2 . In performing the work or causing the w ork to b e p erform ed, Grantee sh all make adequate provision s for the safe ty and conv eni ence o f Grantor, it s agents, contractors and subcontractors , employees , invitees , licensees and representatives . GRANTOR: R . E. COX REALTY CO. R.E.Cox GRANTEE: CITY OF FORT WORTH , TX Marc A. Ott, Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney