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Contract 38884
.., f 't SPECIFICATIONS & CITY SECRETARY D.O.E. FILE CONTRACTOR'S BONDING CO. CONTRACT DOCUMENTS FOR CONSTRUCTION'S COPY w ATER AND SANITARY SEWER 'Rf~i°Kti~tNT CONTRACT 2005 WSM-K -PART 2 MIKE MONCRIEF MAYOR D.O.E. No. 6162 CITY CONT CITY PROJECT No. 00401 WATER PROJECT No. P253 605170040187 SEWER PROJECT No. P258 7051700401 87 IN THE CITY OF FORT WORTH, TEXAS 2009 DALE A. FISSELER, P.E. WILLIAM A. VERKEST, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS DEPARTMENT S. FRANK CRUMB, P.E. DIRECTOR OF WATER DEPARTMENT CITY MANAGER Prepared by : ~ TranSystems Corporatio n Cons ulta nts --~F,:~// ~ 500 West Seventh St ., Suite 11 00 · ,,,;'~~~~~\: Fort Worth, Texas 76102 ?'1 / ..,.* \S' •, l • . * ~ * : * I ~CRAiG ·P. ·scHEUBACtH ~••i•a•••••••••••:•••/ ) , . . ; •, -~.~ j' 0 ICI L ECORD .. ITV SECRETARY .WO TH,TX ',~86027 I "' "'~{ ' 07-23-0 9 P03: 26 IN M&CReview Page 1 of 3 ,- Official site of the City of Fort Worth, Texas Crrv CouNCIL AGENDA FORT WORTH ~ DATE: CODE: COUNCIL ACTION: Approved on 6/16/2009 -Ord. No. 18679-06-2009 6/16/2009 REFERENCE NO.: C-23607 LOG NAME: C TYPE: PUBLIC NON-CONSENT HEARING: 6005WSM-KP2 TRITECH NO SUBJECT: Authorize a Contract in the Amount of $949,302 .00 with Tri-Tech Construction, Inc., for Water and Sanitary Sewer Replacement Contract 2005 WSM-K, Part 2, on Chilton Street, Milam Street, Major Street, Mims Street, Kerr Street and East Lancaster Avenue and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council : 1. Authorize the transfer of $1 ,031,538.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of $717 ,577 .00 and Sewer Capital Projects Fund in the amount of $313,961.00 ; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $717,577.00 and Sewer Capital Projects Fund in the amount of $313,961.00, from available funds; and 3 . Authorize the City Manager to execute a contract in the amount of $949 ,302 .00 with Tri-Tech Construction , Inc., for Water and Sanitary Sewer Replacement Contract 2005 WSM-K, Part 2. DISCUSSION: On August 3, 2006 , (M&C C-21598) the City Council authorized an Engineering Agreement with TranSystems Corporation Consultants for Water and Sanitary Sewer Replacement Contract 2005 WSM -K (Project 00401 ). This project consists of water and/or sanitary sewer replacements as indicated on the following streets: Street Chilton Street Milam Street Major Street Mims Street Kerr Street East Lancaster Avenue From East Lancaster Avenue East Lancaster Avenue East Lancaster Avenue East Lancaster Avenue Haynie Street Hunter Street To Church Street Church Street Church Street Routt Street Halbert Street Mims Street Scope of Work Water Water Water/Sewer Sewer Sewer Water http ://apps .cfwnet.org/council_packet/mc _re view .asp?ID= 11792&councildate=6/16/2009 7/9/2009 M&CReview Page 2 of 3 After the proposed improvements are complete, all roadways will be permanently repaired with asphalt. The Part 1 project , was approved by the City Council on May 19, 2009 (M&C C-23536). The Part 2 project , was advertised for bid on April 2 , 2009, and April 9 , 2009, in the Fort Worth Star- Telegram . On April 30, 2009, the following bids were received : BIDDER William J. Schultz, Inc., d/b/a Circle "C" Construction Company* Tri-Tech Construction, Inc. R and D Burns Brothers, Inc. Jackson Construction, Inc. Burnsco Construction, Inc. Conatser Construction TX, LP S.H.U.C ., Inc. AU I Contractors , Inc. Cleburne Utility Construction , Inc. MASTEC North AMOUNT TIME OF COMPLETON $935 ,875.00 150 Calendar Days $949,302.00 $954 ,718.00 $981 ,358 .00 $982,812 .00 $994 ,672 .00 $1 ,087,475 .00 $1,124,438 .00 $1,259 ,979 .50 $1 ,633 ,295.16 *William J. Schultz, Inc., d/b/a Circle "C" Construction Company , has been determined to be non- responsive to the project specifications and contract documents due to failure to be pre-qualified to bid on Water Department projects prior to the bid opening . Therefore, staff recommends that the contract be awarded to the next lowest responsive and responsible bidder, Tri-Tech Construction, Inc. M/WBE -Tri-Tech Construction, Inc., is in compliance with the City's M/WBE Ordinance by committing to 19 percent M/WBE participation . The City's goal on this project is 18 percent. In addition to the contract cost, $43,000 .00 (Water: $28,000 .00; Sewer: $15,000 .00) is required for real property acquisition, consultant material testing , inspection, construction management and construction staking and $39,236 .00 (Water: $25,000 .00 ; Sewer: $14 ,236 .00) is provided for project contingencies. The project is located in COUNCIL DISTRICT 5 . FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance funds will be available in the current capital budgets, as appropriated , of the Water Capital Projects Fund and Sewer Capital Projects Fund. TO Fund/Account/Centers 2)P253 531350 605170040152 2)P253 511010 605170040180 $6 ,000.00 $4,000.00 FROM Fund/Account/Centers 1) PE45 538040 0609020 $717 ,577.00 1) PE45 538040 0709020 $313 ,961 .00 http ://apps .cfwnet.org/council _packet/mc _rev iew .a sp?ID= 11792&councildate=6/16/2009 7/9/2 009 M&CReview " ... 2)P253 531200 605170040184 $4 ,000.00 2)P253 531350 605170040184 $2,000 .00 2)P258 511010 705170040180 $2,000 .00 2)P258 531200 705170040184 $2,000.00 2)P258 531350 705170040184 $1,000 .00 2 P258 531350 705170040152 $3,000 .00 1&2) 717 577.00 P253 476045 6051700401ZZ 1&2) $313 ,961.00 P258 476045 7051700401ZZ 2)P253 541200 605170040187 $689,577 .00 2)P253 531350 605170040185 $2,000.00 2)P253 511010 605170040185 $10 ,000 .00 2)P258 541200 705170040187 $298,961.00 2)P258 531350 705170040185 $1,000.00 2)P258 511010 705170040185 $6,000.00 Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: ATTACHMENTS 6005WSM-KP2 TRITECH MAP 1.pdf 6005WSM-KP2 TRITECH MAP 2.pdf 6005WSM-KP2 TRITECH.doc Page 3 of 3 l 3) P253 541200 605170040187 $664 ,577.00 3 P258 541200 705170040187 $284 ,725.00 Fernando Costa (6122) S. Frank Crumb (8246) Roberto C . Sauceda (2387) http:// apps . cfwnet. org/ council _packet/me _review . asp?ID= 11792&council date=6/ 16/2009 7/9/2009 SPECIFICATIONS & CONTRACT DOCUMENTS FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-K -PART 2 MIKE MONCRIEF MAYOR D.O.E. No. 6162 CITY PROJECT No. 00401 WATER PROJECT No. P253 6051700401 87 SEWER PROJECT No. P258 7051700401 87 IN THE CITY OF FORT WORTH, TEXAS 2009 DALE A. FISSELER, P.E. WILLIAM A. VERKEST, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS DEPARTMENT S. FRANK CRUMB, P.E. DIRECTOR OF WATER DEPARTMENT Prepared by: CITY MANAGER APr.21. 2009 7:51AM TranSYstems No.9 394 P. 2/2 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 1 TO THE PLANS, SPECIFICATIONS AND CONTRA.CT DOCUMENTS FOR WATER AND SANITARY SEWER REPl,ACEMENT CONTR.\CT 2005 WSM-K-PART 2 D.O.E. No. 6162 CITY PROJECT No_ 00401 WATER PROJECT No .. P253 6051700401 83 SEWER PROJECT No . P258 7051700401 83 BID RECEIPT DATE: 1 :30 PM, April 30, 2009 ISSUED: April 20, 2009 This Addcndwn No. I forms a part of the Contract Documents referencc,<l above and modifies the Original Contract Docwnent.s and Plans . Acknowledge receipt of!his Addendum in the space provide below, in the proposal (page Bl-18) and acknowledge receipt 011 the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to d.isquali fie a tion. The Plans and Specification documents for Water and Sanitary Sew~ Replacement Contract 200S WSM-K -Part 2 arc hereby revised by Addendum No .. I as follows : l . Bid receipt date is changed to Thursday, Apn130, 2009. All other provis ions of the plans, specifications and contract doct11DCJ1ts for the project which are not cxpTessly amended herein shall remain in full force and effc:c L The Contractor shall acknowledge receipt of this Addendum in the space provide below, in the proposal (page Bl-18) and acknowledge receipt on the outer envelope of your bid. Failure to return a signed r;opy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid subminaL ADDENDUM NO . 1 ACKNOWLEDGEMENT: By;_~ - Company: . Tc,' -~ v' Cqd' ~ -/,,~' - -t7; I Address: 6, 0 / q~r Ji,...,{.- City: K'en~, state '. /Y ~ , Telephone#: 8f 2-'f9t-53{/ S . Frank Crumb. P.E. Director, Water Department Approved ; fo~ <;£,,lk Tony olola, P.E. Engineering Manager I \ TABLE OF CONTENTS Part A -Notice to Bidders Special Instructions to Bidders (Water Dept) City of Fort Worth Minority/Women Business Enterprise Policy Part B -Proposal Part C -General Conditions Part C 1 -Supplementary Conditions to Section C Part D -Special Conditions Part DA -Additional Special Conditions Contractor Compliance with Workers' Compensation Law Equipment Schedule Experience Record Conflict of Interest Disclosure Requirements Certificate of Insurance Part F -Bonds (City of Fort Worth) 0 Performance Bond 0 Payment Bond 0 Maintenance Bond Part G -Contract (City of Fort Worth) Appendix A -Soil Reports Appendix B -Details Appendix C -TXDOT Permit G:\FW06\0268lSpecs\PART 2\TC.doc TC-1 Part A -Notice to Bidders APr .21. 2009 8:21AM Tr anSYs tem s No .9412 P. 3/3 ~ . -• CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 1 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-K-PART 2 D.O.E. No. 6162 ~ ~- CITY PROJECT No . 00401 w ~ WATER PROJECT No . P253 6051700401 8} 1 uY ~~ ~ J,, p/cf. SEWER PROJECT No .. P258 70517004018$'7; 'r ir BID RECEIPT DATE: 1 :30 PM, April 30, 2009 ISSUED: April 20, 2009 This Addendum No. I forms a part of the Conttact Documents referenced above and modifies the Original Contrai:t Docwnent.!i and Plans . Acknowledge receipt of this Addendum in the ~-pace provide below, in the proposal (page Bl-18) 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 Water and Sanitary Sewer Replacement Contract 2005 WSM-K ·-Part 2 arc hereby revised by Addendum No .. 1 as follows : Bid receipt date is changed to Thursday ,. April 30, 2009 ., All other pro visions of the plan~. specifications and contract documents for the project which are not expressly amended herein shall remai n in full forc e and effect -ille Contractor shall aclmow ledge receipt of this Addendum in the space provide below, in the proposal (page BI -18) and acknowledge re ceipt on the o,uer envelope of your bid. Failure to rc tmn a sjg11i:d \:opy of the. addendum with the proposnl .shall be grounds for rendering the bid non-re sporl sive. A "'signed c~py of this addendwn shall be placed into the proposal at lhc time ofbid submittal. By :-.i.._..q~--1-------~'\o---~~~~ ~ - S. Frank Crumb. P.E. Director, Water Department Approved J:i~ cfi"lk Tony o!ola, P.E . Engineering Manager ' I I I I ·I APr .21. 2009 8:21AM TranS Ystems NOTICE TO BIDDERS Sealed proposals for the following For: 2005 Wate.-and Sewer· Replacement, Contract 2005 WSM-K-Part 2 D.O.E. No. 6162 City Project No. 00401 W :der Project No. P253 6051700401 87 Sewer Project No. P258 7051700401 87 Addressed to : CITY OF FORT WORTH PURCHASING DlVIS!ON 1000 THROCKMORTON ST FORT WORTH TX 76102-631 I No .9412 p. 2/3 will be received at the Purchasing Office until 1:30 p.m., Thursday, April 23Td. 2009 and then publicly opened and read aloud at 2 :00 p .m. in the Council Chambers. Plans, General Contract Documents and Specifications for this project may be obtained in the offices of1'ranSystems, 500 West ih Street, Suite I 100, Fort Worth, Texas, 76102. Documents will be provided to the prospective bidder for a non- refundable fee of sixty dollars ($60). Additional seL'l may be purchased on a non-refundable basis for sixty dollars ($60) for each set. These documents contain additional information for prospective bidders. The major work will consist of the following : 6674 LF 80 EA 2398 LF 9 EA 8" PVC Water-Pipe Class "A'' Meter Box. 8" PVC Sanitary Sewer Sanitary Sewer Manhole · For additional information concerning this project, please cont.act Robe1t Sauceda, CITYProject Manager, at 817-392-2387 or by entail: Robert.Sauceda@fortworthgov.org, and/or Michael Hobbs., E .LT., TranSystcms Project Manager, at 817-339-8950 . Advertising Dates: Avril 2, 2009 April 9. 2009 Fort Worth, Texas C:\Documcllts and Settings l.mrtcedr\My Doc11me11ts\CFW\Projects\2005 WSM-K\Pal'l 1 \DOE 6162 Short No1kc! 1,;, Rid(lr;,rs.,Ioc: NB-1 - ..... , NOTICE TO BIDDERS Sealed proposals for the following For: 2005 Water and Sewer Replacement, Contract 2005 WSM-K-Part 2 D.O .E . No . 6162 City Project No. 00401 Water Project No. P253 6051700401 87 Sewer Project No. P258 7051700401 87 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102 -631 l will be received at the Purchasing Office until 1 :30 p.m ., Thursday, April 23rd, 2009 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, General Contract Documents and Specifications for this project may be obtained in the offices of TranSystems , 500 West 7th Street, Suite 1100, Fort Worth , Texas , 76102. Documents will be provided to the prospective bidder for a non - refundable fee of sixty dollars ($60). Additional sets may be purchased on a non-refundable basis for sixty dollars ($60) for each set. These documents contain additional information for prospective bidders. The major work will consist of the following: 6674 LF 80 EA 2398 LF 9 EA 8" PVC Water Pipe Class "A" Meter Box 8" PVC Sanitary Sewer Sanitary Sewer Manhole For additional information concerning this project, please contact Robert Sauceda, CITY Project Manager, at 817-392-2387 or by email : Robert.Sauceda@fortworthgo v .org, and /or Michael Hobbs, E.I.T., TranSystems Project Manager, at 817-339-8950. Advertising Dates: April 2, 2009 April 9, 2009 Fort Worth , Texas G:\FW06 \0268\Sp ecs\PA RT 2 W B.doc ., . ,.. NB-1 PART A -COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: For: 2005 Water and Sewer Replacement, Contract 2005 WSM-K -Part 2 D.O.E. No. 6162 City Project No. 00401 Water Project No. P253 6051700401 87 Sewer Project No. P258 7051700401 87 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1 :30 p.m., Thursday, April 23'd, 2009 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, General Contract Documents and Specifications for this project may be obtained in the offices of TranSystems, 500 West 7th Street, Suite 1100, Fort Worth, Texas, 76102. Documents will be provided to the prospective bidder for a non-refundable fee of sixty dollars ($60). Additional sets may be purchased on a non-refundable basis for sixty dollars ($60) for each set. These documents contain additional information for prospective bidders. The-major work will consist of the (approximate) following: 6674 LF 80 EA 2398 LF 9 EA 8" PVC Water Pipe Class "A" Meter Box 8" PVC Sanitary Sewer Sanitary Sewer Manhole Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES 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 of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections I 3-A-221 through l 3-A-29) prohibiting discrimination in the employment practices . . Bid security may be required in accordance with Special Instructions to Bidders. The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Addenda Index and Receipt form(s). Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive . Information regarding the status of addenda may be obtained by contacting the Water Department Project Manager at (817) 392-2387 or email. Bidders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Busines s Enterprise section for submittal within the time deadline stated below or the bidder may request a copy of said forms from the City of Fort Worth Project Manager named in this solicitation . In accord with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth contracts . C:\Documents and Settings\saucedr\My Oocuments\CFWProjects\2005 WSM-K\Part 2WB_Part 2.doc NB-1 PART A -COMPREHENSIVE NOTICE TO BIDDERS A copy of the Ord inance can be obtained from the office of the C ity Secretary. The bidder shall submit the MBE/WBE UTILIZA TTON FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PR1ME CONTRACTOR W ArYER FORM, GOOD FAITH EFFORT FORM (with "Do cumentation ") an d/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5 :00 p.m ., five (5) City of Fort Worth 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 ev idence that the C ity of Fort Worth received the Documentation. Failure to comply shall render the bid non-responsive. SUBMISSION OF BID AND AW ARD OF CONTRACT The proposal within this document is designed as a package. ln order to be considered an acceptable bid, the Contractor is required to submit a bid for the complete proposal. A bid proposal submittal that is received with the proposal incomplete will be rejected as being non-responsive. The Contractor who submits the bid with the lowest price , will be the apparent successful bidder for the project. Bidders are hereby infonned that the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. The managing department for this project is the Water Department. For additional information concerning this project, please contact Robert Sauceda, ClTY Project Manager, at 8 l 7- 392-2387 or by email : Robert.Sauceda@ fortworthgov.org, and/or Michael Hobbs, E.I.T., TranSystems Project Manager, at 817-339-8950. Dale A Fisseler, P.E. City Manager Marty Hendrix City Secretary S. Frank Crumb, P.E., Di rector Water D:"arhnent / 1 By: ( O~~ 5 h~/06 Tony Sholola, P.E . Engineering Manager Advertising Dates: April 2. 2 00 9 April 9 . 2 009 C:\Docume nts and Settings\sa ucednMy Documents \CFW\Projects\2 005 WSM-K\Part 2WB_Part 2.doc NB -2 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 days 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 (1) 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 which 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 of 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. t) 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 prospective 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 (I 0) 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 (I) 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$I00,000 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 disc retion, will determine the adequacy of the proof required 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 RA TES: Section C3-3 .13 of the General Conditions 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 to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 60 I g, Texas Revised Civil Statutes , the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident'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 nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located . "Nonresident bidder" means a bidder whose principal place of business 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 nonresident bidders in order for the bid to meet specifications . The failure of a nonresident 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 pri vileges 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. IO. 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. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business 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 UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM and/or the GOOD FAITH EFFORT FORM ("with Documentation") 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. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any 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 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 of facts (other than a 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 ofnot less than three (3) years. 12 . FINAL PAYMENT, ACCEPTANCE AND WARRANTY: a. The contractor will receive 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 City of Fort Worth Minority/Women Business Enterprise Policy FORT°WORTH --w· ---City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25 ,000 , the M/WBE oal is not applicable. 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 goal on this project is _....a1-=8 __ % of the total b id (Base bid applies to Parks and Community Servi ces). 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. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department , w ithin the following ti mes 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 bus iness days after the bid met or exceeded : openinq date , exclusive of the bid openinq date . 2. Good Faith Effort and Subcontractor rece ived by 5 :00 p.m ., five (5) City business days after the \ Utilization Form , if participation is less than opening date , exclus ive of the bid open ing date . stated goal : 3. Good Faith Effort and Subcontractor rece ived by 5 :00 p.m., fi ve (5) City bus iness days after the bid Utilization Form , if no M/WBE part icipation : open inq date , excl us ive of t he bid open inq date . 4. Prime Contractor Waiver Form , if you will rece ived by 5:00 p .m., fiv e (5) City bus iness days after t he bid perform all s ubcontracting /suppli er work: opening date , excl usive of the bid ope nin g date. 5. Joint Venture Form , if uti lize a j oint ve nt ure rece ived by 5:00 p .m., fiv e (5) Ci ty bus in ess days after th e bi d to met o r exceed goal. opening date , exclu sive of the bid open ing date . FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE , WILL RESULT IN THE BI D BEING CONSIDERED NON -RESPONS IV E TO SPECIFICATIONS Any questions , please contact the M/WBE Office at (817) 392-6104. Rev. 09/09/05 I ...... I I\ FORT WORTH -~ PRIME COMPANY NAME: PROJECT NAME: City of Fort Worth Subcontractors/Suppliers Utilization Form ATTACHMENT 1A Page 1 of 4 Check applicable block to describe prime M/W/DBE NON-M/W/DBE Water and Sanitary Sewer Replacement , Contract 2005 WSM-K -Part 2 BID DATE City's M/WBE Project Goal: 18% Prime's M/WBE Project Utilization: % PROJECT NUMBER D .O.E. No. 6162 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications . The undersigned Offerer agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications 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 geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton , Ellis, Kaufman and Rockwall counties . Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms , located or doing business at the time of bid opening within the Marketplace , that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division . Disadvantaged Bus iness Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized , the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm , including M/WBE owner-operators , and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs , including owner-operators , but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev . 5/3 0/03 fORTWORTH -~ ATIACHMENT1A Page 2 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 N (check one) 0 n SUBCONTRACTOR/SUPPLIER T N T Detail Detail Company Name C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D w Telephone/Fax r B B R 0 B E E C T E . A Rev. 5/30/03 fORTWORTH ~ ATTACHMENT 1A 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 N (check one ) 0 n SUBCONTRACTOR/SUPPLIER T N T Detail Detail Company Name i C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w T D Telephone/Fax r B B R 0 B E E C T E A Rev . 5/30/03 FORT WORTH ~ Total Dollar Amount of M/WBE Subcontractors/Suppliers Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $ $ ATIACHMENT 1A Page 4 of 4 The Contractor will not make additions , deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outl ined in the ordinance . The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination, 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 . The 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 w ill 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 misrepresentat ion 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 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. Authorized Signature Printed Signature Title Contact Name/Title (i f different) Company Name Telephone and/or Fax Address E-ma il A ddress C ity/State/Z i p Date Rev. 5/30/03 FORTW°ORTH '-g ·w a,-" City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: PROJECT NAME: Water and Sanitary Sewer Replacement, Contract 2005 WSM-K-Part 2 City's M/WBE Project Goal: 18% PROJECT NUMBER D.O.E. No. 6162 ATIACHMENT 18 Page 1 of 1 Check applicable block to describe M/W/DBE NON-M/W/DBE BID DATE If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO , then you must complete ATTACHMENT 1C . This form is only applicable if .b.atb answers are yes . Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is our normal business ractice and rovide an o erational rofile of our business . Will you perform this entire contract without suppliers? 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 . YES NO YES 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 knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements . Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one ( 1) year . Authorized Signature Printed S ignature T itle Contact Nam e (if different ) Company Name Phone Nu m be r Fax Num ber Address Ema il Ad d re s s C ity/State/Zip Date Rev. 5/30 /03 FORT WORTH ---w· _. - PRIME COMPANY NAME: PROJECT NAME: City of Fort Worth Good Faith Effort Form Water and Sanitary Sewer Replacement, Contract 2005 WSM-K -Part 2 City's M/WBE Project Goal: I PROJECT NUMBER 18% D.O.E. No. 6162 ATTACHMENT 1C Page 1 of 3 Check applicable block to describe prime I M/W/DBE I I NON-M/W/DBE BID DATE If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal, you must complete this form. · 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. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 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 2"a tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 05 /30/03 ATTACHMENT 1 C Page 2 of 3 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. __ Yes __ No Date of Listing __ / ____ / 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? __ Yes (If yes, attach M/WBE mail listing to include 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? __ Yes (If yes , attach list to include name of M/WBE firm, person contacted, phone number and date and time of contact.) __ No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications i n order to assist the M/WBEs? __ Yes __ 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 C ity. 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. (Pl ease use a "f dd". I h 1t1ona s eets, , necessary, an d attac h) Company Name Telephone Contact Person Scope of Work Reason for Rejection Rev. 05/30/03 ADDITIONAL INFORMATION: ATTACHMENT 1C Page 3 of 3 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 City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev . 05/30/03 Part B -Proposal u -I I J J: j PART B -PROPOSAL Water and Sanitary Sewer Replacement, Contract 2005 WSM-K-Part 2 TO: DALE A FISSELER, P.E. FROM: CITY MANAGER FORT WORTH, TEXAS (Address) For: Water and Sanitary Sewer Replacement, Contract 2005 WSM-K-Part 2 D.O.E. No. 6162 Pay Item Water Project No. P253 6051700401 87 Sewer Project No. P258 7051700401 87 Pursuant to the foregoing ''Notice to Bidders," the undersigned has thoroughly examined the . plans, specifications, and the site, understands the amount of work to be done and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete the work as provided in the Plans and Specifications, and subject to the inspection and approval of the Director, Water Department of the City of Fort Worth. Upon acceptance of this proposal, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums to-wit: Water and Sanitary Sewer Replacement, Contract 2005 WSM-K-Part 2, D.O.E. No. 6162 Bid Item Number Approximate Quantity Description of Bid Item Prices Written in Words Unit Price Total Price Section A-Water Line Improvements 1. BID-00618 6674 LF *Pipe-Pressure-8 Inch -Install 2. BID-00401 -~~<-F-;~"--li/)-'--1'1-+--«--tJ ... ·....,o"--__ .Dollars & ----1--,'~M ____ Cents per LF 310 LF Pipe-Pressure-8 Inch-Other Than Open Cut -Install (}4'2. c./;~ Jt,~L/ Dollars & ~ Jt.O Cents per LF * Contractor must complete form on B 1-8 G:\FW06\0268\Specs\P ART 2\Proposal.doc Bl-1 $ !Yt. 00 $ /00.00 $ :;/ ~/)I). oo r F Water and Sanitary Sewer Re{!lacement, Contract 2005 WSM-K-Part 2, D.O.E. No. 6162 Pay Bid Item Approximate Description of Bid Item Prices Unit Total Item Number Quantity Written in Words Price Price Q y.d~ 3. BID-00616 35 LF *Pipe-Pressure-6 Inch-Install $ $ 9Ja~o i.:i /&)~~ 4~ Dollars & ~kt, Cents per LF l 4. BID-00745 5 EA Valve-6 Inch-Gate -wN alve Box -$ 1,~.()t) $ 15a:;.oo Install i cz/JJv'uJ ~,4~ollars& l 1=rk~ Cents per EA 5. BID-00749 33 EA Valve-8 Inch-Gate-wNalve Box-$ 9/)(). 0~ $ );9_ (i__~I). oO , Install l u~) ct,.IL,J/r//kDollars & 1 -tr""' Cents per EA 1 6 . BID-00751 16 EA Valve-Gate -Remove $ L~,IJO $ j tµ)f). oO , (J~!lfr=& ~)cb Cents per EA 1 7. BID-00768 1 LS Water Service-2 Inch-Temporary -$ ~s ~ol). (){) $ J_,5()00, 0~ Insta1~~ 5:vJ ~ fJ. ~Dollars& +~ Cents per LS * Contractor must complete form on B 1-8 1 G:\FW06\0268\Specs\PART 2\Proposal .doc Bl-2 r i r r [ C -~ I ~' I 1· . . ~ Water and Sanitary Sewer Replacement, Contract 2005 WSM-K-Part 2, D.O.E. No. 6162 Pay Item 8. Bid Item Number BID-00547 9. BID-00546 10 . BID-00548 11. BID-00568 12 . BID-00550 Approximate Quantity Description of Bid Item Prices Written in Words 5 EA Fire Hy drant -Remov e -t>-"-++=• .J..h-J_Dollars & ~ -1. ,.J'> Ii 0 ----~-,-.-,;.~==----Cents per EA 5 EA Fire Hy drant -Install · -----=~=--1-~k"'-o ____ Cents per EA Unit Price $ /So. ()l) 10 VF Fire Hy drant-Barrel & Stern E xtension -$ / & • IJ ~ Install ----~--='--"=::__-------'Dollars & ----~~+='--/t.O ____ Cents per VF Total Prfce $ 1StJ. '17tJ $ /IJI). ()0 10 TON Pipe Fittings-< Than 16 Inch DI Pipe -$ 5.' ~/JI). tJO $ ~I) ()l)b.lJO Inst all -rl;lt.L,---if; W LVU µ Dollars & ~ ko Cents per TON 80 E A Met er Box -Class A -Inst all $ /IJ~, tJO ~ ~J.Ju~ Dollars& ___ _._.f-~~-___ Cents per EA G:\FW0 6\02 6&\S pecs\P ART 2\Proposal .doc Bl-3 Water and Sanitary Sewer Re~lacement, Contract 2005 WSM-K-Part 2, D.O.E. No. 6162 Pay Bid Item Approximate Description of Bid Item Prices Unit Total Item Number Quantity Written in Words Price Price 13. BID-00549 1 EA Meter Box -Relocate $ !:JtJo. oo $ ~-00 \. ~lf,k '-4~ /t~J.-/nonars & ~Jee Cents per EA 14. BID-00762 80 EA Water Service-I Inch-Tap to Main-$ b~5.1Jt) $ 5~ t)Ot). tJO Install (2!2~ ~/MkdJt~ u -/tJ ~ :v ._,, Doil~ & + 0 Cents per EA 15. BID-00758 1470 LF Water Service-I Inch -Install $ t. pt) $ f. f~.tJO at~ Dollars & ~Kl) Cents per LF 16. BID-00401 1640 SF Driveway -Install (TXDOT STD) $ z l)P $ II d.__9~. ()o I ~//~ Dollars & dp,Jt.~ Cents per SF 17. BID-00532 150 SF Walk-ADA Wheelchair Ramp -Install $ I 9, (JO $ ~ 1/tJ~. 0 <) I 4f!riiL.U DolW,S& t,~ Cents per SF G:\FW06\0268\Specs\P ART 2\Proposal.doc Bl-4 Water and Sanitary Sewer Re{!lacement, Contract 2005 WSM-K -Part 2, D.O.E. No. 6162 Pay Bid Item Approximate Description of Bid Item Prices Unit Total Item Number Quantity Written in Words Price Price 18. BID-00443 6509 LF Pavement-2 Inch Min HMAC on 2/27 $ tf;t. d() $ L~.:L3 ¢.oo Concrete Base (STR-028)-Install -fiJu:t;f ()~f Dollars & 4'e1t.o Cents per LF 19 . BID-00458 200 LF Pavement-Concrete on 2/27 Concrete $ t t.t)t) $ I~~.(){) Base (STR-031)-Install e/i¢t;j= JJi.f Dollars & +kc Cents per LF 20. BID-00423 950 LF Curb & Gutter -Install $ M,'oo $ ~ 1~~. ()() fl~wlv Dollars & +J<o Cents per LF 21. BID-00473 10 SY Pavement-Valley Gutter-Install $ ljt). () 0 $ '7tJ (). {) I) c;Jey~ Dollars & J +Ito Cents per SY ] 22. BID-00137 575 SY Grass-Sod -Install $ J. (){) $ itl)~.00 rl,itlcc Dollars & &frtko Cents per SY G:\FW06\026&\Specs\PART 2\Proposal.doc Bl-5 r I ~ Pay Water an d Sanitary Sewer Replacement, Contract 2005 WSM-K-Part 2, D.O.E . No . 6162 Bid Item Approximate Description of Bid Item Prices Unit Total Item Number Quantity Written in Words Price Price 23 . BID-00147 115 CY Topsoil -Install $ 15.00 $ 1,725.00 - Fifteen Dollars & no Cents per CY 24. BID-00837 100 CY Concrete-Type B -Install $ /. I){) $ /~{). 00 ----..... 12~dJ.,_..e../~ ___ Dollars & ---~-'-11----f-'7.-k_o ____ Cents per CY 25. BID-00839 100 CY Concrete-Type E -Install $ /. ~ t) $ j{)t). C)O a/Qe./ Dollars & -t,JJtD Cents per CY 26. BID-00530 1430 SF Walk-4 Ft-Install (TXDOT-STD) $ 5 . ()0 $ i1 $0 . ~() =, J/:tvu Dollars & -!f,1t.o Cents per SF 27. BID -00181 1 LS Traffic Control -Install $ '2 !)o o. tJl) $ ~ I)~(). t)t) cif4t_~ 1 ilw ~ Dollars & ~/(,I) Cents per LS G:\FW06\0268\Specs\P ART 2\Proposal.doc Bl-6 u Water and Sanitary Sewer Re~lacement, Contract 2005 WSM-K-Part 2, D.O.E. No. 6162 Pay Bid Item Approximate Item Number Quantity 28. BID-00099 1 LS 29. BID-00126 170 LF 30. BID-00127 170 LF 31. BID-00430 100 SY G:\FW06\0268\Specs\PART 2\Proposal .doc Description of Bid Item Prices Written in Words Storm Water Pollution Prevention Plan < than 1 Ac -Install -Go ii.w/.))u v Dollars & ~~o Cents per LS Fence -Install td:-. ~R;..c> t 4UaJti b r1flli!Atbn,nm& 1¥- ~ lt,o Cents per LF Fence -Remove ----ri<l() Dollars& drrkb Cents per LF Pavement -Additional HMAC Pavement Repair Beyond Trench Width ~K/;;r Dollars& 7 ~)!b Cents per SY Total Water Bid, (Transfer Total to Page Bl-16) Bl-7 Unit Total Price Price $ 1; t)(}/). oo $ 4t)t)().0 /) $ f?IJ. t)O $ ~¢()(). (Jt) $ i;.tJ l) $ ':)(#. OtJ $ !£./). (}{) $ t/:l)l)IJ. 1)0 * Type of Pipe Used PVC DR-14 : X -------DIP Class 51 : ------- . LIST OF CAST IRON FITTINGS AS REQUIRED BY E2-7.11A TO BE SUBMITTED WITH BID Weight Number of Fittings Size Type (lbs) 8 8" X 8" TEE ;;.,o 3 8" X 8" CROSS ~5-, 3 8" X 8" ANCHOR TEE )1:,0 7 8" 11 .25 ° BEND /1,() 2 8" . 22 .5 ° BEND JI,() 4 8" MJ SOLID SLEEVE ·, 7; f' 1 8" PLUG 7() 5 8" X6" ANCHOR TEE ;}-<i I 14 8" X 6" REDUCER I 2,,b 14 6" MJ SOLID SLEEVE /J Total Contractor shall fill in blanks for "Weight" and "Total Weight" as a part of his bid . (weight w ill be based on M.J. Fittings) Note: _ G:\FW06\0268\Specs\PART 2\Proposal .doc Bl-8 Total Weight (lbs) A--05'0 1/Jlb ?90 11 ;;.o ~::J.0 6"90 -;o J').o< JO/ IJI-J 10?'1 )0. /iJ. . Ll . Water and Sanitary Sewer Replacement, Contract 2005 WSM-K, D.O.E. No. 5320 Pay Item Bid Item Number Approximate Quantity Description of Bid Item Prices Written in Words Section B -Sanitary Sewer Improvements I 1. BID-00332 2398 LF * Pipe-S ewer-8 Inch (All Depths)- Install Dollars & /·~ -------"'-+-"~--'--71'--+--- -----11-,-.Jt_o __ Cents per LF 2 . BID-00350 80 LF * Pipe-Sewer-8 Inch-SDR26 (All Depths) -Install -Zii~ H:g../ Dollars& -+b-R Cents per LF 3 . BID-00354 660 LF * Sewer Service-4 Inch -Install czRe~ Dollars& "ftA.o Cents per LF 4. BID-00358 790 LF * Sewer Service-4 Inch-SDR26 -Install ----c;"r-111<+-=-trt::-+--__ Dollars & ----+"'-'· _,.,.k~O ___ Cents per LF * Contractor must complete "City Approved Product" form on B 1 ~ 15 G-:\FW06\0268\Specs\P ART 2\Proposal.doc Bl-9 Unit Price $ 1t>. t)t) $ ~ /. {)t) $ I/. ()0 $ P. ~/) Total Price $ ~ 9£H.IJO $ i/16UJ. oo $ 4 ;.~o.()0 Water and Sanitary Sewer Re:elacement, Contract 2005 WSM-K, D.O.E. No. 5320 Pay Bid Item Approximate Description of Bid Item Prices Unit Total Item Number Quantity Written in Words Price Price ·-~t'. ~() $ ~(/pp. t'() 5. BID-00355 56 EA Sewer Service-4 Inch Service Tap -$ Install ·- .a> ~ ~~t~ollars& j-t~() Cents per EA 6. BID-00356 56 EA Sewer Service-4 Inch-2 Way Clean Out $ jJ;S.oo $ (l_~o1J.d() -Install /) .n"' <i;_~t1.h~ JJ ~t~vv Dollars & 7Yko Cents per EA 7. BID-00206 5 EA Manhole -Remove $ ';), t) (}. (} () $ / St'J (}. oo -z:l;}(,~ '6~JALbollars& ~µ Cents per EA ""I 8. BID-00213 9 EA Manhole-Std 4 Ft Diam-(to 6 Ft Depth) $ I, f t)t). J t) $ 1411()(). tJO -Install t2~ ±I; 4U/JJu J ~ ~-,,w-1~Dollz,s& ~1 /t-o Cents per EA 9. BID-00214 12 VF Manhole-Std 4 Ft Diam-Added Depth $ I/){). t) o $ I. ~(). {)/) ( over 6 Ft Depth) -Install 1 "'":ia.,.e tAlu ,% al::P ~ ~c/µatfu~ Dollars& cflko Cents per VF G:\FW06\0268\Specs\PART 2\Proposal.doc Bl-10 .a • Pay Water and Sanitary Sewer Re~lacement, Contract 2005 WSM-K, D.O.E. No . 5320 Bid Item Approximate Description of Bid Item Prices Unit Total Item N umber Quantity Written in Words Price Price • $ ~ tJt)~. tJP ~~()t). (Jt) 10 . BID-00207 1 EA Manhole-Drop-Std 4 Ft Diam-(to 6 Ft $ depth) -Install iii :. .!/,1, vJ-11; w. /.)/1..«. V Dollars & +Jd) Cents per EA ::ii 11. BID-00208 12 VF Manhole-Drop-Std 4 Ft Diam-Added $ t.io. () I) $ ~ JI,,. ()/) Depth (over 6 Ft Depth)-Install 041 t., ~tl-Jt12. I_-) l b4dj; Dollars& I ?}¥JG() Cents per VF .) 12. BID-00196 10 EA Collar-Manhole -Install $ t.k/). () i) $ ~~oo. oD ~ '-41.~~ f1r.c ~ollars & 7i'Jt1) Cents per EA 13. BID-00218 10 EA Manhole-Watertight Insert -Install $ 5{). () 0 $ 5tJo. otJ 1 I/-~ Dollars & -, ~M Cents per EA 1 14 . BID-00217 10 EA Manhole-Vacuum Test -Services $ /~o.~() $ /to~.~o 1 !)~~/cllj_/Dollars& l ~ Cents per EA F'-'-.,.- G:\FW06\0268\Specs\P ART 2\Proposal.doc Bl-11 r1 Water and Sanitary Sewer Ree lacement, Contract 2005 WSM-K, D .O .E. No. 5320 iii. Pay Bid Item Approximate Description of Bid Item Prices Unit Total Item Number Quantity Written in Words Price Price a 15 . BID-00443 3500 LF $ !i~. t/0 $ /~~ /J()(). IJl) Pavement-2 Inch Min HMAC on 2/27 / Concrete Base (STR-028)-Install a. JQl -1t~ Dollars & Q ~k t) Cents per LF a /t,t . PP $ ~ ~t,.PO 16. BID-00458 50 LF Pavement-Concrete on 2/27 Concrete $ 1 Base (STR-031)-Install -q' 1 ~ !}µ/ Dollars & i 1 --1 /t P Cents per LF 1i t t/. t)() 17. BID -00423 70 LF Curb & Gutter -Install $ $ /, I:, 'j". tJ lJ J 11 ~,4AI</ Dollars & l '1-r k,() Cents per LF 1 18. BID-00473 9 SY Pavement-Valley Gutter -Install $ !fa· ()() $ t~.1)0 -, c/.tv~ Dollars & 1 ~)t o Cents per SY f. oo 19. BID-00137 151 SY Grass-Sod -Install $ $ I ii) 9. l)tJ -1 ~;,~ Dollars & -1l 'r ft ko Cents per SY ·. 1 . ' G:\FW06\0268\Specs\P ART 2\ProposaLdoc Bl-12 ~! I Water and Sanitary Sew er R e~lacement, Contract 2005 WSM-K, D.O.E. N o. 5320 ~l Pay Bid Item Approximate D escription of Bid Item P rices U nit T otal Item N umb er Quantity Written in Words Price Price 1) ~l 20. BID-00 14 7 3 1 CY ti Top soil -Install $ 15.00 $ 465 .00 , Fifteen Dollars & ~ no Cents per CY ,I $ ,f, ct~ i_ tJO 2 1. BID-00201 245 8 LF Inspection-P ost Construction Cleaning $ I. ~o a1 •I & TV-Study ,; a: ~~ Dollars & ! ~/(.D Cents per LF ar t. t)O l/j16. I)/) ! 22. BID-00202 2338 LF $ $ i Ins pection-Pr eco n struct ion Cleaning & } TV -Study a1 -fi2 () Dollars & a1 J 1'f1U> Cents per LF iii1 23 . BID-003 72 214 8 LF Trench Safety System 5 Foot D epth-$ /, ()0 $ t ;JJ.tPIJ ! Install ii I {),Al.~ Dollars & j • 1,eJto Cents per LF I ttJIJ. ,1 /) I. $ I 1'00. l)IJ 24 . BID-0036 7 6 EA Sewer-Service-Cut & Plug Existing All $ iii Sizes All D epths -Abandon I! j ill ~ ~1.vd)u [/ Dollars & I j ~ko Cents per EA ~ • G:\FW06\026&\Specs\PART 2\Proposal.doc Bl-13 r · :.i: I I ;e ·1 I I i:=• I I C ""' I =, ~ ......, I r L r -1 i l j l Water and Sanitary Sewer Re~lacement, Contract 2005 WSM-K, D.O.E. No. 5320 Pay Bid Item Approximate Item Number Quantity 25. BID-00181 1 LS 26. BID-00211 21 VF 27. BID-00099 1 LS 28. BID-00430 100 SY · G :\FW06\0268\Specs\PART 2\Proposal.doc Description of Bid Item Prices Written in Words Traffic Control -Install dv'4( .z/4Dt{i}ttALVDollars & fe)lO Cents per LS Manhole-Paint & Coating-Interior ProtetJve Co*g -~ J)-k ~,tr. k., J./ Q,l,~ Dollars& ~kt> Cents per VF Storm Water Pollution Prevention Plan < than 1 Ac -Install f{i) ()--klJMJ.,.{),/i.,,,...1-,/ Dollars & 4-tk~ Cents per LS Pavement -Additional HMAC Pavement Repair Beyond Trench Width !}v~ Dollars & t'fk.o Centsper SY Total Sewer Bid (Transfer Total to Page Bl-16) Bl-14 Unit Total Price Price $ 'Z{)t)t). () () $ ~~{)". tJO $ /to. ~o $ i. ~~ "· dt> I $ ~()O(). 00 $ a. ()()()~ 00 $ Ip~. () 0 $ L/; tJ{)D. oO -,, $ af 4, ?J'J., C ,..-. I I F'I I • I I ,1 l l J *CITY APPROVED PRODUCT LIST *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC No. SIZE El -31 4" thru 30" z<. El-25 · 4" thru 15" El-27 4" thru 15 " El-28 18 " thru 27" El00-2 18 " thru 48" Consult the "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the ipes listed above. 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 may result in rejection of bid as non-responsive. G:\FW0 6\0268\Sp ecs\P ART 2\Prop osal.d oc Bl-15 ] J '1 1 , __ · SUMMARY OF BIDS Section A -Water Line Improvements Section B -Sanitary Sewer Improvements **Total (Bid Sections A+ B) ** TIDS TOTAL TO BE READ AT BID OPENING Bl-16 $ it't. ~7?. o-. ,. - ] ··1 ]· ] 1 PART B -PROPOSAL (Continued) Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Survey Bond and such other bonds as required by the Contract Documents, for the faithful performance of the 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 not executed and delivered within the time above set forth, as liquidated damages-fo;r 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 Project 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 D ocuments and appurtenant plans . The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by terms of City Ordinance No . 727 8 as amended by City Ordinance No. 7400 . The Bidder agrees to begin construction within _lQ_ calendar days after issue of the work order, and to complete construction within 150 calendar days as set forth in the written work order to be furnishe d by the Owner. (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 statute is attached . Nonresident bidders in the State of _______ , our principal place of business, are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is in the State of Texas. G:\FW06\0268\Specs\P ART 2\Proposal.doc Bl -17 Addendum No. 3 ~ (Seal) If Bidder Corporation I ,. I , , ,, ,, 1( .. -. ,. ~~.~ _; ·,",., Respectfully submitted, By:~ Title://r/ Address: '7 t.J(} /ii fArir t'r,(~ Xeti~,, L ?~ot(J , Bl-18 Part C -General Conditions PART C -GENERAL CONDITIONS TABLE OF CONTENTS Cl-1 Cl-1.1 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~l.21 Cl-1. 22 Cl-1.23 Cl-1. 24 Cl-1.25 Cl-1.26 c1~1.21 Cl-1. 28 Cl-1. 29 Cl-1.30 Cl-1.31 Cl-1. 32 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 The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2 .·l C2-2.2 C2-2 . .3 C2-2.4 C2-2.5 C2-2.6 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 (1) 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 (1) C2-2 (1) 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.l C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.1'0 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 C4-4.5 C4-:-4.6 C4-4.7 CS-5 CS-5.1 CS-5.2 CS-5.3 CS-5.4 CS-5.5 CS-5.6 CS-5.7 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 of Proposal Withdrawing Proposals Telegraphic Modification of Proposals Public Opening of Proposal Irregular Proposals Disqualification of Bidders AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals 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 Pocuments Special Provisions Increased or Decreased Quantities . Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS Authority 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 Utilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection ( 2 ) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 Cl) C3-3 (1) C3-3 (1) C3-3 (2) C3-3 (2) C3-3 (2) C3-3 (2) C3-3 (4) C3-3 (4) C3-3 (4) C3-3 (4) C3-3 (7) C3-3 (7) C3-3 (7) C3-3 (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 cs-s CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 cs-s ( 1 ) ( 1 ) ( 2 ) ( 2 ) ( 3 ) ( 3 ) ( 3 ) ( 4 ) ( 5 ) ( 5 ) ( 5 ) ( 6 ) ( 6 ) ( 7 ) ( 7 ) ( 8 ) ( 8 ) ( 9 ) C6-6 C6-6.l 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 CG-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.l C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.ll C7,-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.l C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, 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 Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to Na€ional Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities unit Prices ( 3 ) C6-6 (1) CG-6 Cl) C6-6 (1) C6-6 ( 2) C6-6 (2) C6-6 ( 3) 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 (11) C6-6 (11) C6-6 (11) C6-6 (12) C6-6 (12) C6-6 (12) C7-7 (1) C7-7 Cl) C7-7 Cl) C7-7 (2) C7-7 (2) C7-7 (3) C7-7 (4) C7-7 ( 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) C8-8 (1) C8-8 (1) CB-8.3 CB-8.4 CB-8.5 CB-8.6 CB-8.7 CS-8.8 C8-8.9 CS-8.10 C8-8.ll CS-8.12 CS-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents ( 4) CB-8 (1) C8-8 (1) C8-8 (2) C8-8 ( 3) CS-8 ( 3) C8-8 (3) CB-8 (4) C8-8 (4) C8-8 (5) C8-8 ( 5) C8-8 (5) PART C -GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION Cl-1 DEFINITIONS Cl-1.l DEFINITIONS OF TERMS: Whenever in these Contract Documents the 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 Documents govern all Water Department Projects and include the following items: PART A -NOTICE TO BIDDERS PART B -PROPOSAL (Sample) (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 b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A -NOTICE TO BIDDERS (Advertisement) Same as above PART B -PROPOSAL (Bid) PART C -GENERAL CONDITIONS PART D -SPECIAL CONDITIONS PART E -SPECIFICATIONS PERMITS/EASEMENTS PART F -BONDS PART G -CONTRACT PART H -PLANS (Usually bound separately) Cl-1 Cl) Cl-1.3 NOTICE TO BIDDERS: All of the legal publications either ·actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. Cl-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder ~hen it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. Cl-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. Cl~l.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on 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 Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. Cl-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is 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) faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) Cl-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. Cl-1.11 PLANS: The plans are the drawings or reproductions there~rom made by the Owner's representative ~howing in detail the location, dimension and position of the various elements of the project, including such profiles, typical 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 hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. Cl-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered 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 specific duties. Responsibility for final enforcement 6f . Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are 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 tern of the City of Fort Worth, Texas. Cl-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1 (3) Cl-1.17 DIRECTOR OF PUBLIC .WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the city Engineer, or his duly au~horized 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 ENGINEER: 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 the particular duties entrusted to them. cl-1.20 CONTRACTOR: The personi persons, p~ttnership, company, firm, a .ssociation, or corporation, entering into a contract with the Owner for the .execution of the work~ acting directly or thrciugh a duly authorized representative. A sub-contractor is a person, firm;-corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the .site of the project. cl-l.2l SURETIES: The Corporate 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 r~quirements as set forth in the Contract Documents and ~p~~6ved changes therein. Cl-1.22 THE WORK OR PROJECT: The completed work contemplated 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 ccimpleted and serviceable project. Cl-1.23 WORKING DAY: A working day is ~efined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weath~r or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:~0 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. Cl-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: Cl-1 (4) 1. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine 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 When one of the above named 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 ori 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 appear in Contract Documents, the intent and meaning shall be as follows: MSHTO - ASCE LAW ASTM AWWA ASA HI Asph. - Ave. Blvd. - CI CL GI Lin. lb. MH Max. American Association of MGD State Highway Transportation Officials American Society of Civil Engineers In Accordance With American Society of Testing Materials American Water Works Association American Standards Association Hydraulic Institute ~sphalt Avenue Boulevard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum Cl -1 (5 ) -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. - Y.ard SY -Square Yard L.F. -Linear Foot D.I . -Ductile Iron Cl-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was n6t 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" shall 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. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. Cl-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface 1s any area except those defined above for "Paved Streets and Alleys." Cl-1.30 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: parallel lines two (4') feet back of exists. The roadway is defined as the area between (2') feet back of the curb lines or four the average edge of pavement where no curb Cl-1.32 GRAVEL STREET: A gravel street is any unpaved street to which -has been added one or more applic·ations of gravel or similar material other than the natural material found on the street surface before any improvement was made. Cl-1 (6) SECTION C -GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.l PROPOSAL FORM: 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 Bidder's "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 is 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 nat~re 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 which are to 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 bidder shall schedule the equipment 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 t6 be fur n ished as may be listed in the proposal C2-2(1) forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on~ uniform basis. Payment will be made to the Contractor for only the actual 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 requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND 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 after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit 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 the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi~ed for its completion, and obtain all information required to make an 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 thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of~ proposal is prima-facie evidence that the bidder has made the investigations, 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 allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2 .4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal 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 required. All 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 City 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 must be given, and the proposal signed by an official or 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, incomplete 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 retur n ed to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied 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 way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds . The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may b e returned promp t ly after the canvass of bids . C 2 -2 (3 ) 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 a~ 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 Bidder 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 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 set for open_ing 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 City 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. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been 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 opening of bids. C2-2.ll IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the C2-2(4) 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 closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION 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 of 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. Financial Statement showing the financial condition of the bidder as specified in Part "A" -Special Instructions. 2. 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. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5 ) PART C -GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.l CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application 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) and or a a Woman-owned Business Enterprise (WBE) on the contract 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. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grou n ds 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 comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) The Contractor shall post the reqµired notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after .the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after inv~stigations have been made as to the responsibility of the proposed awardee ... 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 the 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 owner 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 retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed 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 sufficient performance 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 full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by r e ason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) b. c. d. bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final · payment is made on the project by the City. 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 C8-8.10. PAYMENT BOND: A good and sufficient 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 Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed 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 Owner and shall be executed by an approved 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 amount of bond written by any one acceptable company shall not exceed the amount shown 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 (3) new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, 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 with 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 legality 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 required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable 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 the agreed amount 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 Owner. The filing of a proposal will be considered as an acceptance 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 commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.ll INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 .(4) certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insuran6e c9verage required herein shall include the' coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contr~ctor shall maintain, during the life of this ··,contract, Workers' Co~pensation Insuran~e ~n all of his employees to be _engaged in work ·on the . project under this contract, and for a.11 sub-contractors. In case any class of employees engaged in hazardous work on the project und~r this coitract is not protected under the Workers' Compensation Statute, the Contractor shall provide 'adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maint~i~ during the life of this contract Contr~ctor's Comprehensive General Liability Insurance (Public Liability and Property Damage Iniurance) in an amount not less than $500,0.00 coverfng 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;ooo umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: · · · 1. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed adjacent to same). 4. Damage to underground utilities for $500,000. C3-3 (5) e. f. ·.g. 5. 6. Builder's risk (where above-ground structure~ are involved). Contractual Liability (covers all indemnification requirements of Contract). AUTOMOBILE INSURANCE -BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and .maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries iricluding accidental de~th to any one person and subject to the same limit for ~ach person an amount not less than $500,000 on account of one accident, and automobile property damage irisur~nce in an amount not less than $100,000. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above par~graphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, again~t damage claims which may arise 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 of the Contract. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carrier~ satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insu r ance not cover the sub-contractor's work operations. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and perfo r mance, payment, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3-3 (6) City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have 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, any 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. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the proje~t 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 business with and enters into a contract with the City for construction of water and /or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other C3-3 (7) matter associated such as maintaining adequate and appropriate insurance o~ 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 in advance of any work on the projecti 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 requirements 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 d e mand that such local representative be replaced 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: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8 ) SECTION C4-4 SCOPE OF WORK PART C -GENERAL 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 full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do 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 furnished 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 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. 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 materials to be furnished by the 25 percent or more, then either party to the contract shall upon written reqCTest 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 consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes r in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the -most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4~4.5 EXTRA WORK: Addit1onal work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a "Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. .An agreed lump sum. c. The actual reasonable cost of Cl) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to e~ceed 10% of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in Cl), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method C4-4 ( 2) suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its p~rformance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent rec6rd a corrected set of plans showing the actual installation.· The compensation agreed upon for 'extra work' whether or not iniitiated by a 'change order' shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Cont~actor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for whic h esti mates are t o be expected. The r e C4-4 (3) shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepar~d on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same.-The schedule shall be in the form of a time schedule critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each pattial payment period or at such intervals as directed by the Engineer. The contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction sc~edule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. ' The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 (4) c. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f .. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals. 2. Submittal review periods. 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and mat~rials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. C4-4 (5) 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. C4-4 (6) PART C -GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.l AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contr~ct Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner a?d Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. CS-5 (1) CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to de~cribe and provide for a complete and useful project, and any requirements appearing in one 6f the 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, special c~nditions 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 apparent 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 fulfillment of the intent of th-e Contra~t Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. tn the event of a conflict in the drawings, specifications, or other portions of the Cbntract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quot~d the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant atterition nece~sary to facilitate the progress thereof and shall cooper~te with the Engineer, 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. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor'~ agent on the work. Such superintend~nt and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized 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 work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of th e week on which the Engineer determines that circumstances require the presence on the project sit e of a representative of the Contractor to C5-5 (2) adequately provide for the safety or convenience of the traveling public or the owners of property across which 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 examine and inspect the workmanship and materials entering into the work. CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a respon~e shall occur day or night, 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 discrepancies, omissions, or corrections necessary 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 correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. CS-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructe~, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. CS-5.7 CONSTRUCTION STAKES: The City, through its Engineer , will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurement s will be established by means of stakes or other customary me t hod of marking as may be found cons i stent with good practice. CS-5 (3) These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be establis~ed for the Contra~tor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever~ in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or temoved by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work 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 Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials 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. In case of any dispute arising between the Contractor and the city Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority 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 Inspector will not, however, be authorized to revoke, alter, enlarge, or release 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 Documents. He will in no case act as superintendent or foreman or ,perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C5-5 (4) CS-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements 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 directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering 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 adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED 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 done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or ·any Extra Work 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 expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money 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 MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstructio n conference , make written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called f o r by the general design, be similar and of equal substance t o that specified and be suited to the same use and capable of performing the same function as that specified; and identifying all variations of the proposed CS-5 (5 ) substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written .approval of Engineer who will be the 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 expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERIALS: 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 be 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 make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be . used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of the new materials. CS-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the CS-5 (6) ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-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 of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such strudtures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additi~nal compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent 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 provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. CS-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. CS-5 (7) b. 2. Notify each customer personally through responsible personnel as to time and schedule of the interrup~ion of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the CU$tomer's entrance door knob. The tag 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 possible. Thank you, Contractor Address Phone Emergency: 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 other contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settl~ with such other contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. cs-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the C5-5 (8) unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Co~tractor 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 remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. 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 of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor 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: Whene v er the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and request that the Final inspection be made. Such inspection will be made within 10 days afte r such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. C5-5 (9) PART C -GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.l LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which 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 such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor 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 AND 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 exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the work. 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 trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason _ of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought 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 such suits. C6-6 (1 ) C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of ~arbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the crea~ion of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, 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 CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cau~e 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 or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such oth~r means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer 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 expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) gas valves, 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-f6ur hours notice iri 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 work 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 Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstrucied or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, streets, or 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. Where 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 the 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 property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer 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 Contractor 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, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be C6-6 (3) carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the w~rk and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. CG-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement 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 the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to · the rai_lway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. CG-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in 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 property and of the work as are necessary. Barricades and fences 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 being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments 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 "1980 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 Veron's Civil statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. CG-6 ( 4) 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 8780-8075), 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 re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor 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 Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and 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 incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, .DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in C6-6 (5) advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. 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 twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written 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 such use 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 "DANGEROUS 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, through, 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 benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the a~fected 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 specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvement~, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might affected 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 due to defective work, material, or equipme~t. When and where any direct or indirect or injury is done to public or private 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 Contractor, 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, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences 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. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits , before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnig ht , and /or at all times to prevent livestock from entering t h e constr u ction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the projec t C6-6 (7) proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property 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 condition 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 parties 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 control 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, agents, servants, employees, contractqrs, 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 a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any an all claims or suits 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 be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; 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 personal injuries, 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 be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and d~es hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property 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 resulting from, in whole or in part, 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 a -11 work 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 30-day period, the Contractor may be deemed to be entitled 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 p~nding against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If conoition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the C6-6 (9) expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. CG-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor 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 statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of 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 books of account, 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 waived, and he shall not be entitled to payment on account of such damages. CG-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES~ ETC.: In case it is necessary to change, move, or alter 1n any manner the property . of a public utility or others, the said property shall not be moved or interfered with until orders th~reupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. CG-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared .at all times to dispose of drainage and sewage CG-6 (10) received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connecti9ns shall be kept in service and maintained under the Contract, except when .Specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory 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 City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished 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 exi~ting fire hydrant and/or valves is detailed in Section E2-l.2 USE OF FIRE HYDRANTS AND VALVES in these General Coritract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are 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 Department. 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 structure is in suitable condition, it may be put into use upon the written order of the Erigineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance 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 p revent in j u ry or damage t o t h e work or any part C6-6 (11) ' thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor .shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the h~reinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or a~y 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 other or subsequent breach. The owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requir e ments 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 Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption rie~tificate to comply with State Comptroller's Ruling .007. Any such e xemption certificate issued by the Contractor in lieu of th e tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas L imite d Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organiza t ion which qu a lifies for exemption pursuan t to t h e p r ovi s io n s o f Arti cle 20.04 (H) of the Te x as limited Sales, Exci~e, and Use Tax Act, the Contractor can probably be e xempt e d in the same manne r state d above. C6 -6 (12) / 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 (13) j l . PART C -GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.l SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than 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 the 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 Owner will not recognize any subcontractor on the work. The Contractor shall at all times; when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 AS~IGNMENT 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 the Contractor does, without such previous consent, assign, transfer, 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, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt 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 liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of C7-7 (1 ) prosecuting the work and ordering materials and equipment which he expects to follow in order to complete 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 period. 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. Any deviation 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 Contractor 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. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper ~xecution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor s hall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Cont~actor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) ., l 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 have sufficient skill, ability, and experience to properly perform the work assigned to them and operate 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 work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for . handling materials 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: Elapsed working days shall be computed starting with the first day of work completed as defined in Cl-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in 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 Holiday must be made to the Engineer no later than the proceeding Thursday. b. Any 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 timely 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, Sunday or Legal Holiday, and no e x tra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined i n Cl-1.24 and the Contractor ma y work as he so desires. C7-7 (3 ) C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work order. Failure to do so shall be considered by the Owner as abandonment 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 work will be performed and the ~remises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. 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 f~om 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 for completion of work, consideration will be given to unforseeable causes beyond 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, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request 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 order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts 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 work 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 Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4) any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be 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 material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which 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 obligitions hereunder which shall remain in full force until the discharge 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 of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be sp~cified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time 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 each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, 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 $ 5,001 to $ 15,000 inclusive $ 45.00 $ 15,001 to $ 25,000 inclusive $ 63.00 $ 25,001 to $ 50,000 inclusive $ 105.00 $ 50,001 to $ 100,000 i ncl u sive $ 154.00 $ 100,001 t o $ 500,000 inclusive $ 210.00 C7 -7 (5 ) $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 $2,000,000 inclusive$ inclusive$ ~ v 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 would be incapabl~ or very difficult of accurate estimation, and that the "Amou~t 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 court, 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 SUSPENSION: 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 make 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 materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged iri any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Con~ractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION 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 the Contractor in procuring and making available the necessary 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 acceptable to both the Owner and the Contractor 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 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. C.7-7 (7) b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work w~thin the specified time. c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. 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. g. Failure of the Contractor promptly to make good -any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. b. 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. i. 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. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. A copy of the suspension order o r action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and ma y perform the same o r may, with the written C7-7 (8) consent of the Owner, sublet the work or that portioh of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue · the work has be~n served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed ·by them in accordance with the terms of the Contr~ct Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibiliti~s, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof ~s it may 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 the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract 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 under and by virtue of the Contract or any part thereof. The Owner shall not be re~uired 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 been 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 excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or oth e rwise under the provisions of this sec t ion, the Contractor shall continue the remainder of the wo r k in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as ha v ing been fulfilled, save as prb v ided in any bond or bonds or by law, when all the work and all sections or parts of the project covere<l b y the Co n tra c t Docume nt s have C7-7 (9) been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. B. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner 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 perfo r mance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and e~tablished when the letter is placed in the United States Mail by the Owner. Further, it shali be deemed conclusively pre s umed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. CONTRACTOR ACTION: After receipt of a notic e of termination, and except as otherwise directed by the Engineer, the Contracto r shall: 1. Stop work unde r t he contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, servic e s or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they r elate to the performance of work t e rminated b y t he notice of termi n ati o n; 4. tra n sf e r tit l e t o t h e Own er an d deliv e r in the mann e r, at the times, and to the extent, if an y , dir e cted by t h e Engineer: C7-7 (10) c. a. the fabricated or u nfabricated parts, work in process, completed work, supplies and other material produced as a part 6f, or acquired in connection with the performance of, the work terminated by the notice of termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the 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 prote c tion and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner ~as or may acquire the rest. At a time not later than 30 da y s aft e r the termination date specif i ed in t h e notice of termination, 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 th e disposition of which has been direc t ed or authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to s u ch items provided, th a t the list submitted shall be subject to verification by the Engineer u pon removal of the items or, if the items are stor e d, within 45 days from the date of submissi o n of t he list, and any necess ar y adjustments to co rr ec t t he list as submitted, shal l be made prio r to f in al settlement. TERMINATION CLAIM: Wi th in 6 0 da y s af ter no t ice o f ter m inatio n , the Con tr ac to r s h a l l s ubm it h is ter mination cla i m to t h e Eng i n ee r i n t he f o rm a nd with t h e certifica t ion p r e s c r ib e d by the E ngine e r. Unless one o r more ext e ns ion s i n wr i t i ng a r e gran t ed b y t he O wner up o n r eq u e st of the Co n trac to r, m~de in wri t ing withi n s u c h 6 0-d ay pe r iod or a u th ori zed exten sion t he reof, a n y and al l such c l a im s sh all be conclu s i v ely deemed waived. C7 -7 (1 1) D. E. F. G. AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole or any p~rt 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 work 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 C7-7.16(E) 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 ~mount or amounts which may be agreed upon to be paid to the Contractor 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 (D) 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 amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the ~mounts determined. No amount shall be due 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 contract; Cb) any claim which the Owner may have against the Contractor in connection with this contract; and Cc) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12) equitable adjustment of the price or prices specified in the contract relating to the continued portion of the eontract (the portion riot 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 for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter th e rights which the Owner may have for termination of this contract under C7-7.14 hereof en t itled "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 Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. C7-7 (1 3) PART C -GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT 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 Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. -, C8-8.2 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, appliances 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 fully construct each item of the wok complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, 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. C8-8.4 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 and damage arising out of the nature of the work or from the action of the elements, for any unforeseea defects or obstructions which may arise or be encountered during the prosecution of the work at any time C8-8 (1) before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecuti9n of the work, for all expense incurred by or in consequence of 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 completeing the work in an acceptable manner according to the terms of the Contract Documents. 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 defects, imperfection, or damage shall have been discover~d on or before the final inspection and acceptance of work or during the one year guaranty period after 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. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1st and 5th day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period 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 partial payment was made exceeds one hundred dollars ($100.00) in amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 85% of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request to aid C8-8 ( 2) him as a guide 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 rendered following the discovery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities tinder the Contract Documents. The city reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. ca-a.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance 0£ the construction operations is not in accordance with the requirements of the Contract Documents. ca-a.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements 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 inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents 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 therefor as outlined in ca-a.a below. ca-a.a FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have 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, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. ca-8 (3) The amount of the final estimate, less previous payments and any ~um that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 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 payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, 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 rort Worth has been paid, and that there 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 conneGted with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any 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 thereo-f, 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. C8-8.10 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 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 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 acceptance 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 a~ount of the contract which shall assure the performance of the general guaranty as above outline. The Owner will give notice of observed defects with reasonable promptness. C8-8.ll SUBSIDIARY WORK: Any and all work specifically 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 item 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 bid 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. · CB-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 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 actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings 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 of the work. CB-8 (5 ) Supplementary Conditions to Section C - - - - - - - A. B. C. D. SECTION Cl: SUPPLEMENT ARY CONDITIONS TO PART C -GENERAL CONDITIONS General 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 RET AINA GE: 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 and 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 ex ecution, 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.l 1 of the General Conditions is del eted and replaced with D-3 of Part D -Special Conditions . C3-3 . l 1 INSURANCE : Page C3-3 (6): Delete subparagraph "g. LOCAL AGEN T FOR IN SURANCE AND BON DING" Revised 10/2 4/02 Pg . 1 - - - - - - E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: Contractor covenants 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 officers, 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 officers, 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 officers, 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 QUANTITIES 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 provisions 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. Revised 10/24/02 Pg.2 - 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 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 equivalent 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. Revised 10/24/02 Pg. 3 - H. I. I. 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 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. 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 provision in the Contract Documents, nor partial or entire occupancy or use of 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 any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract Revised 10/24/02 Pg.4 - - J. 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 . 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 recei ve d 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 follo w ing re visi ons : Re vised 10/24/02 Pg . 5 L. 1. 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. 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.l 1 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: Revised 10/24/02 Pg. 6 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. 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 of 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: 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. Revised 10 /24/02 Pg. 7 P. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (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 of Section C-1 , L. Right to Audit (Rev. 9/30/02) 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 . Revised 10 /24/02 Pg. 8 Part D -Special Conditions PART D -SPEClAL CONDITIONS GENERAL ..................................................................................................................... 3 COORDINATION MEETING ......................................................................................... 5 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ................ 5 COORDINATION WITH FORT WORTH WATER DEPARTMENT ................................ ? CROSSING OF EXISTING UTILITIES .......................................................................... 7 EXISTING UTILITIES AND IMPROVEMENTS .............................................................. 8 CONSTRUCTION TRAFFIC OVER PIPELINES ........................................................... 8 TRAFFIC CONTROL ..................................................................................................... 9 DETOURS ................................................................................................................... 10 EXAMINATION OF SITE ............................................................................................. 10 ZONING COMPLIANCE .............................................................................................. 10 WATER FOR CONSTRUCTION .................................................................................. 10 WASTE MATERIAL ..................................................................................................... 10 PROJECT CLEANUP AND FINAL ACCEPTANCE ...................................................... 10 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ................................. 11 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ............................ 11 BID QUANTITIES ........................................................................................................ 11 CUTIING OF CONCRETE .......................................................................................... 12 PROJECT DESIGNATION SIGN ................................................................................. 12 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...................................... 12 MISCELLANEOUS PLACEMENT OF MATERIAL.. ...................................................... 12 CRUSHED LIMESTONE BACKFILL ............................................................................ 13 2 :27 CONCRETE ......................................................................................................... 13 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ......................................... 13 T RENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS ............ 14 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) ................ 15 SANITARY SEWER MANHOLES ................................................................................ 16 SANITARY SEWER SERVICES .................................................................................. 19 REMOVAL, SALVAGE , AND ABANDONMENT OF EXISTING FACILITIES ................ 20 DETECTABLE WARNING TAPES ............................................................................... 23 PIPE CLEANING ......................................................................................................... 23 DISPOSAL OF SPOIL/FILL MATERIAL ....................................................................... 23 MECHANICS AND MATERIALMEN'S LIEN ................................................................. 23 SUBSTITUTIONS ........................................................................................................ 23 PRE-CONSTRUCTION TELEVISION INSPECTION OF SAN ITARY SEWER ............ 24 VACUUM TESTING OF SANITARY SEWER MANHOLES .......................................... 27 BYPASS PUMP IN G ..................................................................................................... 28 POST-CONSTRUCTION TELEVISION INSPECTION OF SANI TARY SEWER .......... 28 SAMP LE S AND QUALITY CONTROL TESTING ......................................................... 30 TEMPORARY EROSION, SED IM ENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ................................................................ 31 IN GRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................ 32 PR OTECTION OF TREES, PLANTS AND SO IL ......................................................... 32 SITE RESTORATION .................................................................................................. 32 CITY OF FORT WORTH STANDARD PRODUCT LIST .............................................. 33 TOPSOIL, SODD ING, SEEDING & HYDROMULCHING ............................................. 33 CONFINED SPACE ENTRY PROGRAM ..................................................................... 38 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ............................ 39 · EXCAVATION NEAR TREES (WHERE IDENTIFI ED ON THE PLANS) ...................... 39 CONCRETE ENCASEMENT OF SEWER PIPE ......................................................... .40 03112/09 SC-1 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 03/12109 PART D -SPECIAL CONDITIONS CLAY DAM ................................................................................................................... 40 EXPLORATORY EXCAVATION (D-HOLE) ................................................................ .40 INSTALLATION OF WATER FACILITIES ................................................................... .40 Polyvinyl Ch loride (PVC) Water Pipe ........................................................................... 40 Blocking ....................................................................................................................... 41 Type of Cas ing Pipe ..................................................................................................... 41 Tie-lns .......................................................................................................................... 41 Connect ion of Ex isting Mains ....................................................................................... 41 Valve Cut-Ins ............................................................................................................... 42 Water Services ............................................................................................................ 42 2-lnch Temporary Service Line .................................................................................... 44 Purging and Sterilization of Water Lines ...................................................................... 45 Work Near Pressure Plane Boundaries ...................................................................... .45 Water Sample Station ................................................................................................... 46 Ductil e Iron and Gray Iron Fittings ................................................................................ 46 SPRINKLING FOR DUST CONTROL .......................................................................... 47 DEWATERING ............................................................................................................ 47 TRENCH EXCAVATION ON DEEP TRENCHES ......................................................... 47 TREE PRUNING .......................................................................................................... 47 TREE REMOVAL ......................................................................................................... 48 TEST HOLES .............................................................................................................. 48 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCT ION ........................................................................................................ 49 TRAFFIC BUTTONS .................................................................................................... 49 SANITARY SEWER SERVICE CLEANOUTS .............................................................. 50 TEMPORARY PAVEMENT REPAIR ............................................................................ 50 CONSTRUCTION STAKES ......................................................................................... 50 EASEMENTS AND PERMITS ...................................................................................... 50 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ................................................ 51 WAGE RATES ............................................................................................................. 51 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ..................................... 53 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) ........................................................................................................... 53 COORDINATION WITH THE CITY 'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS .................................................................................... 55 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD ............................................ 56 EARLY WARNING SYSTEM FOR CONSTRUCTION ................................................. 56 AIR POLLUTION WATCH DAYS ................................................................................ 57 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS ..................................... 57 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: WATER AND SANITARY SEWER REPLACEMENT, CONTRACT 2005 WSM-K, Part 2 FORT WORTH, TEXAS DOE PROJECT NO. 6162 WATER DEPARTMENT PROJECTS NO. P 253 605170040187 & P 258 705170040187 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 Conditions 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 perform ing 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 Department 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 follow ing published specifications , except as modified by these Special Provisions : 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 0311 2/09 SC-3 PART D -SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH CENTRAL TEXAS 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. B. 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. 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. 03/12109 SC-4 - PART D -SPECIAL CONDITIONS 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 contractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 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 03/12109 SC-5 PART D -SPECIAL CONDITIONS 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 governmental 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. 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 they 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 extension 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 extension 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 certificates 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 03/12109 SC-6 - - PART D -SPECtAL CONDITIONS 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 representing 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 subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with 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. 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) 463-3642 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 vert ical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be 03/12109 SC-7 PART D -SPEClAL CONDITIONS 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 exposed by his construction operations . Contractor shall make all necessary provisions (as approved or authorized by the applicable utility company) for the support, protection and/or temporary relocation of all utility poles, gas lines, telephone cables , utility services, water mains, sanitary sewer lines, electrical cables , drainage pipes, and all other utilities and structures both above and below ground during construction. It is understood that the Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with the proposed construction. 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 . D-7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construct ion vehicles cou ld exceed the load bearing capac ity of the pipe under shallow bury conditions . It will be the responsibility of the Contractor to protect both the new 03/12109 SC-8 PART D -SPECIAL CONDITIONS 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 ex isting 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. D-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 . Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E .) in the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals " on the City 's Buzzsaw website. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the 'Notice to Proceed ' issued the Contractor. 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 Transportat ion and Publ ic Works Department , Signs and Markings Division, (Phone Number 817-392-7738) 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 tempo rary 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 specificat ions , the permanent sign shall be left in place until the temporary sign requirements are met. When const ruction 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 unti l such reinstallation is completed . Work sha ll not be perfo rmed on certa in locations/st reets during "peak traffic periods " as determ in at ion by the C ity Traffic Eng ineer and in accordance w ith the appl icable provision of the "City of Fort Worth Traffic Cont rol Handbook for Constructio n and Ma intenance Work A reas ." T he lum p sum pay item fo r t raffic cont rol shall cover desig n and / or in sta ll at ion , a nd maintenance of the t raffic contro l plan . 03/12109 SC-9 PART D -SPEClAL CONDITIONS 0-9 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. 0-10 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. 0-11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 0-12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. 0-13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a 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%. 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- 03/12109 SC-10 PART D -SPEClAL CONDITIONS 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 in general preparing the site of the work in an orderly manner and appearance . The City of Fort Worth shall give final acceptance of the completed project work. D-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. The Contractor shall not commence with water and/or sanitary sewer installation until such time that the survey cut-sheets have been received from the City inspector. D-16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES The 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 OPERA TE 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 (ONCOR) who will erect temporary mechanical barriers, de- energize the lines, or raise or lower the lines . The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to ONCOR , and shall record action taken in each case. 4 . The Contractor is required to make arrangements with the ONCOR 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). D-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 provision controls . No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. 03/12109 SC-11 PART D -SPECIAL CONDITlONS 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) 392-8306 M-F 7:30 am to 4:30 p.m. or (817) 392-8300 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. 0-20 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 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 Cont ract Documents regardless of the actual amount used for the project. 03/12109 SC-12 PART D -SPECIAL CONDITIONS D-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 Specificat ions 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. D-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 Contractor'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 compl iance 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 8. Such evidence shall be a test report from an independent test ing laboratory and must include representative samples of soils 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-fi ll material is not suitable , at the direction of the Eng ineer, Type "B" backfill material shall be used . In genera l, all backfill material fo r trenches in ex ist ing paved streets sha ll be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source and shall consist of du rable particles free of thin or elongated pieces , lumps of clay , so il, loam or vegetable matter and shall meet t he following gradation : 03/12109 SC -1 3 PART D -SPECIAL CONDITIONS • 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 other 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. D698) 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 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 in 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. 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 superior in composition, thickness , etc., to exist ing 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 that were conducted on the project streets , to determine HMAC depths on existing streets , are provided in these specifications and contract documents. 03/1 2109 SC-14 PART D -SPECIAL CONDITIONS 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 then 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 repaving shall be done at the earliest possible date. A permit must be obtained from the 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 Construction Services section 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 Construction Services section. 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: 1. TRENCHES - A trench is referred to as a narrow excavation made below 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. 03112109 SC-15 PART D -SPECIAL CONDITl:ONS 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 rails, (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 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. 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 shall 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 03/1 2109 SC-16 PART D -SPECIAL CONDITIONS for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be 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 will 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. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 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-sect ional 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 : 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 app ly a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall rema in on the joint sealant until immed iately prior to the placement of the pipe in the trench . After removal of 03/12109 SC-17 PART D -SPEClAL CONDITIONS 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 seale r. 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 inches 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 watert ight 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 , cast ings 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 elevat ion . Allowances for the compression of the jo int 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 t ar epoxy . Koppe r "Bitumastic Super Serv ice Black "; Tnemec "46- 450 Heavy Tnemecol ", or equa l, to a minim um of 14 m ils dry film th ickness. 4 . The exterior surface of all pre-cast sect io n jo ints sha ll be thoroughly cleaned with a wire brush and then waterproofed w ith a 1/2-inch th ick coat of trowe lable bi t umast ic jo int sealant from 6-inches below to 6-inches above the j oint. T he coated joint sha ll the n be wrapped w ith 6 m il plastic to protect t he sea lant fro m da mage durin g bac kfillin g. 03/12109 SC-18 PART D -SPECIAL CONDITIONS C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials 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 . D-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 connections 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 fittings 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 . Payment 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 li censed plu m be r. The Engineer shall determine the length of t he replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as 03/12109 SC-19 PART D -SPECIAL CONDITIONS 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 relevantielevation 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 Documen t s in add ition to those located in the field and identified by the Engineer. This work shall be done in accordance with 03/1210 9 SC-20 - PART D -SPECIAL CONDITIONS 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 . A. SALVAGE OF EXISTING WATER 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 WATER 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 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 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 concrete 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 vault 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 03/12109 SC-21 PART D -SPECIAL CONDITIONS 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, includ ing top or cone section , all full 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. CUTTING 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 connect ions have been relocated to the new main. Once this determ ination has been made , the existing ma in will be abandoned as indicated above in Item I. 03/12109 SC-22 PART D -SPECIAL CONDITIONS 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 required shall be included in the unit price bid for the appropriate bid item(s). 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 installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-32 DISPOSAL OF SPOIUFILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise 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 floodplain. 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 , Contractor shall remove the spoil/fill material at his 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 03/12109 SC-23 PART D -SPECIAL CONDITIONS The specifications for materials set out the 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 acceptability 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, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location . Work shall consist of furnishing all labor, material, and equipment 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 section cannot be successfully performed from one manhole , the equipment shall be set up on the other manhole and cleaning again attempted. If, again , successfu l cleaning cannot be performed or equipment fai ls to traverse the entire manhole section , it will be assumed that a major blockage exists , and the cleaning effort shall be abandoned . 03112109 SC-24 PART D -SPECIAL CONDITIONS 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. DEBRIS 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. Passing 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 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 Engineer; 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 . 03/12109 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 SC-25 PART D -SPECIAL CONDITtONS 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 locations 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 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. The Engineer will return tapes to the Contractor upon completion of review. Tapes shall not 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 w ith 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 fo r 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 sha ll 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 03/12109 SC-26 PART D -SPEClAL CONDITIONS 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 or 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 . 03/12109 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 (1 O"Hg) shall be drawn and the vacuum pump will be turned off. With the va lve closed , the leve l 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 C1244-93 : Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (1 O"Hg -9"Hg) (SEC) Depth of MH . 48-lnc h Dia. 60-lnch Dia. (FT.) Manho le Manho le Oto 16' 40 sec . 52 sec . 18' 4 5 sec. 59 se c. 20 ' 50 sec. 65 sec . SC-27 PART D -SPEClAL CONDITIONS 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 grout ing 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. D-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 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 m ight 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 . Light ing 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 03/1 2109 SC-28 PART D -SPECIAL CONDITIONS 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 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 . No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. 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. 2 . DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the locat ion in relat ion 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 telev ision logs will be supplied to the City . 3. PHOTOGRAPHS : Instant developing , 35 mm , or other standard-s ize photographs of the televis ion p icture of problems shall be ta ke n by the Contractor upo n request of the Engineer, as lo ng as such photograph in g does not interfe re w ith t he Contractor's operat ions . 4 . VIDEOTAPE RECORDINGS : The purpose of tape reco rding shall be t o supp ly a visual and audio record of problem areas of the lines t hat may be replayed . V ideo tape record ing pl ayback sha ll be at th e sa me speed that it was reco rded . The te lev ision tapes sha ll be furnis hed to the City for rev iew immed iately upon comp let ion of the televis ion inspect ion 03/12109 SC-29 PART D -SPECIAL CONDITIONS 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 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. 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 . B. 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 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. 03112109 SC-30 PART D -SPECIAL CONDITIONS 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. D-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 contamination 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 and 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. 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 du ring the construction and removal of such barriers to m inimize the muddying of a stream . 5. All waterways shall be cleared as soon as practicable of false work , pil ing , debris or other obstructions placed during construction operations that are not a part of the fin ished work . 03/12109 SC-31 PART D -SPECIAL CONDITIONS 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 AND 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 AND 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 cond ition equal to or better than 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 obtain 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 817-392-5738 . All tree work shall be in compliance with pruning standards for Class II Pruning as described by the 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 Society 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 cost of the project. 0-43 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. 03/1210 9 SC-32 - PART D -SPECIAL CONDITIONS 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 . MA TE RIALS: 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 shall 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. Care shall be taken at all times to reta in native soil on the roots of the sod during the process of excavating , hauling , and planting. Sod material sha ll be kept moist from the t ime it is dug until planted . When so d irected by the Engineer, t he sod exist ing at the source shall be 03/12109 SC-33 PART D -SPECIAL CONDITIONS watered to the extent required prior to excavat ing . 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 approximately 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 so 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 wate red immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Eng ineer until completion and final acceptance of the project by the City of Fort Worth . 3. SEEDING DESCRIPTION : "Seed ing " will consist of prepa ri ng ground , provid ing and pla nting seed or a mixture of seed of the kind specified along and ac ross such areas as may be designated on the Draw ings and in accordance with these Specificati ons . MATERIALS: 03/12109 SC -34 - PART D -SPECIAL CONDITIONS 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 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 and 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 (All Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total : 100 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 Enginee r so as to prevent washing of the slopes or dislodgment of the seed . 03/12109 SC-35 PART D -SPECIAL CONDITIONS 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 time provided the specified uniform rate of application for both is obtained . "Finishing" as specified in Section D- 45, Construction Methods, is not applicable since no seed bed preparation is requ ired . 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 spec ified under "Finishing" in Section D-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 finished to line and grade as specified under "Finishing" in Section D-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 moistened. 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 appl ication of asphalt shall 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 manne r so that a comp lete fi lm is obta ined and the fin ished surface shall be comparatively smooth . 03/1210 9 SC-36 PART D -SPECIAL CONDITIONS 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 listed 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. 4. HYDROMULCH SEEDING: If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and have 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 of fertilizer 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 on ly on topsoils secured from borrow sources . Acceptable materia l for "Seed ing" will be measu red by the linear foot , complete in place . 03/12109 SC-37 PART D -SPECIAL CONDITIONS Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subs idiary 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 compensat ion 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 w ill not be paid for directly . "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 comp lete the work , all in acco rdance with the Drawings and th.ese 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 . D-46 CONFINED SPACE 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 "permit required confined spaces ". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM " fo r all applicable manholes and maintain an active file for these manholes . The cost of complying with th is program shall be subsidiary to the pay items involving wo rk in con fi ned spaces . 03/12109 SC -38 - - PART D -SPECIAL CONDITIONS D-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. D-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 sho.rt tunneling/tree augering. 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 util ized. 7 . Except in areas where clearing is allowed, all trees up 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 pract ices and procedures . 03112109 SC-39 PART D -SPECIAL CONDITIONS 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 D-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 excavation 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 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 incu rred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-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, fie ld surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exp loratory excavation(s) conducted after construction has begun. D-52 INSTALLATION OF WATER FACILITIES 03/12109 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 Genera l 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 pr ice bid of the appropriate BID ITEM(S ). SC-40 03112109 PART D -SPECIAL CONDITtONS 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 Campany 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. 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 , configurat ion and angulation of existing water or sanitary sewer lines prior to manufacturing of the connect ing piece . Any differences in locations , elevation , configuration , and or angulation of exist ing 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 exist ing mains in order to make proposed connections , such down time shall be coordinated with the SC-41 03112/09 PART D -SPECIAL CONDITIONS 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 City Project Manager, Construction Services , Phone 817-392-8306, 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 (E 1-17 & E 1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade . 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 wh ich 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 requi red as specified in Sectio n CS-5 .1 5 INTERRUPTION OF SERVICE. SC-42 PART D -SPEClAL CONDITIONS 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 five (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 reconstruction. 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 extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately . Relocations made along the centerline will be paid of in feet of copper service line. 03/12109 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 bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item w ill 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 time . Locations with multiple service branches will be paid for as one serv ice meter and meter box relocation . SC-43 PART D -SPECIAL CONDITIONS 4. NEW SERVICE: When new services are required the contractor shali 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 coordinating 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. 03/1210 9 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-i nch 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 . The out-of-service meters sha ll be removed , tagged and collected by the Contractor for del ivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service , the Contractor sha ll 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. SC -44 PART D -SPECIAL CONDITIONS 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. 03/12109 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 herein. 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 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 SC-45 03/12109 PART D -SPECIAL CONDITIONS 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 charge; 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 installation 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 sampling 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 E1-7. 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 w ith polyethylene wrapping conforming to Material Specification E 1-13 and Construction Specification E2-13 . Wrapping shall precede horizontal conc rete blocking , vertical tie-down conc rete blocking , and concrete crad le . Payment for the polyethylene wrapping , horizontal concrete blocking , vertical tie-down concrete blocking , and concrete cradle shall be included in bid items for vales and fitt ings and no other payments will be allowed . SC-46 PART D -SPECIAL CONDITIONS D-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. D-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. D-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 shall be allowed for this special condition. D-56 TREE PRUNING A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory 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 combinat ion soil separator fabric on wire mesh backing as shown on the Drawings . D. ROOT PRUNING 03/1210 9 7. Survey and stake location of root prun ing t renches as shown on drawings . 8. Us ing t he app roved specified eq ui pme nt , make a cut a mi ni m um of 36 in c hes deep in order to min im ize damage to the und isturbed root zo ne . SC-47 PART D -SPECIAL CONDITIONS 9. Backfill and compact the trench immediately after trenching. 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 subsidiary to the project 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 . 03/12109 SC-48 PART D -SPECIAL CONDITIONS 0-59 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: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, City Project No (CPN)., 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 inspector. 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 contractor 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 contractor's letterhead and shall include the following information: Name of the project, City Project 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 Project Construction Inspector .. All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. 0-60 TRAFFIC BUTTONS The removal 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) 392-8770 and shall reimburse SSMD for all costs incurred , both labor and material. No additional compensation shall be made to the contractor for this reimbursement. 03/12109 SC-49 PART D -SPECIAL CONDITIONS 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 . 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 t ime will continue to be charged in accordance with the Contract Documents . D-64 EASEMENTS AND PERMITS The performance of this contract requi res certain t emporary construction , right-of-entry agreements , and/or permi t s to perform work on pr ivate property. Th e Cit y has attempted to ob tain th e temporary co nstru cti on and/o r ri ght-o f -e ntry ag ree men ts for properties where construct ion act iv ity is necessary on City own ed facil ities , such as sewer lines or 03112109 SC-50 PART D -SPECIAL CO,NDITlONS manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall 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 consultant who distributes the plans for the project. 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 Paragraph 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 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 obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for thoroughly reviewing, understanding and 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 all flagmen during construction in railroad/agency right-of-way. For railroad permits, any and all railroad insurance costs and any other incidental costs necessary to meet the conditions associated with permit(s) compliance, including payment for flagmen, shall be included in the lump sum pay bid item for "Associated Costs for Construction within Railroad / Agency Right-of-way". No additional compensation shall be allowed on this pay item. D-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will 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 made 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 RA TES Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates . The contractor shall comply with all requirements 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 prevai ling wage rates are included in these contract documents . Penalty for V iolation. A contractor or any subcontractor who does not pay the prevai li ng wage shall , upon demand made by the Ci ty , pay to the C ity $60 for each worker employed for each calenda r day or part of the day that the worker is paid less than the prevail ing wage rates st ipu lated in these contract documents . 03/12109 SC-51 PART D -SPECIAL CONDITIONS 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 and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258 , the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates , such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258 .023, Texas Government Code , including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitrat ion 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 the construction of the work provided for in this contract ; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection . Pay Estimates . With each part ial payment estimate or payroll period , whichever is less , the contractor shall submit an affidavit stating that the contractor has compl ied with the requ irements of Chapter 2258 , Texas Government Code . Post ing of Wage Rates . The contractor shall post t he prevailing wage rates in a conspicuous place at the site of the pro j ect at a ll times . Subcontract or Compliance . The contract or shall include in its subco ntracts and/or shall otherwise req uire a ll of its s ubcont ractors to comply wit h pa ragraphs (a) th rough (g ) above . (Wage rates are attached at t he e nd of this secti on .) (Attached ) 03/12109 SC-52 PART D -SPECIAL CONDITIONS D-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 NESHAP 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 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 pressures. 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 Excavator. (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. D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Qual ity (TCEQ) regulations , a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is requ ired for all construction activities that result in the disturbance of one to five acres (Small Construction Act iv ity) or five or more acres of total land (Large Const ruction Activity ). The cont ractor is defined as an "operator" by state regulations and is requ ired to obtain a permit. Information concern ing the 03112109 SC-53 PART D -SPECIAL CONDITIONS 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: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 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. Copies of the project SWPPP's are available for viewing at the office of the Consultant disbursing the plans for the project. 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 Env ironmental Quality . 03112109 SC-54 PART D -SPECIAL CONDITIONS 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 berms , diversion dikes , interceptor swales, sediment traps and basins, pipe slope drain, inlet protection , stabilized construction entrances, 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 retention 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 . D-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 C ity wate r line system with the City 's representative . The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construct ion of the proj ect , the Contractor must coordinate this activity through the appropriate C ity 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 fu ll extent of the law. In addition , ths Contractor will assume all liab ili ties and responsibilit ies as a result of these actions . 03112/09 SC-55 PART D -SPECIAL CONDITIONS 0-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require 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 manpower 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 submitted 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. 0-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion 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 order), 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 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 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 Water Department 's Public Information Officer. 4 . Upon receipt of the contractor's response , the appropriate City departments and directors will be notified . The Water 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 . 03112109 SC-56 PART D -SPECIAL CONDITIONS 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), 1n 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 shall not 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 allowable 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 : 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 wh ich an inspection called for is incomp lete. Payment is due prior to the C ity performing re-inspection . Payment by the contractor for all street use perm its and re-inspect io ns shall be considered subsidiary to the cont ract cost and no addit ional compensat ion shall be made . END OF PART D -SPECIAL CONDITIONS 03/12109 S C-5 7 PART D -SPEC(AL CONDITIONS (To be printed on Contractor's Letterhead) Date: CPN No .: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON WATER AND/ OR SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT< TELEPHONE NO.> AFTER 4 :30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL 03112/09 SC-58 03112/09 PART D -SPECIAL CONDITIONS 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 HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL : MR. AT __________ _ (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. _____________ AT __________ _ (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, __________ __,CONTRACTOR SC-59 ff 1 C: • ,IJ PART D -SPECIAL CONDITIONS $. a ! ., 03/12109 \: ~ •.· .,.· .. ;:,.,,:.,,. 'c.,. :, ~ ""'.·"' ,< ,.7 ' "'-,.,,;/ . . . ' ' •, .. ; : . :,t 6) i$ lhis a Ptibllc Build~t;,l,J? p vt;S · D NO Federal F~clllty? 0 ves L NO lndustnal Site? DYES -' D.NO · 0 NESHAP.Qruy Factrity1 b YES . . D NO · Is BuitdingJFaciliiy Qceupietl? u YES ' . ti NO . ~ ~ n NOtificatiQn Type ci-lecK oNi..v. ONE · r O OrtQlnal .(10 Worklng Dayg) <:a'l,callation . · a Amendmert D. Emergency/Ordero~ 0 I a ti 0 ti 1 lf'.this l s an amendmenl. whfch ~effldmef'!t nvmb~r rs this?_ (Enclose copy of orlgtn~I ~ndJor last am~dment) ·· If an eme~. who did you talk wltn at 'fDH? Emerg·e~: • · \ Date and Hour of Ematgency (rtH/MMIDDIYY): -· . . . . Description of the sudden. une,gJecfed event and explanation of how the event causea unsafe conditions or-WouJd cause · equ ipment damag e (oomputets ; machinery, etc · f .......... . . · o B) Deset:ip1ion of ·proc:ed1Jfe$ to be followed In 1he evetit that unexpected asbem:s is found or PfewJus1y non·friable Y asbestos material becomes crumbled, puf118tizsd, or reduQetl to pow'Cfer. -~--------------- E s 9) was en Asbestos survey performed? o YES a NO Date : I I TOH lnspecb' Licell5e No:. ____ ___ G Analytical Method ; 0 Pl.M D TEM D Assumed TOH LabOt~lory lf.cerni.e No:------- N {For TAH~A (public bl.Jik!ing) projecis: an a,wmption must be made by a TOH Licet1s8d Inspector) 10} Oescliption of planned ctemolitiOn or tm'lov.atlon work. fype ofmeterisl, and method(s) to be u:sed.· .. • ------ 11) Dasctiption or work prei:::4ices ~md engineering oontrofs ,lo be used to prevent emissrons Of asbes'lcs at the demoliflonlrenovatfon :, _____ ~~----------.;..._---------- SC-60 PA RT D -SPECIAL CONDIT[ONS ·_.,., ........,~~-~-''Compl~!e : -I . f --1 : ,:. '1! ' 17 Sche(ii.il~ Dates oemoliUon/Renovatio~ {MMJO.cylYY) s1art:. f "! ~ I . 'i.Camtiter~: I i _ . . . . : H,lfle start date 'on,' ihfs no.i~~on ~n :rio(w,mot: tho iiUi Regliinal o(Lociilf Program office MllSl be confactsd _hy.?' • · · . .e pri or to t he ,i;larl date. :Failure to ·~o 110 l$ tr vt-olatlon t:n acclffltaric:o .to TAHPA. ~Jon .295.~1. . . >-: '~ .. if . ~ . . . . . J=,, -~ [!:· ~ _. . . -· . . . . ;t_ _.. .. . ' ·;;I tjereoy certify ltlet alfjnformation l)ta,V~ ptov(ded Is correct, compret,a,. aria lrue ta tM be.st of my knowted9a. I scknowledge tht1t I .am respons [ble .for all asper;ts or tha m>tfficaliQn. form , including, but not lfmiting , coofool and submlss [on dales. Tha 03/12109 maximum penalty~ $10 ,000 perday-~r violation . ~, ~. · (Sltnalu:te Of Building owner/ OpeT?1:or. or Oel~ted Coosultanttcontrnci.ot) MAJL TO: (?.rfrried Na.ma) -(Dale} ASSESTOS NOTIFLCA.ltON SECtJON TOXIC suaSTANCJ;S CONTROL DIVISION texAs DE?AATMENT OF HEALTH l?O BOX 143538 AUSTIN TX 78714-3533 ?H: 512~34-6600, 1-200-5-72-5548 · (T el.eph.orie) ' {!=ax Number) Farm ARB~, dsted 07-!2W02. R:fJplaces TDH form dated 07113/01. For a.$Sistance in completing form. c<#J MJ00.572-5548 SC-61 PART D -SPECIAL CONDITIONS 03112/09 SC-62 City of Fort Worth, Texas Mayor and Council Communication . ~ . . COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 ~ LOG NAME: 30WAGE RA TES I SUBJECT: REFERENCE NO.: **G-16190 ~ Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projects RECOMMENDATION: 8 It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City-awarded I I public worl<s projects. ~ DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works •.-shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to I I execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. ill Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of I I Builders and Contractor's (ABC) and the American Sub-Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from ~ that survey. · ~ ~ ATION/CERTIFJCATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers ~· Submitted for City Manager's Office by: Originating Department Head: Fernando Costa (8476) A. Douglas Rademaker {6157) Eric Bundy (7598) ~ , , ,:, Additional Information Contact: Compliance with and Enforcement of Prevailing Wage Laws (a) Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements 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 prevailing wage rates are included in these contract documents . (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall , upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs , pursuant to Texas Government Code 22 58.023 . (c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258 .023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City 's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates , such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023 , Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker 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. ( e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. (f) 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. (g) 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 . (h) Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. Classification AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer /Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic Drvwall Helper Drywall Taper Drvwall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technic i an Electronic Technician Helper Floor Laver (Resilient} Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Lab orer Skilled Lather Painter Painter Helper Pi pefitter Pi pefitter Helper Plasterer Plasterer Helper 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY I H,ly Ra<e Classification $21 .69 Plumber $12 .00 Plumber Helper $15 .24 Reinforcing Steel Setter $19.12 Roofer $10 .10 Roofer Helper $16.23 Sheet Metal Worker $11.91 Sheet Metal Worker Helper $13.49 Sprinkler System Installer $13.12 Sprinkler System Installer He l per $14.62 Steel Worker Structural $10 . 91 Conc rete Pumo Crane, Clamsheel, Backhoe, Derrick, D'Line $13.00 Shovel $9.00 Forklift $20.20 Front End Loader $14.43 Truck Drive r $19.86 Welder $12 .00 Welder Helper $20 .00 $13 .00 $18.00 $13.00 $14.78 $11.25 $1 0 .27 $13.18 $16.10 $14.83 $8 .00 $18.85 $12.83 $17.25 $12 .25 Hrly Rate $20 .43 $14.90 $10 .00 $14.00 $10.00 $16.96 $12. 31 $18.00 $9.00 $17 .43 $20.50 $17.76 $12.63 $10 .50 $14 . 91 $16.06 $9 .75 HEAVY & IDGHW AY CONSTRUCTION PREY AILING WAGE RA TES 2008 Air Tool Ooerator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Bulldozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe , Derrick, Dragline, Shovel Operator Electrician Flaiw:er Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipe layer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self-Propelled Roller Operator, Steel Wheel, Flat Wheel/Tamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy-Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Semi-Trailer Truck Driver, Transit-Mix Wae:on Drill, Boring Machine, Post Hole Driller Operator Welder Work Zone Barricade Servicer $10.06 $13.99 $12.78 $11.01 $ 8.80 $14.15 $ 9.88 $13.22 $12.80 $12.85 $13.27 $12.00 $13.63 $12 .50 $13.56 $14.50 $10.61 $14.12 $18.12 $ 8.43 $11.63 $11.83 $13 .67 $16.30 $12.62 $ 9.18 $10.65 $16.97 $11.83 $11.58 $15 .20 $14 .50 $14.98 $13.17 $10 .04 $11.04 $14 .86 $16 .29 $11.07 $10.92 $11.28 $11.42 $12.32 $12 .33 $10 .92 $12.60 $12.91 $12.03 $14.93 $11.47 $10.91 $11.75 $12.08 $14.00 $13.57 $10.09 Part DA -Additional Special Conditions DA-1 DA-2 . DA-3 DA-4 DA-5 DA-6 DA~7 DA-8 DA-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 DA-42 DA-43 DA-44 DA-45 DA-46 DA-47 DA-48 10123/08 PART DA -ADDITIONAL SPECIAL CONDITIONS AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS .......................... 4 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ..................................... Omitted PIPE ENLARGEMENT SYSTEM ........................................................................ Omitted FOLD AND FORM PIPE ........................... ., ........................................................ Omitted SLIPLINING ........................................................................................................ Omitted PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... 4 TYPE OF CASING PIPE ..................................................................................... Omitted SERVICE LINE POINT REPAIR I CLEANOUT REPAIR. .................................... Omitted PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ..................... 7 MANHOLE REHABILITATION ........................................................................... Omitted SURFACE PREPARATION FOR MANHOLE REHABILITATION ....................... Omitted INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM ................. 10 INTERIOR MANHOLE COATING -QUAD EX SYSTEM .............................................. 12 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM ...................................... 14 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM .................................... 17 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER .... 20 I NTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM ..................................... 22 RIGID FIBERGLASS MANHOLE LINERS ......................................................... Omitted PVC LINED CONCRETE WALL RECONSTRUCTION ....................................... Omitted PRESSURE GROUTING .. ., .............................. ., ................................................ Omitted VACUUM TESTING OF REHABILITATED MANHOL.ES ............................................. 25 FIBERGLASS MANHOLES ................................................................................ Omitted LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ..................... 28 REPLACEMENT OF CONCRETE CURB AND GUTTER ............................................ 29 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .................................................... 29 REPLACEMENT O F H.M.A.C. PAVEMENT AND BASE ............................................. 29 GRADED CRUSHED STONES ..................................................................................... 30 WEDGE MILLING 2" TO O" DEPTH s.o· WIDE .................................................. Omitted BUTT JOINTS -MILLED .................................................................................... Omitted 2" H.M.A.C. SURFACE COURSE (TYPE 11D" MIX).. ................................................... 30 REPLACEMENT OF 7u CONCRETE VALLEY GUTTER ............................................ 31 NEW 7" CONCRETE VALLEY GUTTER ..................................................................... 31 NEW 4" STANDARD WHEELCHAIR RAMP ................................................................ 32 8" PAVEMENT PULVERIZATION ...................................................................... Omitted REINFORCED CONCRETE PAVEMENT OR BASE {UTILITY CUT) ................. Omitted RAISED PAVEMENT MARKERS ....................................................................... Omitted POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLI NG ........ Omitted LOADING. TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL Omitted. ROCK RIPRAP -GROUT -FILTER FABRIC ..................................................... Omitted CONCRETE RIPRAP .......................................................................................... Omitted CONCRETE CYLINDER PIPE AND FITTINGS .................................................. Omitted CONCRET E PIPE FITTINGS AND SPECIALS ................................................... Omitted UNCLASSIFIED STREET EXCAVATION ........................................................... Omitted 6 " PERFORATED PI PE SUBDRAlN .................................................................. Omitted REPLACEMENT OF 4 i• CONCRETE S I DEWALKS ..................................................... 33 R ECOMMENDED SEQUENCE OF CONSTRUCTI ON ................................................ 33 PAVEMENT REPAIR IN PARKING AREA ........................................................... Omitted EASEMENTS AND PER MI TS ........................................................................................ 33 ASC-1 DA-49 DA-50 DA-51 DA-52 DA-53 DA-54 DA..S5 DA-56 DA-57 DA..S8 DA..S9 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..S6 DA-87 DA-88 DA-89 DA-90 DA-91 DA-92 DA-93 DA-94 DA-95 10/23108 PART DA -ADDITIONAL SPECIAL CONDITIONS HIGHWAY REQUIREMENTS ...................................................................................... 34 CONCRETE ENCASEMENT .............................................................................. Omitted CONNECTION TO EXISTING STRUCTURES ............................................................. 34 TURBO METER WITH VAULT AND BYPASS INSTALLATION ......................... Omitted OPEN FIRE LINE INSTALLATIONS ................................................................... Omitted WATER SAMPLE STATION ............................................................................... Omitted CURB ON CONCRETE PAVEMENT ........................................................................... 34 SHOP DRAWINGS ....................................................................................................... 34 COST BREAKDOWN .................................................................................................. 35 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY .................................. 35 H.M.A.C. MORE THAN 9 INCHES DEEP .................................................................... 35 ASPHALT DRIVEWAY REPAIR ......................................................................... Omitted TOP SOIL .................................................................................................................... 36 WATE.R METER AND METER BOX RELOCATION AND ADJUSTMENT .................. 36 BID QUANTITIES ......................................................................................................... 36 WORK IN HIGHWAY RIGHT OF WAY ........................................................................ 36 CRUSHED LIMESTONE (FLEX-BASE) ...................................................................... 36 OPTION TO RENEW .......................................................................................... Omitted NON-EXCLUSIVE CONTRACT .......................................................................... Omitted CONCRETE VALLEY GUTTER ................................................................................... 37 TRAFFIC BUTTONS ........................................................................................... Omitted PAVEMENT STRIPING ....................................................................................... Omitted H.M.A.C. TESTING PROCEDURES ............................................................................ 37 SPECIFICATION REFERENCES ................................................................................ 37 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX ................................................................................................ Omitted RESILIENT-SEATED GATE VALVES ......................................................................... 37 EMERGENCY SITUATION, JOB MOVE-IN ........................................................ Omitted 1 %,, & 2" COPPER SERVICES ......................................................................... Omitted SCOPE OF WORK (UTIL. CUT).. ....................................................................... Omitted CONTRACTOR'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 (UTIL. CUT) ............................................................... Omitted PAVING REPAIR EDGES (UTIL. CUT) .............................................................. Omitted TRENCH BACKFILL (UTIL. CUT) ...................................................................... Omitted CLEAN-UP {UTIL. CUT) ..................................................................................... Omitted PROPERTY ACCESS f UTIL. CUT) .................................................................... Omitted SUBMISSION OF BIDS {UTIL. CUT} ................................................................. Omitted STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) ....................................... Omitted CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (UTIL. CUT) ..................... Omitted 2n TO 9" 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 (UTlL. CUT).. .................................................. Omitted CEMENT STABILIZED SUBGRADE (UTIL. CUT) .............................................. Omitted ASC-2 DA-96 DA-97 DA-98 DA-99 DA-100 DA-101 DA-102 DA-103 DA-104 DA-105 DA-106 DA-107 DA-108 DA-109 DA-110 DA-111 DA-112 DA-113 DA-114 DA-115 DA-116 DA-117 DA-118 DA-119 10123/08 PART DA -ADDITIONAL SPECIAL CONDITIONS REPAIR OF STORM DRAIN\ STRUCTURES fUTIL. CUT) ................................ Omitted .. QUICK-Ser· CONCRETE (UTIL. CUT) ............................................................ Omitted UTILITY ADJUSTMENT {UTIL. CUT).. ............................................................... Omitted STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) ........ . ................................................................ , ........................................................... Omitted LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) ........................... Omitted CONCRETE CURB AND GUTTER (UTll. CUT) ............................................. Omitted PAYMENT (UTIL. CUT) .................................................................................. Omitted DEHOLES (MISC. EXT.) .......................................................................................... 38 CONSTRUCTION LIMITATIONS (MISC. EXT.) ....................................................... 38 PRESSURE CLEANING AND TESTING (MISC. EXT.) ........................................... 38 BID QUANTITIES (MISC. EXT.) .............................................................................. 38 LIFE OF CONTRACT (MISC. EXT.) ................................................................ Omitted FLOWABLE FILL {MISC. EXT.) ..................................................................... Omitted BRICK PAVEMENT REPAIR(MISC. REPL.) ............ ._ ....... _. .......................... Omitted DETERMINATION AND INITIATION OF WORK (MISC. REPL.) .................... Omitted WORK. ORDER COMPLETION TIME (M!ISC. REPL.) .................................... Omitted MOVE IN CHARGES {MISC. REPL.)., ............................................................ Omitted PROJECT SIGNS (MISC. REPL.) ................................................................... Omitted LIQUIDATED DAMAGES {MISC. REPL.).. ..................................................... Omitted TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) .................................... Omitted FIELD OFFICE ................................................................................................. Omitted TRAFFIC. CONTROL P·LAN ..................................................................................... 39 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS .............. 39 CATHODIC PROTECTION SYSTEM Omitted ASC-3 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if inade, shall be to the lowest responsible bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the lowest responsible bidder for each individual unit. If a contractor is the low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance for the applicable unit or combination of units and shall submit monthly M/WBE reports for the applicable unit or combination of units. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. 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 to 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: 10123/08 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.1 O and the following : a . C. d. Field Strength : 35 ,000 psi min imu m . Wall thickness : 0 .3 12 in. minimum (0.5 for railroad crossings). Diamete r: As shown on the drawings (minimum size requirements). Joints: Continuous c ircumferential weld in accordance with AWS D1 .1. ASC-4 - PART DA -ADDITIONAL SPECIAL CONDITIONS 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 Pipe: 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 flawing thick slurry. C. EXECUTION 10/23108 1. Where sewer pipe is required ta 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. 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 for the purpose 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 boring hole 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 bored. 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 sluic ing will not be permitted . ASC-5 10123/08 PART DA -ADDITIONAL SPECIAL CONDITIONS b. In unconsolidated soil formations , a gel-forming colloidal drilling fluid consisting of at least 10 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 . 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. b . 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. 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 too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on 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 requ ired by the Engineer. 5. Boring and Jacking Ductile Iron Pipe without Casing Pipe : a. b. C. d . As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe . When a casing pipe is not designated on the drawings , the contractor shall prov ide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. Bore and jack in accordance with paragraph C .3. above . Short length of sewer consisting of a single pipe section may be installed by jacking without a bore ho le if perm itted by the Engineer and in soft sa il layer. All voids outside of insta ll ed pipe shall be pressure grouted . ASC-6 - PART DA -ADDITIONAL SPECIAL CONDITIONS 6. Tunneling: Where the characteristics of the soil, 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 on 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 for 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 per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe , liner materials required for installation, for all preparation, hauling and installing of same , and for all labor, tools, equipment and incidentals necessary ta 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-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A GENERAL : 1. 2. 3 . 10/23/08 Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings . The structures are to be coated , including interior wall , top and bench surfaces . Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-14 and DA-15) and the Manufacturers recommendations and specifications . Description: The Contractor shall be responsible for the furnishing of all labor, supervis ion , materials, equipment , and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. Manufacturer's Recommendations : Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations . ASC-7 PART DA -ADDITIONAL SPECIAL CONDITIONS 4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MA TE RIALS : 1. Scope: This section governs the materials required for completion of protective coating of designated structures. 2 . Protective Coating : The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or 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 (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4 .. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 Long Tenn Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective 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. AU 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: 10/23108 1. General : Protective coating shall not be installed until the structure is complete and in place. 2, Preliminary Repairs : a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi ta 4000 psi at spray tip). ASC-8 PART DA -ADDITIONAL SPECIAL CONDITIONS b. All unsealed lifting holes , unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. b. The protective 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. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 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 inside the structure within 24 hours after application. 4 . Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section 0-36 -VACUUM TESTING OF SANITARY SEWER MANHOLES. 0 . MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid 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. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating , shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately , as specified in Section DA-10 , MANHOLE REHABILITATION . 1012310a ASC-9 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR 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 on the Manhole Rehabilitation schedule. Interior manhole coating shall meet the requirements. of this section or of Section DA-13, DA-14, DA-15 , DA-16 or DA- 17. 2. Description -The Contractor shall be responsible for the furnishing of au labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturers Recommendations -Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers' recommendations . 4. Manholes -Manholes to be coated are of brick, block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled on 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 -Reliner MSP proprietary pre-blended mixture of cementitious and pozzolanic materials, silica fume admixture , 100 percent polypropylene fibers and other selected ingredients, as manufactured by Standard Cement Materials . No material (other than clean potable water} shall be used with or added to these standard products without prior approval or recommendation of the respective manufacturer. 3. Material Identification -Contractor shall completely identify the types of grout , mortar, patching compounds , sealant, and/or root control chemicals used 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 , to the satisfaction of the Engineer. 4. 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. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling and application of the coating material shall perform the coating operations . C. EXECUTION 1012310a ASC-10 10/23108 PART DA -ADDITIONAL SPECIAL CONDITIONS 1. General -Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction 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. If ambient temperatures are in excess of 90°F. precautions shall be taken ta keep mixing water below 85°F, using ice if necessary. 3. Interior Manhole Coating 4. a. The interior coating shall be applied to the manhole from the top of the corbel or flattop to the bench/trough, including the bench/trough. b. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-11 , SURFACE PREPARATION FOR MANHOLE REHABILITATION. 2) The surface prior to application shall be damp without noticeable free water droplets or running water. Reliner MSP material shall be spray applied (using a manufacturer approved machine) to a minimum uniform thickness of 1-inch minimum . Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas . After the walls are coated, the wooden bench covers shall be removed and the bench sprayed with Reliner MSP material in such a manner as to produce a bench having a gradual slope from the walls to the invert with the wall/bench intersection built up and rounded to a uniform radius for the full circumference of the intersection. The thickness of the bench shall be no less than 1-inch at the invert and shall increase in the direction of the wall so as to provide the required slope. 3) The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered . 4) Traffic shall not be allowed over manholes for 24 hours after reconstruction is complete . Testing of Rehabilitated Manholes ASC-11 PART DA -ADDITIONAL SPECIAL CONDITIONS a. Testing of rehabilitated manholes for watertightness shall be performed by the contractor after operations are complete in accordance with Section DA- 21. b. At least two 3-inch diameter x 6-inch tall cylinders of the coating material shall be taken from each days work with the date, location and job recorded on each. The cylinders shall be sent to a certified testing laboratory far testing. A compression test will be made per ASTM C780 or ASTM C-10, as recommended by the material manufacturer, and the results will be furnished to the Engineer and Owner on request D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the top of the corbel or flattop 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 all material testing necessary 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 portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid far separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING -QUADEX 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 the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-12, DA-14, DA-15, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturers Recommendations Materials, mixture ratios, and procedures utilized far the coating process shall be in accordance with manufacturers' recommendations . 4. Manholes Manholes to be coated are of brick, block, or concrete construction . Some manholes may have a cementitious sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1012310s ASC-12 PART DA -ADDITIONAL SPECIAL CONDITIONS 1. Scope This section governs the materials required far completion of interior coating of manholes. 2. Interior Coating Quadex QM-1 s and Quadex Excel proprietary pre-blended cement based synthetic granite (DonnafiU) enhanced polypropylene fiber reinforced coatings as manufactured by Quadex, Inc. No material (other than clean potable water} shall be used with or added to Quadex QM-1 s or Quadex Excel without prior approval or recommendation from Quadex, Inc. 3. Material Identification Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used 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, to the satisfaction of the Engineer. 4. 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 ta 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 coating operations. C. EXECUTION 10123/08 1. General Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction is complete. 2. Temperature 3. Normal interior coating operation shall be performed at temperatures of 40°F or greater. Na application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90°F, precautions shall be taken ta keep mixing water below 85°F , using ice if necessary. Interior Manhole Coating ASC-13 PART DA -ADDITIONAL SPECIAL CONDITIONS a. The interior coating shall be applied to the manhole from the top of the corbel or flattop to the bench/trough, including the bench/trough. b. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE REHABILIATATION. 2) The surface prior to application shall be damp without noticeable free water droplets or running water. QM-1 s material shall be spray applied (using a Quadex Model 900D application machine or manufacturer approved equal) to a minimum uniform thickness of 1- inch minimum. Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. 3) The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. 4) Traffic shall not be allowed over manholes for 12 hours after reconstruction is complete. 4. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the contractor after operations are complete in accordance with Section DA- 2.1. b. At least two 3-inch diameter x 6-inch tall cylinders of the coating material shall be taken from each days work with the date. location and job recorded on each. The cylinders shall be sent to a certified testing laboratory for testing. A compression test will be made per ASTM C780, and the results will be furnished to the Engineer and Owner on request. D. MEASUREMENT AND PAYMENT Payment shall be based an the Contract Unit Price per vertical foot measured from the top of the corbel or flattop 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 all material testing necessary to complete the work. Grouting, if necessary to stop active leaks in manhole wall areas, shall be included in the above unit price. Grouting of the pipe seals , bench and trough, and lower portion of a particular manhole, if required by the Manhole Rehabilitation Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM 10123/08 ASC-14 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 on the Manhole Rehabilitation Schedule. Interior 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 far the furnishing of all labor, supervision, materials, equipment, and testing required for the 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} inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating aver the original interior surface. B. MATERIALS 10123/08 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 4. The specialty cement-based coating material shall be eithe r Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials . Material Identification ASC-15 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 sewer environment. The spray system shall exhibit the physical properties as follows: 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 10123108 1. General Manhole coating shall not be installed unti.1 sealing of manhole frame and grade adjustments, or partial manhole replacement 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 fallowing procedure. 1) 2) 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 . Place covers over the invert to prevent extraneous material from enterin g the sewers . ASC-16 - PART DA -ADDITIONAL SPECIAL CONDITIONS 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-1 s 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 Section DA- 21 . 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 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 portion of a particular manhole, if required by Manhole Rehabi.litation 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 10/23/08 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, listed in Section I. Interior manhole coating shall meet the requirements 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, supervision , materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations ASC-17 PART DA -ADDITIONAL SPECIAL CONDITIONS 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. AU manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowell.ed on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required far 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-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 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 responsibi.lity 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. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General 10/23/08 ASC-18 - - - - 10123/08 PART DA -ADDITIONAL SPECIAL CONDITIONS Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments , partial manhole replacement, manho le grouting or sewer replacement/repairs are complete . 2. Temperatures 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 4 . 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 to 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) The surface. preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2} Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 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 (0.125 inch). 4) After the walls are coated , the wooden bench cavers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls . 5) The fina l 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 appl ication. Testing of Rehabilitated Manho les ASC-19 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 material 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 Owners 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 A. GENERAL This section prescribes the minimum standards for the safe and efficient rehabilitation of sewer structures, utilizing Permacast with Epoxy Liner. B. MATERIALS 10/23108 1. Leak Plugging 2. Leak Plugging of the same or greater strength than the Liner Mix and/or chemical grouts may be used. If water pressures are severe, the contractor may drill relief hol.es at the bottom of the manhol.e wall to concentrate the leaks before plugging. Patch ing Mix Voids which have not compromised the structure in its overall soundness must be filled prior to lining with materials of the same or greater strength than the Liner Mix . 3 . Liner Mix Shall be densely compacted , Reliner Microsilicate cement mortar, Quadex QM-ls and Quadex Excel cement mortar, or approved equal, applied uniformly at a minimum th ickness of ~ inch. Liner Mixes shall attain strengths as fallows: Compressive ASTM C-109 ASC-20 24 HOURS 3500 ps i 28 DAYS 10,000 psi - - - PART DA -ADDITIONAL SPECIAL CONDITIONS Flexural ASTM C-295 Elasticity ASTM C-469 650 psi 180,000 psi 800 psi 1,150,000 psi It shall be delivered in factory prepared packaging suitable for mixing with just the addition of clean water in the prescribed dosage. No additives shall be used at the site without prior approvaL All visible leaks must be plugged prior to application of the cementitious liner with quick setting, non-shrink hydraulic cement mortar. C. EXECUTION 1. Mixing The manufacture's published technical specifications and directions for proportioning and mixing shall be strictly followed by the certified applicator. 2. Equipment Equipment shall be as recommended by the manufacturer to ensure proper mixing and pumping of the mortar and shall be clean and in good working order according to the manufacture's published recommendations for safe operation. Only factory certified workers shall operate with a controllable retrieval method shall be used to produce a uniform and dense application without the need to trowel which can weaken the mortar. 3. Application Once prepared, the application shall commence , in accord with the manufacturer's recommended procedures and in the presence of the owner's inspector in a single application to the prescribed thickness (1/2 inch or greater) without delay or interruption in order to produce a uniform and monolithic liner. Multiple layers with time between for drying are not allowed. Once completed, the manhole shall be covered to prevent air drying. 4 . Testing & Verification Testing of rehabilitated manholes for water tightness shall be performed by the Contractor after operations are complete in accordance with Section DA-21 . The owner's inspector shall verify the thickness with a wet gauge. Any area found to less than the minimum prescribed thickness shall result in the minimum prescribed thickness shall result in the immediate relining of the entire interior. Two test cubes shall be made from each day's mix and tested for strength verification. D. CORROSION PREVENTION 1. Preparation & Procedure 10/23/08 ASC-21 PART DA -ADDITIONAL SPECIAL CONDITIONS The liner shaU be applied to the prepared interior as specified in proceeding sections at Yi inch thickness. 2 Protective Coating The protective coating shall be a 100% solids epoxy with no volatile organic compounds and white in color to optimize visual inspection. Minimum physical properties shall be : Hardness Tensile Strength Compressive Strength Flexural Strength ASTM D-2240 ASTM D-63860 ASTM D-69544 ASTM D-79058T 65 Shore D 10,000 psi 15,000 psi 1,000 psi It shall be uniformly spray applied or centrifugally cast onto the fresh mortar before new bacterial growth can contaminate the underlying mortar. It shall have a minimum thickness of 125 mils and shall not run or sag during placement. 3. Safety If personnel are required ta enter the confined space during the application procedure, each and au OSHA requirements as well as those required by the manufacturer's material safety data sheets shall be complied with fully. 4 . Testing & Verification The interior shall be visually inspected for thoroughness of coverage. When dry to the touch, the entire interior shall be tested with a Tinkor & Rasor holiday detector at the prescribed voltage ta verify thickness and locate pinholes if any. Deficiencies shall be immediately corrected and retested. E. MEASUREMENT AND PAYMENT Payment shal.1 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 an the Contract Unit Price for each manhole actually grouted. DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM A GENERAL 1. 10/23108 Scope. This section governs all work , materials and testing required for the application of interior manhole coating . Manholes designated for interior coating are listed in the Manhole Rehabilitation Schedule , listed in Part 1. Interior ASC-22 - PART DA -ADDITIONAL SPECIAL CONDITIONS manhole coating shall meet the requirements of th is Section or of Section DA-12, DA-13 , DA-14 , DA-15 or DA-16. 2. Description. The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents . 3. Manufacturers Recommendations. Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers recommendations . 4 . Manholes. Manholes to be coated are of bri.ck , block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled-on coating over the original interior surface. B. MATERIALS C . 10/23108 1. Scope . This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating. Strong-Seal Systems MS-2A , factory'-blended, cement-based , fiber-reinforced coating as manufactured by Strong-Seal Systems of Pine Bluff, AR No material (other than clean potable water) shall be used with or added to Strong-Seal MS-2A without prior approval or recommendation from Strong-Seal Systems. 3. Material Identification. Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used 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 , to the satisfaction of the Engineer. 4. 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 . All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the hand li ng of the coating material shall perform the coating operations . EXECUTION : 2. General. Manhole coating shall not be performed unti l replacement of manhole covers , sealing of manhole frame and grade adjustments , part ial manhole replacement , or concrete collar construction is complete . Preliminary Repairs ASC-23 10123/08 PART DA -ADDITIONAL SPECIAL CONDITIONS a) All foreign materials shall removed from the manhole interior using high pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them 1 '' below the surface o.f the manhole. b) All unsealed lifting holes , unsealed step holes , voids larger than approximately one-half (1/2) inch in thickness shall be filled with rapid- setting , trowel-applied patching compound prior to spray application of the MS-2A coating. c) Active leaks shall be stopped using rapid-setting hydraulic cement products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. Grouting shall be performed in accordance with Section DA-20 . Contact Strong-Seal Systems for grouting recommendations . d) After all repairs have been completed, remove all loose material. 3. Temperature . Normal interior coating operation shall be performed at temperatures of 40 Degrees F or greater. No application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90 Degrees F, precautions shall be taken to keep mixing water below 85 Degrees F, using ice if necessary . 4. Interior Manhole Coating a) The interior coating shall be applied to the manhole from the top of the bench/trough to the top of the corbel or flattop, including the bench/trough . b) The interior coating shall be applied 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 pre.ssure water spray (minimum 3500 psi). (2) (3) (4) Place covers over invert to prevent extraneous material from entering the sewer. The surface pr ior to application shall be damp without noticeable free water droplets or running water. MS-2A material shall be spray applied (us ing a manufacturer approved application machine) to a uniform th ickness of 1" minimum. Troweling shall begin immediately following the spray app li cation . The trowelled surface shall be smooth with no evidence of previous void areas. The application shall have a minimum of four hours (4) cure time before being subjected to active normal flows. Ambient conditions in the man hole are adequate far curing as long as the manho le is covered . ASC-24 - PART DA -ADDITIONAL SPECIAL CONDITIONS (5) Traffic shall not be allowed over manholes far 12 hours after reconstruction is complete. 5 . Testing of Rehabilitated Manholes a) b) Testing of rehabilitated manholes for water-tightness shall be performed by the contractor after operations are complete in accordance with Section DA-21. At least four (4) 2-inch cubes of the coating material shall be taken from each day's work with the date, location and job recorded on each . The cubes shall be sent to Strong-Seal Systems, Pine Bluff, AR, for testing. A compression test will be made according to ASTM C-109, and the results will be furnished to the engineer and the owner. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per each manhole coated. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials , equipment and material testing necessary to complete the work. Grouting, if necessary to stop active leaks in manhole well areas, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by the Manhole Rehabilitati.on Work Schedule or required to be done by the Engineer, shall be paid for separately. DA-21 VACUUM TESTING OF REHABILITATED MANHOLES A. GENERAL Scope. This section describes manhole testing to effectively confirm the watertight integrity of existing manholes following structural ,infiltration and inflow related repairs and that the appearance of the work is acceptable. Description: Infiltration may be observed in manhole defects at manhole walls , pipe seals or bench/trough areas. Infiltration related repairs are intended to eliminate leakage of groundwater into manholes. Inflow may be observed in manhole defects at manhole frames , cavers, frame seals , grade adjustments, grade adjustment seals, corbels , or walls. Inflow related repairs are intended to eliminate sources of surface water entry that become active during rainfall events. Structural repairs may be required when making 1/1 related manhole repairs. Structural repairs may include defects in any manhole components but not displaying 1/1 . Testing , Observations and Guarantee Periods : The testing required shall be performed by the Contractor at locations designated by the Engineer and documented to the satisfaction of the Engineer. 10123108 ASC-25 PART DA -ADDITIONAL SPECIAL CONDITIONS Any new or rehabilitated manho les that are observed to be leaking by the Engineer during periods of high groundwater or during inflow conditions shall be subject to additional repairs. The Contractor shall be responsible far all addit ional repairs required on these unsatisfactory manholes during the guarantee period. All manhole rehabilitation work shall be warranted to be free. of defects and of good workmansh ip for a minimum of three (3) years from the date of final acceptance of the project. Any manhole repairs completed by the Contractor which fail during the warranty period shall be repaired to the satisfaction of the City at no additional cost to the City. B. MATERIALS -Not specified. C. EXECUTION Infiltration Testing~ All interior coated manholes and all partial replacement manholes shall be observed (tested) by the Contractor in the presence of the Engineer for sources of infiltration . Observations will be made during high groundwater conditions , wherever possible. Manholes shall be tested after installati.on with all connections (existing and/or proposed} in place. Drop-connections and gas sealing connections shall be installed prior to testing. The lines entering the manhole shall be temporarily plugged with the plugs braced to prevent them from being drawn into the manhole. The plugs shall be installed in the lines beyond drop-connections, gas sealing connections , etc. The test head shall be placed inside the frame at the top of the manhole (so that the manhole frame seal is tested) and inflated in accordance with the manufacturer's recommendations . A vacuum of 10 inches of mercury 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. If the drop in the level is less than 1-inch of mercury (final vacuum greater than 9-inches of mercury), the manhole will have passed the vacuum test. After a successful test , the temporary plugs will be removed . The required test time is determined from Table I. Table I MINIMUM TIME REQUIRED FOR A VACUUM DROP OF 1" H9 (10"H9 -911H9 ) (SEC) DEPTH OF M.H. (FT.) 8 10 12 14 16 18 ** 48-lnch Dia. Manho le 20 sec. 25 sec. 30 sec . 35 sec . 40 sec . 45 sec. T=5 sec. 60-lnch Dia. Manhole 26 sec. 33 sec . 39 sec . 45 sec. 52 sec. 59 sec . T=6 .5 sec. 72-lnch Dia . Manhole 33 sec. 41 sec . 49 sec. 57 sec. 67 sec. 73 sec . T=8 sec. **For all Manholes over 18 feet in depth , add 'T' seconds as shown for each respective diameter fo r each two feet of add it ional depth of manho le to the time shown for that 18 foot depth. [E xamp le: 10/2 310 8 ASC-26 - PART DA -ADDITIONAL SPECIAL CONDITIONS A 30 (thirty) foot deep, 48 (forty-eight) inch Manhole Total Test Time would be 75.0 seconds. 45 .0+6(5.0)=75.0 seconds] (Values listed above are extrapolated from ASTM C924-85). Manhole vacuum levels observed ta drop greater than 1-inch of mercury {Final vacuum less than 9- inches of mercury) will have failed the test and will require additional rehabilitation. The Contractor shall make the necessary repairs to the already completed rehabilitation work at no additional compensation. If the failure of the vacuum test is determined to be due to preexisting conditions not on the manhole rehabilitation schedule for that manhole, this additional work may be authorized by the Owner's Representative. After completion of the additional rehabilitation the manhole shall then be re-tested as described above until a successful test is made. Only one payment for manhole vacuum testing will be made on each manhole. Vacuum testing is required on all manholes having interior rehabilitation. Inflow Testing: All partially rehabilitated manholes shall be dyed water tested unless the manhole has successfully passed the vacuum test. Manholes shall be dyed water tested in the presence of the Engineer. The dye test shall consist of applying a concentrated dye solution around the manhole frame . Dyed water shall be applied for at least ten minutes. Manholes observed to be actively leaking greater than one drip per five seconds will have failed the test and will not be acceptable . Manholes failing the test will require additional rehabilitation by the Contractor at no additional compensation . Other Testing: One (1) rehabilitated manhole will be randomly selected for further testing. A laboratory selected by the City wi.11 take core samples of wall sections of manholes with wall coatings. Testing of the core samples will be done to evaluate material thickness, compressive strength, flexural strength and slant shear bond strength. The following are the minimum required strengths for cementitious and non-cementitious wall coatings: Compressive Strength. Compressive strength shall conform to ASTM C 495 and C 109 and shall meet or exceed a minimum 28-day break of 4,000 psi. Flexural Strength. Flexural strength shall conform to ASTM C 348 and shall meet or exceed a minimum 28-day break of 1,200 psi. Slant Shear Bond Strength. Slant shear bond strength shall conform to ASTM 882 modified and shall meet or exceed a minimum 28 -day break of 2,400 psi. If the manhole tested fails to pass any of these requirements, another manhole shall be selected and tested. If the second manhole fails, the City may, at its option, stop work until the Contractor can provide assurance that testing requirements can be met. Guarantee : 10/23108 ASC-27 PART DA -ADDITIONAL SPECIAL CONDITIONS Contractor shall warrant that the workmanship and materials are free from defects and that the manholes are sealed from inflow and infiltration for a period of three (3) years from the date of final acceptance of the project. D. MEASUREMENT AND PAYMENT Payment for manhole vacuum testing shall be made at the Contract Unit Price bid for each Manhole Vacuum Test actually performed and passed and the appearance of the completed manhole is visually acceptable. Payment shall be full compensation for all labor and materials necessary to complete each test No payment will be made for additional vacuum tests or any dyed water testing. Payment for manhole core testing, including all labor and materials necessary to complete each test, shall be made at the Contract Unit Price bid for each Manhole Core Test actually performed and passed. DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street Marking the curbs with paint i.s a recommended procedure. It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: 10123/08 Company Fort Worth Water Dept. ATMOS Gas TXU Electric SWBT Charter Communications Fort Worth Transportation and Public Works For other facilities ASC-28 Telephone Number 817-392-8296 1-866-332-8667 1-800-242-9113 1-800-395-0440 817-246-5538 817-392-6594 1-800-DIG-TESS - PART DA -ADDITIONAL SPECIAL CONDITIONS Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M .A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for au materials, equipment and labor to perform a mast accurate job and all costs to the contractor shall be figured subsidiary to this contract. DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER These provisions require the contractor to remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications, Item No. 104 "Removing Old Concrete", Item No . 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-S4. Pay limits for laydown curb and gutter are shown in Drawing Na. S-SS of the Standard Specifications. Contractor shall saw cut the curb and gutter and pavement prior ta removal. Included. and figured subsidiary to this unit price. will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street ta aid in the construction of the curb and gutter. The pay limit will be 9° out from the gutter lip, with same day haul-off of the removed materia.l to a suitable dump site . The street void shal.1 be filled with H.M.A.C. "Type D" mix as per specification Na. 300 "Asphalts. Oils and Emulsions", Item No . 304 "Prime Coat" and Item No. 312 "Hot Mix Asphaltic Concrete" and compacted ta standard City densities and top sail as per specification item Na. 116 "Top Soil". if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cast to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion . If the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day . The unit price bid per linear foot shall be full compensation for all materials , labor, equipment and incidental.s necessary to complete the work. DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item Na . 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways ". Pay limits for concrete driveway are as shown in Drawing No . S-S5 of the Standard Specifications . The unit price bid per square yard shall be full compensation for all labor, material , equipment , supplies , and incidentals necessary to complete the work. DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE 10/23108 ASC-29 PART DA -ADDITIONAL SPECIAL CONDITIONS The contractor shall remove all existing deformed H .M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut , or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated . As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and un iformly made ready ta accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above. the contractor shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M .A.C. repair shall match the existing pavement section or the depth of the failed material , whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generally the existing H.M .A.C. pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-27 GRADED CRUSHED STONES This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer. The material shall be graded crushed stones. For specifications governing this item see Item No. 208 "Flexible Base". The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and i ncidentals necessary to complete the work. DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specifications , Item Nos. 312 "Hot-Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions", 304 "Prime Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312 .5 (1) shall be revised as follows: The prime coat, tack coat , or the asphaltic m ixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising , the temperature being taken in the shade and away from artificial heat. Asphaltic material s hall also not be placed when the w ind conditions are unsuitabl.e in the opin ion of the Eng ineer. 1012 3/0 8 ASC-30 . - PART DA -ADDITIONAL SPECIAL CONDITIONS The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTIER This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to instal.1 the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLEY GUTIER This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing , asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2 :27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item . 10123/08 ASC-31 PART DA -ADDITIONAL SPECIAL CONDITIONS See standard specification Item No. 31411 , Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base . ." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" nan-re.inforced (2 :27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the Contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-33 NEW 4" STANDARD WHEELCHAIR RAMP The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 5 (Removal and Replacement of Curb and Gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1). The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb .. Any asphalt tie-in shalt be subsid iary to the curb and gutter pay item . Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removi ng Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured by LM. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type , and shall be used in accordance with manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). "Contractor shall provide a colored sample concrete pane l of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification . The sample, upon approval by the Eng ineer , shall be the acceptable standard to be applied for all construction covered in the scope of this pay item . The method of application shall be by screen , sifter, sieve or other means in order to provide for a uniform colo r distribution . ." 10123/08 ASC-32 - PART DA -ADDITIONAL SPECIAL CONDITIONS The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work. DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite. For specifications governing this item see Item No. 104 uRemoving Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full compensation for all labor, material , equipment, supplies, and incidentals necessary to complete the removal and replacement work. DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION In order to facilitate timely reconstruction of the affected roadway surfaces {subsequent to water/sewer installation} under the City's roadway maintenance program, it is recommended that the proposed water and/or sanitary sewer improvements be conducted on the project streets based upon the following sequence: 1. Lancaster Ave (SH 180) 2. Major Street 3. Mims Street 4 . Milam Street 5. Chilton Street 6 . Kerr Street After the work start date has been established, the selected contractor shall be required to submit the beginning and ending dates for all work (including pavement repair) on each of the project streets. Please be advised that the contractor has the option of submitting a different sequence of construction than stated above . The contractor shall not be allowed to begin work (but time charges will begin on the project) until the preferred sequence of construction and the start and end work dates for each street have been submitted to the C ity. 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 requ irements , as contained herein, along with any special condit ions that may have been imposed on these easements and permits. Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans . The easements shall be cleaned up after use and restored to thei r orig inal 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 1012 3/08 ASC-33 PART DA -ADDITIONAL SPECIAL CONDITIONS property owners involved for the use of additional property required. No additiona l payment will be allowed for this item . DA-49 HIGHWAY REQUIREMENTS The Texas Department of Transportation requirements pertaining to the construction of this project are enclosed herein and made part of these specifications . DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection sha.11 be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary ta complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM . DA-55 CURB ON CONCRETE PAVEMENT Standard Specification Item 502 shall apply except as here in modified . INTEGRAL CURB: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab . The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab .. SUPERIMPOSED CURB : Concrete shall have a minimum compressive strength of three thousand (3 ,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) U.S. gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be in compliance with Public Works Department standard requirement Item 502 . DA-56 SHOP DRAWINGS 1. Submit seven (7) copies of shop drawings , layouts , manufacturer's data and material schedules as may be required by the Engineer for his rev iew. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Eng inee r may requ ire. Such review by the Engineer shall include check ing for general conformance with the des ign concept of the project and general comp li ance with information given in the General Contract Documents . Ind icated actions by the Engineer, which may resul t from his review , shall not constitute concurrence with any dev iation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of respons ibility for errors or omissions in the submitted data . Processed shop drawing submittals are not change orders . The pu rpose of subm ittals by the Contractor is to demonstrate that the Contractor understands the design concept , and that he demonstrates his understanding 10/23108 ASC-34 PART DA -ADDITIONAL SPECIAL CONDITIONS by indicating which equipment and materials he intends to furnish and install. and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed. the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted. and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal-. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. 2 . Shop drawings shall be submitted for the following items prior to installation: List the required submittals here Additional shop drawing requirements are described in some of the material specifications. 3. Address for Submittals -The submittals shall be addressed to the Project Manager: Robert Sauceda Water Department City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN In order to establish a basis upon which partial payments to the Contractor may be authorized, immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY All work involving paving and/or drainage shall conform to the two following published specifications, except as modified herein: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP When H.M.A.C . greater than 9 inches in depth is encountered , it shall be replaced with a combination of H.M.A.C. and 2:27 concrete base, as determined by the Engineer, ta achieve the required thickness of pavement. 10123/08 ASC-35 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 incidentals shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT This item shall include raising or lowering an existing meter box to the parkway grade specified No payment will be made for adjusting existing boxes which are within 0.001 feet of specified parkway grade. The unit price bid shall be full and sufficient payment for all labor, equipment and materials used in the adjustment of the meter box. DA-63 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 provision controls . No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. In particular, the Contractor shall be aware that it is the City's intention that the quantities in Unit I be used on an uemergency" basis only. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $200,000 (see Options to Renew) shall be awarded with final payment based on actual measured quantities and the unit price bid in this proposal. Moreover, there is to be not limit on the variation between the estimated quantities shown and actual quantities performed. It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City bit will in not case exceed $200 ,000 (see Options to Renew) including all change orders. DA-64 WORK IN HIGHWAY RIGHT OF WAY When the Engineer directs the Contractor to perform work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (Tex-Dot), the Contractor shall obtain approval from the Texas Department of Transportation prior to commencing any work therein . All work performed in the Tex-Dot right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation and Item E2-29 .1 "Construction Within .Highway Right-of-Way" of the General Contract Documents and Specifications , effective July 1, 1978, as amended. DA-65 CRUSHED LIMESTONE (FLEX-BASE) 10/23/08 ASC-36 PART DA -ADDITIONAL SPECIAL CONDITIONS Crushed limestone required for use as a flexible base material shall conform to Specification Item No. 208 of the Standard Specifications for Street and Storm Drain Construction for the C ity of Fort Worth Transportation and Public Works Department. DA-68 CONCRETE VALLEY GUTTER This item shall include the repair/replacement of existing concrete valley gutters as directed by the Engineer. The proposed valley gutters will be constructed according to the detail included in these documents as well as conforming to Specification Item No. 314 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Warth Transportation and Public Works Department. The unit price bid for this item shall be full compensation for all materials (including applicable sub-base), labor, equipment and incidentals necessary to complete the work. DA-71 H.M.A.C. TESTING PROCEDURES The contractor is required to submit a Mix Design for both Type "B" and "D" asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference.. This design shall not be more than two (2) years old. Upon submittal of the design mix a Marshal (Proctor) will be calculated , if one has not been previously calculated, for the use during density testing. For type "B" asphalt a maximum of 20% rap may be used. No Rap may be used in type "D" Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the contractor is approved for placement of the asphalt The contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician ta assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B " and for Type "D" asphalt will be 91 % of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established , densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type ''Bn and "D" asphalt. Densities on type "B" must be done before Type "D " asphalt is applied . Cores to determine thickness of Type "B" asphalt must be taken before Type "D» asphalt is applied. Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness. DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other specification , it shall be understood that the latest rev ision of such specification , prior to the date of these general specifications or revisions thereof. shall apply. DA-74 RESILIENT-SEATED GATE VALVES Any resilient-seated gate valves suppl ied for this contract s hall co nfo rm to Materi al Standa rd 10123/0 8 ASC-37 PART DA -ADDITIONAL SPECIAL CONDITIONS E1-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the exception of size requirements in sections E-26.1. All resilient-seated gate valves shall be mechanical joints and be approved on the City of Fort Worth Standard Product List. DA-103 DEHOLES (MISC. EXT.) The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch, The location and dimensions shown on the plans relative to other 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 of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The Contractor shal.l take all necessary precautions in order to protect all services encountered. Any damage to utilities resulting from the Contractor's operations, shall be restored at his expense. Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid item. DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) The Contractor shall have no more than three (3) locations under construction at any one time, unless approval by the Engineer has been granted in writing. DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) Care shall be taken to keep all water extensions clean and free from· foreign objects. Chl.orinated lime shall be placed in the first joint of pipe of the extension and upon completion of the pipe laying, water shall be introduced slowly for sterilization , after which the extension shall be thoroughly flushed with clean water. Risers shall be installed, as directed by the Engineer, for flushing and for providing sample points for bacteria tests. The water main extensions of the project shall be tested under normal line pressure and any leaks observed shall be immediately repaired. DA-106 BID QUANTITIES (MISC. EXT.) 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 provision controls. No claim will be considered far lost or anticipated profits based upon differences in estimated quantities versus actual quantities. 10/23/08 ASC-38 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-117 TRAFFIC CONTROL PLAN Traffic control shall be in accordance with item D-8 of the Special Conditions with the exception of the Contractor providing the traffic control plan. A traffic control plan has been prepared and is included in the project plans. All other requirements of D-8 shall apply. DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS The contractor shall coordinate his work with the work of other contractors on remaining units of this project. The contract documents indicate the starting and stopping points for each of the units of the project. The plans indicate "connecting to an existing pipeline" constructed by others and ending the line with the installation of a plug. If the start of the project cannot be connected to the previous unit, the contractor will begin his line with a plugged section of pipe. If the pipeline is constructed for the connecting unit the contractor shall connect his line with the adjoining unit in lieu of installation of a plug. Contractor will be paid for "connection" to existing line or installation of blind flanges based on the unit price bid for the water or sewer main. 10/23108 ASC-39 Contractor Compliance with Workers' Compensation Law CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No. {,It. l-and City of Fort Worth Project No. P2.5~ -~05 Jt-()O'{OJ t "'.}- ?, 51 -'::,o 5 I 7 o O 'IO I B ~ By: ---tt--=--........... ----=v~::::::;;::=s.:;:\=--- N ame : /) ,4-,,.._; W""J '7 Title: buz_ $. Date: 7-b -6~ STATE OF TEXAS § § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared {)r,..,,J W~~1'~ , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of ..,-rl) -,-eel. <!tt #Sr. ];~. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this ~dJiy o~, 20 t? "l . '~f~.' SHARON RIDDLE , -~~-] Notary Public "~.. STATEOFTEXAS -~ My Comm. Exp. 02/28/2011 ~· .. --______ __. G:\FW06 \0268\Specs\P ART 2\cont_ compl.DOC d,~t~dJ Notary Public in and for the State of Texas Certificate of Insurance Part F -Bonds (City of Fort Worth) Bond No. 8215-46-17 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL BY THESE PRESENTS: That we, (1) TRI-TECH CONSTRUCTION, INC., as Principal herein, and (2) __ _ VIGILANT INSURANCE COMPANY , a corporation organized under the laws of the State of (3) NEW YORK , and who is authorized to issue surety bonds in the State of Texas, Surety herein, 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 sum of NINE HUNDRED FORTY-NINE THOUSAND, THREE HUNDRED AND TWO DOLLARS AND NO CENTS ($949,302.00) for the payment of which sum we bind ourselves, our heirs , executors, administrators , successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the __ day of , 20 __ , a copy of which is attached hereto and made a part hereof for all purposes, for the construction of: Water and Sanitary Sewer Replacement Contract 2005 WSM-K Part 2 NOW, THEREFORE, the condition of this obligation is such , if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default , 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 such 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. (SEAL) Bond No. 8215-46-17 PRIN By: -fl",J"1:IO,~~~~*--- N am e: Dtr,,u c.&~J7 Title: (/ ,u 5 oa_/J.l<rL., 6',t,t,.0_ Witness as to Principal Address : 650 Tower Drive Kennedale, Texas 76060 ATTEST : Secretary (SE AL) NOTE : (1) (2) (3) Address: 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 Correct name of Principal (Contractor). Correct name of Surety. 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 bond shall not be prior to date of Contract. THE STATE OF TEXAS COUNTY OF TARRANT § § § Bond No. 8215-46-17 PAYMENT BOND KNOW ALL BY THESE PRESENTS: That we , (1) TRI TECH CONSTRUCTION, INC. , as Principal herein , and (2) __ _ VIGILANT INSURANCE COMP ANY , a corporation organized and existing under the laws of the State of (3) NEW YORK , 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 NINE HUNDRED FORTY-NINE THOUSAND, THREE HUNDRED AND TWO DOLLARS AND NO CENTS ($949,302.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs , executors , administrators , successors and assigns , jointly and severally, firmly by these presents: WHEREAS , the Principal has entered into a certain written contract with the Obligee dated the day of , 20 __ , which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM- KPART 2. NOW , THEREFORE , THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253 , Texas Government Code , as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED , HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code , as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF , the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this ___ day of ___ O_U_N_1_6_2_00_9 __ , 20 . d No. 8215-46-17 Name: _ ____.._.&!rwv;....a.;;__ _____ .w_oo __ J __ 7_,__ __ Title: __ __._/_,u.=-$..._ _____ _ (SEAL) Address: 650 Tower Drive Kennedale, Texas 76060 Witness as to Principal ATTEST: Secretary (SE AL) NOTE: (1) (2) (3) Address: 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 Correct name of Principal (Contractor). Correct name of Surety. 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 bond shall not be prior to date of Contract. Bond No. 8215-46-17 MAINTENANCE BOND THE STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS : That TRI TECH CONSTRUCTION, INC. ("Contractor"), as principal, and VIGILANT INSURANCE COMP ANY a corporation organized under the laws of the State of NEW YORK , ("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 of Texas , ("City") in Tarrant County, Texas , the sum of NINE HUNDRED FORTY-NINE THOUSAND, THREE HUNDRED AND TWO DOLLARS AND NO CENTS ($949,302.00), 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 this day entered into a written Contract with the City of Fort Worth , dated the of , 20 __ , a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: WATER AND SANITARY SEWER MAIN REPLACEMENTS CONTRACT 2005 WSM-K PART 2, the same being referred to herein and in said contract as the Work and being designated as project number(s) WATER P253-605170040187, SEWER P258-705170040187 and said contract , including all of the specifications , conditions , addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being 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 the period of after the date of the final acceptance of the work by the City ; and WHEREAS, said Contractor binds itself to maintain said work m good repair and condition for said term of 2 (Two) Year(s); 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 City of Fort Worth Department of Engineering, it be necessary; and, Bond No. 8215-46-17 WHEREAS, said Contractor binds itself, upon recei ving notice of the need therefore to repair or reconstruct said work as herein provided. NOW THEREFORE , if said Contractor shall keep and perform its said agreement to maintain , repair or reconstruct said work in accordance with all the terms and conditions of said Contract , these presents shall be null and void , and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted . IN WITNESS WHEREOF , this instrument 1s executed m 8 counterparts , each of which shall be deemed an original , this ___ day of ___ ...M.>.....a......,..i~HP.f--' A.D. 20 . ATTEST: (SE AL) Secretary By: ----;~~'---.....,C...'fr--1,~;..ar::~==----- N am e: ------------------ Title : ___ ..... t.__'l<tl_<;,._.,...._ _______ _ Title : Attorney in Fact 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Address Policyholder Information Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Chubb's toll-free telephone number for information or to make a complaint at 1-800-36-CHUBB You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Form 99-10-0299 (Rev. 1-08 ) AV/SO IMPORTANTE Para obtener informaci6n o para someter una queJa: U sted puede llamar al m1mero de telefono gratis de Chubb's para informaci6n o para someter una queja al 1-800-36-CHUBB Puede comunicarse con el Departamento de Seguros de Texas para obtener informaci6n acerca de compafiias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo , debe comunicarse con el agente primero. Si no se resueve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AV/SO A SU POLIZA: Este aviso es solo para prop6sito de informaci6n y no se convierte en parte o condici6n del documento adjunto. CHUBB Chubb Surety POWER OF ATTORNEY Federal Insurance Company Vigilant Insurance Company Pacific Indemnity Company Attn: Surety Department 15 Mountain View Road Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation , VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Kyle W. Sweeney, Charles D. Sweeney and Michael A. Sweeney of Fort Worth, Texas----------------------- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on the ir behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than ball bonds} given or executed in the course of business. and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, an d PACIFIC INDEMNITY COMPANY have each executed and attested day of "'""· ~ / ~/~-~/ these presents and affixed th ei r corporate sea ls on this 13th STATE OF NEW JERSEY ss. County of Somerset On this 13th day of August, 2008 before me, a Notary Public of New Jersey, personally came Kenneth C . Wendel, lo me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C . Wendel, being by me duly sworn , did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY , and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto attixe d by authority of the By-Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of sa id Companies by like authority; and that he Is acquainted with David B . Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attorney is in the genuine handwriting of David B . Norris , Jr., and was thereto subscribed by authority of said ~y- Laws and in deponent's pre se nce. Notarial Seal KATHERINE KALBACHER NOTARY PUBLIC OF NEW JERSEY No . 2316685 Commission Expires July 8, 2009 CERTIFICATION AL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY. and PACIFIC INDEMNITY COMPANY: Notary Public "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chainma11 or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations . The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman , President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such fa csimile signature or facsimile seal shall be va li d and binding upon the Company and any such power so executed and certified by such facs imile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which It is attached." I, Kenneth C . Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY , VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i} the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U .S . Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U .S . Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Pri nce Edward Island; and (iii} the foregoing Power of Attorney is true , correct and in full force and effect. Given under my hand and seals of said Companies at Warren , NJ this DUN 162009 ~~~~~~~~~~~~_,20~~· IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM , VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903 · 3493 Fax (908) 903· 3656 e-mail : suretv@chubb .com Fonn 15·10· 0225B-U (Ed . 5-03) CONSENT Part G -Contract (City of Fort Worth) THE STATE OF TEXAS CITY OF FORT WORTH, IBXAS CONTRACT KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT OUN 1 62009 1bis Contract made and entered into this the __ day oi AD ., 20_, by and between the CITY OF FORT WORTH, a home-rule municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, by and through its duly authorized Assistant City Manager, ("Owner"), and (Contracting Company Name here), ("Contractor") Owner and TRI-TECH CONSTRUCTION, INC. Owner and Contractor may be referred to herein individally as a "Party" or collectively as the "Parties ." WITNESSETH: That said parties have agreed as follows : 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows : WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-K PART 2 That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools , appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Water Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Water (Engineering) of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 150 Calender days . If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $315 .00 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants 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 officers, 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 officers, 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 officers, 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. 7 . The Contractor agrees, upon the execution of this Contractor, and before beginning work, to make, execute and deliver to City of Fort Worth the following bonds in the name of the City of Fort Worth in a sum eqvc\l to the amount of the Contract. The form of the bond shall be as herein provided and the surety must first be acceptable to the requirements of the Chapter 2253 of the Texas Government Code, as Ameµde~. A. lf the total contract price is $25,000 or less , payment to the contractor shall be made in one lump sum . Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the Owner. B . If the contract amount is in excess of $25 ,000 , a Payment Bond shall be ex ecuted, in the amount of the Contract, solely for the protection of the claimants supplying labor and material in the prosecution of the work. C If the Contract amount is in excess of $100 ,000 , a Performance Bond shall be executed, in the amount of the Contract conditioned on the faithful performance of the work in accordance with the Plans , Specifications , and Contract Documents . Said bond shall solely be for the protection of the Owner. D . A Two-year Maintenance Bond in the name of the Owner is required for all projects to insure the prompt, full and faithful performance of the general guarantee contained in the Contract Documents . 8. The Owner agrees and binds itself to pay, and the Contractor agrees to receive , for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a, shall be NINE HUNDRED FORTY NINE THOUSAND THREE HUNDRED AND TWO DOLLARS AND NO CENTS ($949,302.00). 9 . It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to an yone else by said Contractor without the written consent of the Owner. Any request for any sublease or assignment shall be made in writing and submitted to the Director of the Engineering Department. 10 . The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas , a cop y of which is attached hereto and made a part hereof the same as if it were copied verbatim herein . 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same . IN WITNESS TIIEREOF, the City of Fort Worth has caused this instrument to be signed in ~ counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached . The Contractor has executed this instrument through its duly authorized officers in ~ counterparts with its corporate seal attached . ' JUN 1'62009 Done in Fort Worth, Texas, this the_ day of ___ A.D ., 20_. RECO~ BY :.~ DIRECTOR, DEPARTMENT OF WATER ~7i~&t~~~ CONTRACTOR TITLE 6 Sp JkUtA ,fl., f.w.Jl)qf 'l ~4 I,() ADDRESS OFFICIAL RECORD ITV SECRETARY .WORTH, TX CITY OF FORT WORTH FERNANDO COSTA, ASST CITY MANAGER ATTEST: CITY SECRETARY (SE AL) Con t act Authorizati-o:a \ \ lo~ci Date APPROVED AS TO FORM AND LEGALITY: AS ~RNEY Appendix A CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project: 2005 WSM-K STREET EXHIBITS, PDF DOE No: 5320 Fund Code: 01/02 Contractor : N/A HOLE # 1 LAB NO: LOCATION: 3131 Chilton St. E/4 2.00" HMAC 6.00" Sand rocks & gravel 8.00" Brown clay w/rocks & gravel 94326 7.00" Reddish Brown sandy clay w/rocks & gravel ATTERBURG LIMITS: LL: 37.30 PL: 21.20 PI: 16.10 SHRKG : 11.0% MUNSELL COLOR CHART: 10 Yr. 4/6 Dark yellowish Brown c lay UNIT WEIGHT: 131.0 #/CFT HOLE # 2 LAB NO: 94327 LOCATION: 3126 Chilton St C/4 2.50 " HMAC 6 .00" Sand, rocks & gravel 7 .00" Orange Brown sandy clay w/rocks & gravel 8 .00" Dark brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 25.20 PL: 14.80 PI: 1 0 .40 SHRKG: 6.0% MUNSELL COLOR CHART: 10 Yr. 4/4 Dark Yellowish brown sandy Clay UNIT WEIGHT: 134.0 #/CFT HOLE # 3 LAB NO: 94328 LOCATION : 3100 Chilton St. W/4 2. 50" HMAC 6 .00" Sand, rocks & gravel 7. 00" Lt. Brown Clay w/rocks & gravel 7. 00 " Dark brown clay w/rock & gravel ATTERBURG LIMITS: LL: 27.50 PL: 16.00 PI: 11.50 SHRKG: 6.0 % MUNSELL COLOR CHART: 10 Yr. 4/4 Dark yellowish Brown sandy clay UNIT WEIGHT: 134.0 #/CFT ( 4" HMAC) HOLE # 4 LAB NO: 94329 LOCATION: 3149 Milam St E/4 4 .00" HMAC 7. 00" Sand, rocks & gravel 7. 00" Lt. Tang clay w/rocks & gravel 8. 00" Dark brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 36.50 PL: 18.80 PI: 17.70 SHRKG: 12.0% MUNSELL COLOR CHART: 10 Yr. 5/4 Yellowis h brown clay UNIT WEIGHT: 146.0 #/CFT 2 HOLE # 5 LAB NO : 94330 LOCATION: 3132 Milam St. W/4 3.25" HMAC 6.00" Sand Rocks & Gravel 7.00" Dark brown roc ks & gravel 8 . 00" Lt. Brown rocks & gravel ATTERBURG LIMITS: LL: 36.90 PL: 19.3 0 PI: 17.60 SHRKG: 10.0% MUNS ELL COLOR CHART: 10 Yr . 5/4 Yellowish Brown Clay UNIT WEIGHT: 1 40.0 #/CFT HO LE # 6 LAB NO: 94331 LOCA T ION: 3100 Milam St W/4 3. 50" HMAC 6.50" Damaged concrete 5.00" Sand roc ks & gravel 7.00" Orange Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 21.30 PL: 14.60 PI: 6.7 SHRKG: 4 .0% MUNSELL COLOR CHART : 10 Yr . 7/3 Very Pale brown sand UNIT WEIGHT : N/A #/CFT HOLE # 7 LAB NO: 94332 LOCATION: 3164 Mims St E/4 8.00" HMAC 6.00" Sand, rocks & gravel 7 .00" Lt. Brown clay w/rocks & gravel 7.00" Reddish brown w/rocks & gravel ATTERBURG LIMITS: LL: 47.40 PL: 23 .80 PI: 23.6 SHRKG: 12.0 % MUNSELL COLOR CHART: 10 Yr . 5/6 Yellowish brown clay UNIT WEIGHT: 146.0 #/CFT ( 4" HMAC) HOLE # 8 LAB NO : 94333 LOCATION : 3132 Mims St C/L 2 .00" HMAC 6 . 00" Sand, rocks & gravel 7 .00" Beige c lay w/rocks & gravel 7. 00" Orange brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 27.00 PL: 19.00 PI: 8.0 SHRKG: 3.0% MUNSELL COLOR CHART: 10 Yr . 6/6 Brownish Yellow Sand UNIT WEIGHT: 131.0 #/CFT HOLE # 9 LAB NO: 94334 LOCA TION: 3104 Mims St. E/4 2 .00" HMAC 6.00" Sand, rocks & gravel 7.00" Lt. Brown clay w/rocks & gravel 7.00" Orange brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 27 .00 PL: 17.0 PI:10.0 SHRKG:5.0% MUNSELL COLOR CHART: 7.5 Yr. 6/6 Reddish yellow sandy clay UNIT WEIGHT: 131.0 #/CFT 3 HOLE # 10 LAB NO : 94335 LOCATION: 3017 Mims St. C/4 2 .00 " HMAC 6.00" Sand, r ocks & gravel 7.00" Lt. Brown clay w/rocks & gravel 7.00" Orange brown clay w/rock & gravel ATTERBURG LIMITS: LL: 20.4 PL: 16.4 PI: 4.0 SHRKG: 0 .0% MUNSEL L COLOR CHART: 7.5 Yr . 6/4 Lt. Brown Sand UNIT WEIGHT: 131.0 #/CFT HOLE # 11 LAB NO : 94336 LOCATION: 3000 Mims St. W/4 2.00 " HMAC 6.00" Sand, rocks & gravel 7.00" Reddish Brown clay w/rocks & gravel 7.00" Orange brown sandy clay w/rocks & gravel ATTERBURG LIMITS: LL : 30.30 PL : 17.1 PI: 1 3.2 SHRKG: 8 .0 % MUNS ELL COLOR CHART : 10 Yr . 5/6 Strong brown sandy clay UNIT WEIGHT: 131.0 #/CFT HOLE # 12 LAB NO: 94337 LOCATION: 3900 Mims St. W/4 3 .0 0" HMAC 6 .0 0" Sand, r ocks & gravel 7.00" Brown clay w/rocks & grave l 7.00" Reddish brown sandy clay ATTERBURG LI MITS : LL: 33.6 PL: 17.4 PI : 16.2 SHRKG: 9.0% MUNSELL COLOR CHART: 10 Yr. 5/6 Yel l ow ish brown CLAY UNIT WEIGHT: 1 38.0 #/CFT HOLE # 13 LAB NO: 94338 LOCATION: 2927 Major St C/L 2.50" HMAC 6.00" Sand Rocks & gravel 7.00" Brown clay w/rocks & gravel 8 .00" Redd i sh Brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 20.50 PL: 13.6 PI: 6.9 SHRKG: 4 .0% MUNSELL COLOR CHART: 10 Yr. 5/6 Yellowish Brown sand UNIT WEIGHT: 134.0 #/CFT HOLE # 14 LAB NO: 94339 LOCATION: 3005 Major St. E/4 2.00" HMAC 6 .00" Sand Rocks & Gravel 7 .00 " Orange Brown clay w/rocks & gravel 7.00" Reddish Brown Clay w/rock & gravel ATTERBURG LIMITS: LL: 28.6 PL: 16.7 PI : 11. 9 SHRKG: 8.0% MUNSELL COLOR CHART: 10 Yr. 5/6 Yel lowish brown sandy clay UNI T WEIGHT: 131.0 #/CFT 4 HOLE # 15 LAB NO: 94340 LOCATION: 3100 Major W/4 3.75" HMAC 6. 00'' Concrete Damaged 6.00" Sand Rocks & gravel 8. 00" Brownish Red Clay w/rocks & gravel ATTERBURG LIMITS: LL: 37.7 PL: 18.7 PI: 19.0 SHRKG: 10.0% MUNSELL COLOR CHART: 10 Yr. 5/6 Yellowish Brown clay UNIT WEIGHT: 144.0 #/CFT HOLE # 16 LAB NO: 94341 LOCATION: 3137 Major St C/L 6.00" HMAC 6.00" Concrete 6.00" Sand w/rocks & gravel 10.50" Creamy brown clay w/rock & gravel ATTERBURG LIMITS: LL: 45.3 PL: 18.5 PI: 26.8 SHRKG: 12.0% MUNSELL COLOR CHART: 10 Yr. 8/2 Very Pale brown clay UNIT WEIGHT: N/A #/CFT HOLE # 17 LAB NO: 94342 LOCATION: 3161 Major St E/4 7. 50" HMAC 6.00" Sand Rocks & gravel 8 .00" Reddish brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 39.1 PL: 19.7 PI: 19.4 SHRKG: 12.0% MUNSELL COLOR CHART: 10 Yr. 6/6 Brownish Yellow clay UNIT WEIGHT: 143.0 #/CFT ( 4 " HMAC) HOLE # 18 LAB NO: 94343 LOCATION: 20'E. of Haynie St@ Kerr St. S/4 3.25" HMAC 6.25" Concrete damaged 6. 00" Sand w/rocks & gravel 8.00" Orange brown clay w/rock & gravel ATTERBURG LIMITS: LL: 25.10 PL: 17.9 PI: 7.20 SHRKG: 4.9% MUNSELL COLOR CHART: 10 Yr. 7/4 Very Pale Brown sand UNIT WEIGHT: N/A #/CFT HOLE # 19 LAB NO: 94344 LOCATION: 220'E. of Haynie@ Kerr St C/4 3. 00" HMAC 6.00" Sand w/rocks & gravel 7.00 " brown clay w/gravel 8. 00" Grayish Brown Clay w/rock & gravel ATTERBURG LIMITS: LL : 36.8 PL: 17.4 PI: 19.4 SHRKG: 10.0% MUNSELL COLOR CHART: 10 Yr . 6/4 Lt. Yellowish Brown clay UNIT WEIGHT: 138.0#/CFT 5 HOLE # 20 LAB NO: 94345 LOCATION: 420' E. of Haynie St. N/4 3. 00" HMAC 6.00" Sand Rocks & gravel 7.00" Reddish Brown clay w/gravel 8.00" Dark Grayish Clay w/rocks & gravel ATTERBURG LIMITS: LL: 20.70 PL : 14 .4 PI: 6.3 SHRKG: 3.0% MUNSELL COLOR CHART: 10 Yr. 5/3 Brown sand UNIT WEIGHT: 138.0 #/CFT HOLE # 21 LAB NO: 94346 LOCATION : 620 ' E. of Haynie St. @ Ke r r St. N/4 4.00" HMAC 6.00" Sand rocks & gravel 7.00" Orange Brown clay w/rock & gravel 8.00" Dark Gray Clay rocks & gravel ATTERBURG LIMITS: LL: 24.00 PL: 15 .0 PI: 9.0 SHRKG:4.0% MUNSELL COLOR CHART: 10 Yr . 5/4 Yellowish Brown sandy Clay UNIT WEIGHT: 146.0 #/CFT HOLE # 22 LAB NO: 94347 LOCATION: 82 0 'E of Haynie St. @ Kerr St C/L 3.00" HMAC 6. 00" Sand rocks & gravel 7. 00" Lt. Brownish clay w/gravel 8 .00" Greenish Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 34.3 PL: 17.4 PI: 16.9 SHRKG: 9.0% MUNSELL COLOR CHART: 10 Yr. 6/4 Lt. Yellowish Brown sand UNIT WEIGHT: 138 .0 #/CFT HOLE # 23 LAB NO: 94348 LOCATION: 1020' E@ Kerr St N/4 5.00" HMAC 6.00" Sand rocks & gravel 7.00" Lt. Brown clay w/rocks & gravel 8.00" Dark Brown Clay Rock & gravel ATTERBURG LIMITS: LL: 22.0 PL: 13.7 PI: 8.3 SHRKG : 4.0% MUNSELL COLOR CHART: 10 Yr. 4/3 Brown sand UNIT WEIGHT: 146 #/CFT ( 4" HAMC) HOLE # 24 LAB NO: 94349 LOCATION: 2308 s @ RAND ST W/4 2.75" HMAC 6.00" Sand Rocks & gravel 7.00" Lt. Brown clay w/gravel 8 .00" Dark Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 25 .7 PL: 15.2 PI: 10.5 SHRKG: 5.0% MUNSELL COLOR CHART: 10 Yr . 4/4 Dark Yellowish Brown sand clay UNIT WEIGHT: 136.0 #/CFT 6 HOLE # 25 LAB NO: 94350 LOCATION: 2421 Rand St 5.50" HMAC 6.00" Sand Rocks & gravel 7.00" Lt. Brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 30.2 PL: 14.5 PI: 15.7 SHRKG: 7.0% MUNSELL COLOR CHART: 7.5 Yr. 6/6 Reddish Yellow Clay UNIT WEIGHT: 146.0 #/CFT ( 4" HMAC) HOLE # 26 LAB NO: 94351 LOCATION: 2515 Rand St. E/4 2. 50" HMAC 6. 00" Sand rocks & gravel 7. 00" Lt. Brown clay w/rocks & gravel ATTERBURG LIMITS: LL: 32.8 PL: 15.8 PI: 17.0 SHRKG: 8.0% MUNSELL COLOR CHART: 10 Yr. 6/6 Reddish Yellow Clay UNIT WEIGHT: 134.0 #/CFT HOLE # 27 LAB NO : 94352 LOCATION: 2612 Rand St. W/4 4.50" HMAC 6. 00" Sand rocks & gravel 7.00 " Creamy Brown clay w/rock & gravel 8 .00" Dark gray clay rocks & gravel ATTERBURG LIMITS: LL: 42.1 PL: 22.9 PI: 19.2 SHRKG: 13.0% MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay UNIT WEIGHT: 146.0 #/CFT ( 4,, HAMC) HOLE # 28 LAB N0:94353 LOCATION: 2809 Broadmoor Dr St. W/4 7.50" HMAC 6.00" Sand rocks & gravel 7.00" Beige clay w/gravel 7.00" Brown Clay r ocks & gravel ATTERBURG LIMITS: LL: 29 .4 PL: 17.5 PI: 11. 9 SHRKG: 7.0% MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown sandy Clay UNIT WEIGHT: 146.0 #/CFT (4 "HMAC ) HOLE # 29 LAB NO: 94354 LOCATION: 2800 Broadmoor Dr. C/L 8.00" HMAC 6.00" Sand Rocks & Gravel 7. OQ1' Lt. Brown clay w/gravel 7 .00" Dark Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 30.6 PL: 17.9 PI: 12.7 SHRKG: 6.0% MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish Brown sandy clay UNIT WEIGHT: 146.0 #/CFT (4"HMAC) HOLE # 30 LAB NO: 94355 LOCATION: 2825 Broadmoor Dr. E/4 5.00" HMAC 6. 00" Sand rock & gravel 7.00" Brown clay w/rocks & gravel 7. 00" Dark Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 29.7 PL: 16.8 PI: 12.9 SHRKG: 7.0 % MUNSELL COLOR CHART: 10 Yr. 5/3 Brown sandy clay UNIT WEIGHT: 146.0 #/CFT (4"HMAC) HOLE # 31 LAB NO: 94356 LOCATION: 2900 Santa Fe Trail W/4 2. 50" HMAC 7.00" Sand rocks & gravel 7.00" Lt. Brown clay w/gravel 7. 00" Greenish brown clay rocks & gravel ATTERBURG LIMITS: LL: 35.6 PL: 17.1 PI: 18.5 SHRKG: 10.0% MUNSELL COLOR CHART: 2.5 Yr. 7/4 Pale Yellow Clay UNIT WEIGHT: 134.0 #/CFT HOLE # 32 LAB NO: 94357 LOCATION: 2917. Santa Fe Trail C/L 3 . 5" HMAC 6.00" Sand rocks & gravel 7.00" Lt. Brown clay w/rocks & gravel 7.00" Dark Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 41.7 PL: 21.0 PI: 20.7 SHRKG: 12.0 % MUNSELL COLOR CHART: 10 Yr. 7/2 Lt. Gray Clay UNIT WEIGHT: 142 #/CFT HOLE # 33 LAB NO: 94358 LOCATION: 3009 Santa Fe Trail 3.00" HMAC 6. 00" Sand rocks & gravel 7. 00" Brown clay w/rocks & gravel 7.00" Greenish Brown Clay rocks & gravel ATTERBURG LIMITS: LL: 48.6 PL: 21. 6 PI: 27.0 SHRKG: 15.0% MUNSELL COLOR CHART: 10 Yr.6/3 Pale Brown Cl ay UNIT WEIGHT: 138.0 #/CFT Approval: Ryan Jeri Routing: Tested by: Eric Roberts Requested by: Abe Calderon File 7 CITY OF FORT WORT CONSTRUCTION SERVICES LABORATORY RESULTS FOR HMAC DENSITY PROJECT: BOURINE STREET DOE NO. : 0909 FUND CODE: 10 CONTRACTOR: TPW/ST. DIV DATE TESTED: 9/4/07 -9/12/07. LAB TEST # # LOCATION NE 29TH St. 94271 1 50'E of N. Main St. 942 72 2 \\ \\ \\ \\ \\ " \\ 94273 3 Intersection of N. Commerce St 94274 4 \\ \\ \\ " " " \\ \\ " 94275 5 150' E of N. Commerce St. 94276 6 \\ " \\ \\ \\ " \\ 94277 7 601 NE 29'n St. 94278 8 " " \\ \\ \\ \\ 94279 9 Intersection of N 94280 10 \\ " " \\ \\ " " 94281 11 Intersection of N 94282 12 " " " " " \\ " 94283 13 Intersection of N. 94284 14 " " " " " \\ " 94285 15 Intersection of N. 94286 16 " " " " " " " 94287 17 20 I W of N Nichols 94288 18 " " " " " \\ " 94289 19 1000 NE 29m St 94290 20 " " " " " \\ 94291 21 1112 NE 29•n st 94292 22 \\ " \\ " \\ \\ 94293 23 1300 NE 29m ST 94294 24 " \\ \\ " " \\ 94295 25 100' w of Decatur 94296 26 \\ " " " \\ " " PROCTOR: 154.5 ASPHALT TYPE: D " \\ Terry St " \\ " Elm St \\ " Campus " " Harding \\ " St. " Ave " " " ST St I MAR PRCNT PASS/ VOID % FAIL N/4 145.7 94.3 PASS S/4 143.6 92.9 PASS N/4 141.6 91. 7 PASS S/4 146.2 94 . 6 PASS N/4 143.8 93.1 PASS S/4 144.6 93 .6 PASS N/4 143.5 92.9 PASS S/4 14 2 .9 92.5 PASS N/4 145.5 94.2 PASS S/4 142.7 92.3 PASS N/4 145.2 94.0 PASS S/4 143.6 92.9 PASS N/4 146.1 94.5 PASS S/4 145.7 94.3 PASS N/4 146.7 95 .0 PASS S/4 144.8 93.7 PASS N/4 144.7 93.6 PASS S/4 147.5 95.4 PASS N/4 145.1 93.9 PASS S/4 144.7 93.6 PASS N/4 142.7 92.3 PASS S/4 147.4 95.4 PASS N/4 147.2 95.3 PASS S/4 141.2 91. 4 PASS N/4 143.5 92.9 PASS S/4 141.7 91.7 PASS APPROVAL: RYAN JERI INSPECTOR: MARK PUGH TESTED BY: DESAI ROUTING ABE CALDERON SUPERINTENDENT INSPECTOR FILE 2 CITY OF FORT WORTH CONSTRUCTION SERVICES LAB ORATORY RESULTS FOR COMPRESSIVE STRENGTH OF CONCRETE CORES Project: E. Lancaster DOE No: 5320 Fund Code: 01 Contractor: N/A Pour Date: N/A Date Tested: 06-05-06 LAB CORE PSI # # OF CONC LOCATION E. Lancaster 69551 1 4631 20'E . of Sims @ E. Lancaster 69552 2 711 2 20'E. of Major@ 69553 3 5609 25'E . of Milam@ 69554 4 5309 6813 E. Lancaster **SPEC 300~~8 Approval: y-~,,- . , / / ~eric , Date Reported: 06-12 -06 Tested by: Soil Lab E. " Lancaster " \\ Routing: Martin Phillips Tony Sholola Inspector File 1 S/4 S/4 S/4 S/4 1 CITY OF FORT WORTH CONS TRUCTION SERVICES LABORATORY RESULTS FOR COMPRESSIVE STRENGTH OF CONCRETE CORES Project: Kerr St. DOE No: 5320 Fund Code: 01 Contractor: N/A Pour Date: N/A Date Tested: 05-31-06 LAB CORE PSI # # OF CONC 69529 1 2234 30'E. of Haynie **SPEC 3000 /~ Approval:~ C/' ~eri r Date Re~~rted: 06-09 -06 Tested by: Soil Lab LOCATION Kerr St. @ Kerr St. Routing: Mart in Phillips Tony Sholola Inspector File 1 I I E/4 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR COMPRESSIVE STRENGTH OF CONCRETE CORES Project: Bellaire Circle DOE No: 5307 Fund Code : 01 Contractor: N/A Pour Date : N/A Date Tested: 06-1 2 -06 LAB CORE PSI # # OF CONC LOCATION 69812 1 2988 3 807 Bellaire Circle **SPEC 300 ~0PS ~-- Approval: . / //' / :' /. y ~eri t ,/ _,;_ Routing: Martin Phillips I I N/4 Date Rep o rted: 0 6 -14-0 6 Test e d by: Soil Lab Requested by Ton y Sh o lola File 1 1 Appendix B CONCRETE COLLAR PER PLANS OR AS DIRECTED B Y ENGINEER (SEE SAN-009) 2 COATS OF BITUMASTIC COA TING MANHOLE FR AME AND 24" DIA. COVER, EQUAL TO McKINLEY IRON WOR KS NO . A24AM W/ PICK BARS . (R EF . STD. PRODUCT LIS T) A STM C-76, CLASS Ill RCP PRE CAST MANHOLE SECT IONS OR EQUAL. ,--~-- TRENCH WIDTH CONG. CRAD LE TO EXTEND TO PIPE BELL 0-RING GASKETS @ JO INTS (TYP.) JOINTS RECOA TED AFTER SECTIONS PUT TOGETHER /·:: (REF. E2-14) . > .• ·• .··-... .,. .. -:. ; * * VARIES WITH PIPE DIA. r + l SECTION A-A A ···-------I -.. ....... --- . ·-~~ GROUT ----..,i .-.-, .. ;. ~: ..Jo:,..,· ._.,.· . ·: ~-.. A : z CD -:::;; T : z o:J -:::;; USE 4000 PSI CONCRETE t SECTION 8-8 E1-14 MATERIAL E2 -14 CONSTRUCTION CD MIN. 2 ROWS PREFORMED BITUMASTIC JOINT SEALANT BETWEEN GRAD E RINGS (RAM -NEK OR APPROVED EQUAL) @ 4' DIA . FOR SEWER PIPE UP TO 21" DIA. 5 ' DIA. FOR SEWER PIPE UP TO 39 " DIA . CITY OF FORT WORTH , TEXAS STANDARD 4' DIAMETER MANHOLE DA TE: 08-2007 SAN-003 WHERE M.H.'S ARE BUil T IN STREETS TO BE PAVED, M.H . RIM TO BE SET TO PROPOSED PAVING GRADE. WHERE M.H.'S ARE IN THE STREET, INSTALL TWO OR MORE CONCRETE GRADE RINGS BETWEEN CASTING AND TOP OF PAVEMENT. USE DUCTILE IRON PIPE TO FIRST JOINT BEHIND LIMIT OF EXCAVATION CONCRETE COLLAR LIMITS OF EXCAVATION MANHOLE FRAME AND 24" DIA. COVER, EQUAL TO McKINLEY IRON WORKS NO. A24AM W/ PICK BARS. (REF. STD . PRODUCT LIST) PUSH-ON PLUG INSTALL NUTS AWAY FROM M.H. WALL ON M.J. FITTING COR-TEN BOLTS 4'-o" CD IF REQUIRED, PROVIDE STUB EXTENSION AT END OF P.E . IN M.H. WALL SLOPE 1"/1' TYP. CONCRETE COLLAR PER PLANS OR AS DIRECTED BY ENGINEER (SEE SAN-009) CONCRETE -SEE STANDARD 4' DIA . M.H. DETAIL SAN-003 ~.~1-----1,L-,<<...,4---VERTICAL TO % POINT OF PIPE T GROUTED INVERT USE 4000 PS I CONCRETE THRUST BLOCK TO EXTEND 6" IN ALL DIRECTIONS FROM OUTSIDE DI AMETER OF PIPE E1-14 MATERIAL E2-14 CONSTRUCTION CITY OF FORT WORTH , TEXAS STANDARD 4' DIAMETER DROP ACCESS MANHOLE CD 4' DIA . FOR SEWER PIPE UP TO 21" DIA . 5' DIA . FOR SEWER PIPE UP TO 39" DIA . DATE: 08-2007 SAN-005 COLLAR CONFIGURATION FOR PAVED AREA A L CLASS 'A' -----11~ (3000 PSI) CONCRETE 8-#4 REBARS T YP . GRADE RINGS ... ... 4'-0" ...... ·. •.:. f :tf ~:f.:(? t?W~Y /t f> ;;,:<~:> '/?t-""-"-=~c...££..t.=.,._..-r A COLLAR CONFIGURATION FOR UNPAVED AREA A J a I ~ *" CHAMFER (TYP .) GROUN D b'~'"¥f (j-}::~}~t;i {if ,},:;;.:;.:~:.i;.: :"": ---+------I~.-:................. --r--------1- CASE 1 I CASE 2 CASE 1 CO LLAR SHALL EXT END TO TOP OF 2:27 CONCRETE (R EB AR REQUIRED) CASE 2 COL LAR SHALL EXTEND 3" BELOW BOTTOM OF LOWEST GRADE RING (REBAR REQUIRED) El-20, El-21 MATERIAL E2-2 0, E2-21 CONSTRUCTION RAM-NEK SECTION A-A CITY OF FORT WORTH , TEXAS MANHOLE CONCRETE COLLAR CONCRETE COLLAR HEIGHT VARIES (8" MIN., 24" MAX.) CI) REBAR SHALL BE PLACED 3" MIN. FROM TOP AND BOTTOM OF CONCRETE COLLAR. DATE : 08-2007 SAN-009 PROPERTY LINE~ #3 BAR S 4 " CO NCRETE I CO LLAR **CITY OF FORT WORTH STANDARD CLEAN OUT CAP (PVC OR CAST IRON) j_ \- DOUBLE BAND STAINLE SS STEEL COUPLING CONCRE TE COLL AR (PLA N VIEW) ,,_.~,__-BACKFILL CLEANOUT STACK WITH FERN CO FLEX IBLE CO UPLIN G REQUIRED IF EXISTIN G SERVICE IS PR ESE NT , OTHERWI SE PLU G. CO NCRETE ANCHOR PRODUCT INFORMATION ** From Stan ley Ro b ert s & As soc ., Information Sub ject To Change. DESCR IPTION .MJfillI PART NO. Cast Iron Lat er a l Clean out W/ SS Bolts an d Co upling Pl as ti c Se wer Lat eral Clean out W/ SS Bolt s and Co upling .W SS BOLT S \ 18 lbs 2.25 lb s 1.5 " 'j i l L£G=-ili]r"TT"--~ 0 RIN G ATL-424 ATL -15 24 NA TIVE TOP SOIL COMPA CTED TO 95% STANDARD PROCTOR DENSITY 4" STA CK (IRON OR PVC ) TWO WA Y CLEANOUT TEE SDR-35 OR SDR-26 SERVICE SLOPE-VARIES 2% MIN . ' SEWER MAIN PVC CLEANOUT \ PROPERT Y LINE ----01 ------- SIDEWALK [CURB I STR EET PVC CLEANOUT BOOT CLEANOUT NOTES 1. THE SWEEP TEE AND PIPE FITTINGS INSTALLED SHALL BE SDR-35 OR SDR-26 PVC MATER IAL . 2 . CONNECTIONS TO THE EXISTING SERVICE SHALL BE MADE USING RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE BAND REPAIR SLEE VES . THE SLEEVES SHALL BE TIGHTENED TO THE TORQUE RECOMMENDED BY THE MANUFACTURER . 3. SLOPE OF THE SANITARY SEWER SERVICE SHALL BE A MINIMUM OF 2 PERCENT . 4. IN HIGH TRAFFIC AREAS (STREETS, DRIVEWAY S, SIDEWALKS & WALKWA YS), SERVICE CLEANOUT STACK AND CAP SHALL BE CAST IRON. 5. IN NON-TRAFFIC AREAS, SERVICE CLEANOUT STA CK AND CAP SHALL BE PVC MATERIAL . 6 . PIPE AND FITTINGS SHALL BE SDR-35 OR SDR-26 PVC WHEN NOT IN HIGH TRAFFIC AREAS . 7. CONCRETE USED AROUND CLEANOUT ASSEMBL Y SHALL BE 5 SACK , 3,000 PSI MI X. DRIVEWA Y SIDEWALK I CAST IRON / CLEANOUT CURB ~' DRIVEWA Y APPROACH STREET PR OPERT Y LINE CAST IRON CLEANOUT BOOT T 7 .5" l_ CITY OF FORT WORTH, TEXAS TWO WAY SERVICE CLEANOUT DATE : 08-2007 SAN-011 w _J (D <( o2 <( > w N en w Q,, 0... w w f- w _J CD <( o2 <( > w Q,, 0... ct: w 3: w V) >--ct: <( f-z <( V) a::: o , z <i: ::::;; a::: I ~ w V) >-a::: ~ z <( en _J c-1 E1-9 MATERIAL E2-9 CONSTRUCTIO N N OTE : ~ OR :Y,, ROADWAY STANDARD CURB & GUTTER w1 w _J CD z <( _J o2 ct: <( w> ~lw 3: ~ V) _J " w () 0... a:: SERVICE LINE, MIN . 2% GRADE TYPICAL SECTION STANDARD CURB & GUTTER SECTION NOTE : EMBEDMENT AND BACKFILL AS REQUIRED FOR ADJACENT SEWER MAIN SHALL BE INCLUDED IN THE PRICE BID PER SEWER SERVICE COMPLETE IN PLACE . TEES WILL BE USED ON ALL SERVICE LINES CONSTRUCTED AT THE SAME TIME AS PUBLIC SEWER. CD SEWER SER VI CE LINE LOCATION TO BE MAR KED WIT H RED VIN YL TAPE AT LEAST 3" WIDE AND 10 MIL TH ICK ATTACHED TO THE END OF THE SERVICE AND EXTENDING THROUGH THE BAC KFILL AT THE POINT OF HOUSE SERVICE CONNECTION BEHIND THE PROPOSED CURB. CITY OF FORT WORTH , TEXAS SEWER SERVICE LINE DETAIL DA TE : 08-2007 SAN-019 COMPACTED BENTONITE CLAY OR 2:27 CONCRETE I· 2' -I EXISTING GROUND 4' OR TO BOTTOM OF PAVEMENT BASE OR TOP SOIL MINIMUM TRENCH WIDTH ---tc11,.--=--,-,-,-,,,,.. = PIPE DIA. + 1' JJRENCf! I WIDTH TYPICAL SECTION CITY OF FORT WORTH , TEXAS CLAY DAM DATE : 08-2007 SAN-021 EXISTING SUBGRADE (IF ANY) EXIS TING CURB & GUTTER DITCH NOTES: TR ENCH RE P AIR LIMITS ~-'--+ft---B ACKFILL MATERIAL PER DETAI L WTR-034 (SEE NOTE 3) 1. ALL EXISTI NG ASPHALT COURSE SHALL BE REPLACED TO THE OR IGINAL DEPTH. PLACE A MINIMUM OF 2" HMAC SURFACE COURSE (TYPE "D" MIX) TO MATCH EXISTING GRADE AS SHOWN. 2. PLACE A MIN . OF 8" 2: 27 CONC RETE AS SHOWN. 3. FLOWABLE FIL L MAY BE REQU IRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREA S. IF FLOWAB LE FILL IS REQU IRED, A SEPERA TE PAY ITEM WIL L BE PRO VIDED FOR SUCH. 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH ST ANDARD SPECIFICA TI ONS FOR STREET AND STORM DRAIN CONSTRUCTION. CITY OF FORT WORTH , TEXAS PERMANENT ASPHALT PAVEMENT TRENCH REPAIR DATE : 10-2007 STR-028 ~I ::J I ~ e:i I 0... 0 Q:'. 0... SIDEWA LK WATER MAIN BE HIND CURB E1 -17 MATERIAL E2-17 CONS TR UCTION 20" CURB PAVEM ENT MAT ERIAL LIS T 1" OR AS APPLICABLE WATER MA IN IN STRE ET @ STAND ARD CORPORAT ION ® BLUE VINYL TAP E, 3" WI DE, 6 " ABOVE GROUND © ST AND ARD CURB STOP & 90' ELBOW @ AREA TO BE BACKFIL LED WITH SAND CITY OF FORT WORTH , TEXAS WATER SERVICE DETAIL DATE : 08 -2007 WTR-001 NOTE: PAVEMENT OR OTHER SURFACE MATERIAL DETAIL PERT AINS TO ALL GA TE VALVE SIZES 4" THRU 12" WATER MAIN E1-10 MATERIAL E2-10 CONSTRUCTION r=, I I ~-..J... .£.-.,-.. I I I I I I I I I CONCRETE COLLAR PER DETAIL WTR-004 --1------IF VALVE OPERATING NUT IS MORE THAN 3' BELOW PAVEMENT SURF ACE, PROVIDE EXTENSION STEM TO 1' BELOW PAVEMENT SURFACE. (SEE DETAIL WTR-003) n---MCKINLEY IRON AND STEE L CO ., NO . YB5 THREE PIE CE VALVE BOX OR EQUAL ~--GATE VALVE TORQUE BOLTS PRIOR TO BACKFILL CITY OF FORT WORTH, TEXAS GATE VALVE AND BOX DATE : 08-2007 WTR-002 CONCRETE _..___ BLOCKING ~i,;.J...- M .J. ANCHOR TEE -tr~d:d EXISTING OR PROPOSED CURB PAVEMENT OR OTHER SURFACE M .J . A N CHORING COUPLING E1-12 MATERIAL E2-12 CONSTRUCTION 6" LEAD FROM MAINS EXISTING OR PROPOSED CURB CONCRETE BLOCKING FIRE HYDRANT EXERCISE CARE TO AVOID PLUGGING DRAIN HOLE WITH CONCRETE 18 " MINIMUM FROM GROUND, PER FIRE DEPT. z ~ 6" M .J . GATE VALVE ,._,. 6" FIRE H YDRANT 'f LEAD LINE n FIRE HYDRANT TO BE SET PLUMB PAR K WA Y -=-EXTENSION BARREL AND STEM FOR EXTRA BURY DEPTH IF NECESSARY ~.W..,....-MINIMUM 7 C.F . GRAVEL PROPORTIONALLY AROUND BASE _ _._11---_t;.±ll:1n±-CONCRETE BLO CK ING '---'---'--'-:i-1=-CONCRETE REST 12"x 12"x6 " CITY OF FORT WORTH , TEXAS STANDARD FIRE HYDRANT DA TE : 08-2007 WTR-006 CD @ ® ® (j) NOTES: 6" BLIND FLANGE TAPPED 2" WITH 2" BRASS PLUG 125# PATTERN BLIND FLANGE DRILLED AND TAPPED FOR 6" BLIND FLANGE . 6" BLIND FLANGE ATTACHED WITH BRONZE BOLTS . GASKETS SHALL BE FULL FACED AS OTHERWISE REQUIRED IN E 2 -4 . LIFTING LUGS SHALL BE PROVIDED IN QUANTITIES SUFFICIENT TO LOFT AND HANDLE THE FLANGE AS A BALANCED LOAD. ATTACH THE 125# PATTERN BLIND FLANGE WITH STEEL BOLTS AND BRONZE NUTS THEN COVER WITH CEMENT GROUT AFTER INSTALLATION. 125# PATTERN FLANGE, UNLESS REQUIRED OTHERWISE . FLANGES AND BLIND FLANGES TO BE DESIGNED TO WITHSTAND PRESSURE RA TING OF P IPE. WYE BRANCH TO BE ONE SIZE LARGER THAN, BUT TAPERED TO STANDARD RUN NORMAL DIAMETER UNLESS OTHERWISE SPECIFIED. STANDARD RUN DIAMETER E1-4 MATERIAL E2-4 CONSTRUCTION CITY OF FORT WORTH , TEXAS STANDARD CLEANING WYE DATE : 08-2007 WTR-026 11 )a" l-[2 83mm( I tFtif-31 COVER SECTION 12 74" [327mm] *" LETTERING (RECESSED FLU SH) 11 %" 1 74" h289rnrn( I J [ 481m J I 9 74" I ~ T 12" [251mmj [305mm] ~_l , .. [~=1~:J -1 18 %" [ 476mm] BOX SECTION 1 ~"R [R38mm] %" [16mm] 18" [ 457mm] 1 *" ~2 ){i" [ 44rnmJl_ I [54mm] ~ i-=. lr=:,'. [Bm~] ? 'XS' [8mm] COVER SECTION 20" [508mm] I· 18 14" -I [ 464mm] \. 16 W -I [ 425mm] I-21" ·I [533mm] 24" [610mm] BOX SECTION NOTE : FORT WORTH LOGO IS OPTIONAL. CITY OF FORT WORTH , TEXAS DATE : 08-2007 CLASS 'A' STANDARD PLASTIC METER BOX W/ CAST IRON LID FOR%" & 1" METERS WTR-031 %" [1 6mm] I 14 w· [368mm] L l 17" 18 %" [ 432 mm] [ 467mm] L ~~ J 2"R [R51 MM] PLAN VIEW COVER SECTION I 11 ~" I • [298m m] • 16 Yz" [4 19mm] 2.Ja" ~ [54mm ] :U" Ir 1 Jf fP§,;4 .c o~:] l!j -----1!38mm] ~" _I~ E~6~ [8~m]' [8 mm ] COVER SECTION 18 ~" ·1_1 -i-------, [479mm] L1 ~ .. BOX SECTION NOTE : FORT WORTH LOGO IS OPTIONAL. [38mm] 1-20 Y,," [5 14mm] BOX SECTION -1 CITY OF FORT WORTH , TEXAS DATE : 08-2007 CLASS "C" STANDARD PLASTIC METER BOX W/ CAST IRON LID FOR 2 -%11 METERS WTR-033 MINIMUM 6" INITIAL -----+-1-+.-+==,,,;- BACKFILL COVER MINI MUM 6" -----t----- EMBEDME NT ----,-+--TYPE "C" BACK Fl LL SEE SPEC. E1 -2.4 G.C.D. ~'.ilnJ.~-SAND MATERIAL EMBEDMENT & INITIAL BACKFILL SEE SPEC. E1 -2 .3 G.C.D. WATER: SIZES UP TO AND INCLUDING 12" MINIMUM 6" INITIAL----+~,,...,...,=~ BACKF IL L COVER: WATER -6" SEWER -12" STORM DRAIN -12" ----,-+--TYPE "C" BACKFILL SEE SPEC . E1-2 .4 G.C.D. ~~,!d;f--CRUSHED STONE OR SAND MATERIAL INITIAL BACKFILL SEE SPEC. E1-2.4(b) OR E1 -2.3 G.C.D. =t::.;~A3:~~~~==r-CRUSHED STONE MINIMUM 6" --I=~~~~~?""' SEE SPEC. E1 -2.3 EMBEDME NT G.C.D . WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES SAND GRADATION • LESS THAN 10% PASSING #200 SIEVE • P.I. = 10 OR LESS CRUSHED STONE GRADATION SIEVE SIZE 1 " #4 #8 RETAINED 0 -10 40-75 55-90 90-100 95-100 MA TERI AL SPECIFICATIONS THE EMBEDME NT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH THE E1-2.4(b) AND E1-2.3 OF THE G.C .D. AND STD. SP EC. ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION. ALL OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. CITY OF FORT WORTH , TEXAS DATE : 08-2007 WATER, SEWER, & STORM DRAIN EMBEDMENT AND BACKFILL DETAILS WTR-034 8'-0 " 2'-7" 2·-10" 2 '-7" 2.2 5" FORT WORTH 2 .25" -.---t-------:;..------------------------------- PROJECT NAME 2 .5" 'r --------------':..t-PROGRAM NAME/FUNDING SOURCE °N I °N This project is managed by the Department Of Engineering Questions on this project, call 000-0000 (Weekdays 7:30a.m.-4:30p.m.) Quest ions on this project after hours, call 000-0000 Afte r hours watrr and sewer emergencies, call 000-0000 2.5" 3" FONTS: FORT WORTH LOGO -CHELTENHA M BOLD ALL OTHER TE XT -AR IAL LOGO COLORS: FORT WORTH -PMS 288 (BLUE) LONGHORN LOGO -PMS 725 (BR OW N) E2-1 CONSTRUCTION \ \ \ \ 7'-6" \ LL WH ITE \ \ \ 3"R (TYP.) L PMS 288 (B LUE) CITY OF FORT WORTH , TEXAS PROJECT SIGN -4'x8' 3" <.:) z Cl:'. w f- f-w _J N DATE : 08 -2007 WTR-039 Appendix C Approval Form Page 1 of 1 Approval Form Onl ine version 11/2 005 APPROVAL To Kent Lunsk i Date 3/10/2009 City of Fort Worth Application No . FTW20090216163924 500 W 7th Street District App . No ._2_2_0-_S_S_-_05_9_-_0_9 ________ _ Fort Worth , TX 76102 Highway SH 0180 Control Section 000806 ----------------Maintenance Section South Tarrant ----------------County Tarrant TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No . FTW20090216163924 (District Application No . 220-SS-059-09) dated 3/10/2009 and accompanying documentation, except as noted below. Conventional dry bore only unless approved in writing by the Area Engineer or Inspector. -Buzz When installing utility lines on controlled access highways , your attention is directed to governing laws, espec ially to Texas Transportation Code , T itle 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided , (b) nearby or adjacent public roads or streets , (c) trails along or near the highway right-of-way lines, connecting only to an intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way fo r normal service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as requ ired for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for convenience and safety of highway traffic . The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners . In the even t the Installation Owner fails to comply with any or all of the requirements as set forth herein , the State may take such action as it deems appropriate to compel compliance . It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim , t itle , or easement in or upon this highway; and it is further understood that the TxDOT may requ ire the Installation Owner to relocate this line , subj ect to provisions of governing laws, by giving th irty (30) days written notice . If construction has not started with in si x (6) months of the date of this approval , the approval w ill automati cally exp ire and you w ill be required to subm it a new application. You are also requested to notify this office prio r to commencement of any rou t ine or periodic maintenance which requires prun ing of trees wi t hin the highway right-of- way, so t hat we may provide specifications for the extent and me t hods to govern in trimming, topping, tree balance , type of cuts , pa inting cuts and cl ean up. T hese specific ations are intended to pre serve ou r considerable investmen t in highway planting and beautification , by reducing da m age d ue to t rimmin g . Special Provisions: UIR SPECS JAN 09 Notice to be sent to applicants I Yo u are required to not ify Tx DOT 48 hou rs (2 business d ays ) be fo re yo u start co nstru ction to allow for pro pe r inspection and coord in ati on of work da y s and traffi c control plans . Us e t he U IR websit e for the 4 8-hour notifica ti on . DO NOT start const ruction un ti l yo u have coord in ated the co nstruction start date and inspect ion with TxD OT. Yo u are al so req uired to keep a co py of t his A pproval, th e Notice of Pro po se d Install ation, and any approved amendme nts at t he job s it e at all ti mes . By Titl e Di strict Te xas De partmen t of Transporta tio n Buzz Kyl er Proj ect Coo rdin ator Fo rt W orth https://apps .dot.s tate . tx.us /UIRPRO/lib/NoticeApproval.asp ? Appro ve rID=D0T2007 0622 l 230 l 3&Permit... 3/10/2009 . Ft)'i:/:,Wqtt&Di$tflttff(Jtff{ltl(.JiJ]i'ltrt,2(lf!:P} . . '"····h.;,,;,;.M.,..i.h,\-i ) ~·f~ r(,t:f ;~ r--1 f--. ,~,?~1'~1~1 ~J,.Q),'t~ .. , .. r~-yr: ...... :· " .. . ~l't~Jf(~LJ!i:t ~~JJl.J~JJ;.ffijJj; J~~;.p..ms.1tr1u~e-:Tf'f' . JlNJ~tVAiilG:~ • ~TA11f'f,tt.A~I i~fltr(eH SR'EtJllJJX ,W~U~'. ·:;~ij MNDJif BO.WERS' )~tfifi~1~QT ·s1 1J:tJ'iJ'l~LSD , t:,{~f~ t~PlL.tW' ,JANEitOA.VlS ::alnf'A . '.;M'Brn }i !itiJiflht u.nur:teeoFtofN~;r:Gtt tiJ11U11f'~dtfBifilNA~IR ifflillfW1Gt>'b.liffilMm'RJ il\l.tiUff\Qi\:S.iBV!r1 if'FIUff '"l3SER~ea: \fT;JJJJffffiffl.'MJI:S.c'@f{N, tliRdfJt; ~i;, ff~1$),~U\I.~~" JA~rt,:Wi~ St T~R~NT.,~OHNS.ONk E~TH,k 11Q'.Q' ~(lll!R\/J.;~ . . NS:SlSTA"NT A~'.ENl'©1NE8Ro l;Jlf1J.JWeI>)i.UINAT'dR .. ·I N:iSlt~Jts'fi 1::1;r1urv ~QQ~JNATJQ!{ t .. ·.i-·~-".... .. ,. ASSISTANlf',AREA,ENGlNl~E;fl 8'1;1'!;@0'7·•-"16l '7' 81~3Jf:@l.J89'.~ 8'1i'l~3'7'{)}c6$85' itt~ro~5e;g ~1:i.:znz..~-~(:),o ' ;:;~}ii .. :i ·-8''!:7-'39~302. ,$:t?t-J ~~4§ijj' 8l 7""4'l0,"663fl :~JJ,,:91t0~-~g~\ ·----, , " KEim :PROGHNOW, ~ROB.ffil~B ilSOR: :QB~&VER (f?A~~B.Y \ff:jl,;l)W'~i S:~VER lf~f' Pl"1T<).l .ii:4''.9.J$;~fij1 ,1 254;\9li5:i'!35.14 lf1%d5$e."98'34, $1tt~~~-~JM, 8111,,,'202:..Z!JoD; Hf.jJ>.i',.2ijlJ.$.l ·-940~5,t~~ .. '(>61 ~' ~ .... ,~ ., .. ,...,.,J " ; ~,. '• ~- 8'1'.'Z',.;::.2'8:a,..2'131\ s1:1;,,g:1·,3~asta. '2'~4,e~'7,i,~.~4f i~S:97,42647· 2P~$~t~l ~':4t IN .t1.A'$li' ·.Q-g, J!Ml!tfm:,ffPJE$r _s e!e:~t.),f(:( -~'f?,; ~JJl!f'!l:l!~J::,;,~T' -11 7F$.?;<f~f,~,f :JlJ,fl:':~:.!~1!., JTRA FFI& G€Jl'JcTiR01.. DEVICES SHi/tkL. ADWAY:S BB ,l}S6f!!., .. · . · VlfL.l. 'f).~ IN; S:Tel:GJ7' li:ft.C~R'lfJ:AN~T;; WJTfl: t:fJt,iJl!JJ:t~.UNfti flr-tl!l~'TlAfl}l!~f!., Ple;asec rcef~r l.b' th_(T~ WJ:11Ie,;wor.kin9~n T~0"0i'f ~A~1Nn 0;12 141(11 :IT'f '' \l'.t.'fr;s m~· '""D''t-'h:N"'J; '0'°lf C~'lfl~~wa~Tl~-~l ~~l l :f~ .... :~ .. _ ~'.* ~ .iil~l .. _l-:Q9tJ;; ....... :P . .t': ..... Yin , .W.·'~: " ~ ,.-~·-·~·il __ UM . · .'-tlrt-1 Xltility lines ,':s'hall' be ;slaked'. well Tn advaneerrif consitueflon, so, tbafi r~@T;ean :itrspeciRs'tti'kfrrg; to venty;thaHfie, _alfi:j'~mfuitz&irlfi5rm'S'·to:.requ1i:-emenls serout{trereln and]hatitl.ere ,1s -00,cont11blw1fra,hfghwayladlrues-~ ,N:(iflFlO.AJlQN: fJF J,0 .8 : START ,4,B :-Ftnurnotincaftoo ls r.eqtiircedi'.oru"nlity,ilrtsfallations~ !~lease hav.e.theJ 0Ubwfr1Qt1tiformailon,rea~when,ypu elill, ,. '! ijT!~lrY tOMPAN.¥' --~ tlmJl:ilrY:S'.tJPEHiV:1.S.QR;'{l)R](N.sR<E:G:fe.R?S;.NAME: aoo •1UTJJ.lffM0$1L.f?~.O~ ~ G€!\l6~t/CQN,TRA6:.T~R".S r\!Af\:1.E: ,. 9,~1$~ an1tMPJ.1JLI:;: f?J:iQ]:{~ !lib~ • :e: 'Tia , iplf~~'#7(':6~ . @,~1"! ,;e.7r:4~ AERl'ALOR0S.$1NG:S. ·1211ii9.µr,;{fd:m~1n:ess,Jays)1notmcatiofli'is \tequlradifor a.el'laf cros$l~$_. , ·f;:::~!:=:i~t!=:!~: a.' ·,ifcin;:i~st}i:n11::r:~::::=n ~nfi b~ ,pliffotm~;, P.rt ~qo~~r. 0;..,.~s·1-.,ns ,An ... -.,.,..-All..,llled 'ir-:+""'§ "-Oa'.d''-au"&,a'~''-0f1"',<,i) \i1o'::fl;';,;;;re· rn<>1)•>'i!o'!i<i i'>Sfi a. ., ... .f.,tqtetl',-<:>n\'ltj'm'e' '""·tlhfi ,ii..,.. ;~! lbnd~;.ih~fid~ tt.efW~,fu~;Mtii1mn~iiii~ili~i:m.i:irt~ii~ ,_ "'~~gr:·,'"'~;{·• · · "~µ_,_,~"}~!~ tliNE ~'0":Stf.81:S zg;l~gri(~)b~f~$$~t~~)"'~t'ff'i~tio.n fs ,requ'fred?f~·larae closures priorlotf:ie;;al~fatioii of:cfraff.ic11ow; ff; a Is; rlrilbeJo~-an ·:Unforeseen situauorr amf after, a u.tiJ~ ·· ,. ~'¥' "tti DE>if Llii1Ttt'P.enn1HG:ffloo' at t3,11J-Sfl-0if61ig:t; ~ t~ff"t~ sijprcivea hyT~U6:T' prnbr-<t'oilane,itbsures"' "''. 't "'·-'""' · , ....... · ..,, · · I' ,, '· · · "",. · i'i!>'rli1i'r··,,u,-t '·-·I>.''-' · ''""'"'""··-,, , , .... ,,~""G'"''~e·-·a .. •· --·""' ""-·g··w·····-,ic "'"''" w · ,.r,_. ,··,,.~;.,·· "''"" n,o. e? ,=i cllg),.,eei•'S· s .e;i , ,may; :·uc;, ,,...,"1 ,"'-' ·=· o.r· ,.l'l1 ,,e .. """'-"'"'"es. p,., CP04v;u_ .\:!. , ~<?' i,,J ::,•V@,,,. ... , ~-·~, nli;J,i, ·\'-<>JHITI-".i roadwa~, . -1:ru12~ ~·rxno1 ·.1mw ~/t:!f.!:!l~it ,. WORK DAY ;R&SiRf.GiirQ.NS • ~Q!:ip,t;,. irp~.fa~$! @f '¢fij~rg~ntsr, )D:Q 'W.Ptk :Wl!f 12:~ ~lf P\X~ ~n '.$%Jlgrd<!YS'. Sundays,;, F.:eder.ahor Stale Holldays·-0r, at 'r'1igf:ih . . .. $,11)'!.: '.~. 'OT_ ft_· t~e u __ • niitr, ~.~;"s __ lnal. ~'.o __ · tf\~~,., work iS' tiecessafy: .fu 'clifoR!' ,tfi~tlt11ity agrees :to.the foR.owm,ij•COT:1dit1ons,, 1i:r;;y!rf~!~cl!~~!~=e~Tue::~·:::u?~~tr:rir::~r:tJ;J~::::ii::::i:;i::~1~ti1: ·times whfte ·tfie,work \is 1n pr,.qg_ress. · · ·· ' . ~-b&Mi ~ .. ~ ~µtl t;tg, it.ml~ro'.§iiit ~ml11at ·~qq1' p$, ~t,;ti;o,tS(trn~Tf; !P: ~!ti:i fqg ; ~ni,m ~lt<t ~f~¢ti ~.ff&P.l~,'o/j$i!;11Jif ~rJ,.QJ9JfT1 l?ffj , 1\!J :~b'.aJt ti~ ij,.x~V,alejj?;ab'd,e!O:s:ed!Witl;iihi48;¥ioi.lw , 1f!.1ne iltilfti Wi~1fi=l'si'te3leaV:e: pils,opM ovemJ9.n'ti,!feilecfl;.,,e, ... :\PJU$l P:.e2.eiliplriy~i. ·Sores od:uonefs$h~ll: 9~ Ple~ ~ and d:ea&loaastand'ialso:;pr~v~n! !?Ql Soc.es ~h~,~ ~:,ri~l ~-!J;,~!l'J ;~,lffl'J@\. ·· :~~JliW:l!\1~ ti@t'..{Jf.Wciif s.M11i1i~ pl~~ ~l\ i;lY~ttu ~or~ :or ,,..-,i;.1i;lJ1.i'=l"~ofl'rcl'e . 1 "'tlr · · ; · ;it,n -~sea t&e l.ltL,~ """!'.,. . -··-.••• lJ!>J.8!. -~~n.•JL -'. --~ .... , .. ·. 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J:JJ~JlQJ:JtldS:,_jp,Ur~'LivpJ)~~'d],,~f;tS},_ ~~rr r~~~~ ........ <~,--,A~a,M, lt0, : 111:i'" '2..~ !;i .::.::::.::.••:r~rs;;~:c. ~Tll~ '-3(),Q; 3B.t0: ;$.:Q,ff'' .filo¥,'$0:: J;'Q.T*J . ___ ......... .. .. ............ ____ ..... ,......... .. . • ... ___ .. .. ... ... .. :aQ.fl, Ji~t~;,~aj:pe$ fr, pate!liO~l!)sf} ~pr~$e01'!ioWr-9vecf~Y.i1(~1;lS·oM!J~~pec.~i;;$bPWJI·, !\p:ll(:!Ji>;i\(l't!J,~ f?,:.Jlf~it,,;t'l))i{Jif~&)I$ 9 :l:Prf\\11,ili 1/>[•(W:t.:i. < ;~Mi l:eM®M.. "L !tr r;@m9).6fE!.!l:l ti1;,in.~J;ij~, lb~ 'qgt,;~Q!!l~ i~:E!,1 ~d{!, a La: fbrk .with ;th e, remainlh~ :brafaoli at l~il.at '&he,,ffiJoo: ~.f;fe; \tfi . ".'Qt ~~i:e.a;mr..gQ°" f2} .,. ";)?, ~ ... ·,, .. e,J1mfi\-~§ta 5'i:1.i:nches from fue mai~,sfe'IM·-~\ . ·. ·. '!g&~ . • tfue'f'tr!Sf<:Gtil , . . . , • i ,, . . · n eve meui so1that a f.race-{call~i'J ~;; ·: . (a.~f"Zilfrtc.b1. '$." • ,f2t:'i rn::n es•or over'shall bejp.aft.led w'lm l3i':Y ~f . f:es%i1Iij~pa1/:l}.,'"t S.e~ if.i;J; fl,, L oF',,eiltmIN:t'is . : and brush: must b.e: removed from-tt:i e r:l9.,faf ~ wa~d 'dis'pds'eo p.f'Jn ac'Gtil'Qtfo~ wUnJri~/law~, s of tfrfeicommunify'.;:,ro.un~ and sfat i,r.- ::;!::~';!:°rse:a!:pecially. these, mfect~d ~tit i>al<! Wilt), mlmt: !>.~ pi:c>p~llf i.!i~i;ii5$:ep :pf' to: ~mv~]l i~ t)tiil¢t Forf .W.i>i'th 'Oiiitl:ict: ti NOTICE PLEASE READ Please be responsible and notify TXDOT 48 hours prior t o starting constructi on, and be prepared to provide the f o llowing information . 1 . Permit and Highway numbers 2. The name of th e Utility Company, a conta ct p e rs on's name and phone number. 3. The name of the Constr uction Company, a contact person's name and phone number. 4. A start date 5. Date to be staked, if applicable. Note: A copy of the attached Approval {including all attachments) shall be on the job site at all times. IF CONSTRUCTION IS FOUND TO HAVE COMMENCED WITHOUT 48 HOURS CALL IN NOTICE, THE JOB SHALL BE S H UT DOWN UNTIL PROPER PROCEDURES A R E COMPLETED. Installation Application Online version 4/2006 Notice of Proposed Installation Utility Line On TxDOT Highway Right of Way Page 1 of 1 To the Texas Transportation Commission c/o District Engineer Date 3/5/2009 Texas Department of Transportation Fort Worth District, Texas Formal notice is hereby given that ----------App Ii cation No . FTW20090216163924 City of Fort Worth proposes to install a utility facility within the right-of-way of SH0180 in Tarrant County, Texas as follows: (details are shown on page 2) Fort Worth is improving The water and sewer system along Lancaster near Loop 820 in east Fort Worth. This application is for a sewer spot repair at Major St. and 2400 If of water line replacement between Hunter St. and Mims St. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules , regulations and policies of the Texas Department of Transportation (TxDOT), and all governing laws , including but not limited to the "Federal Clean Water Act," the "National Endangered Species Act," and the "Federal Historic Preservation Act." Upon request by TxDOT , proof of compliance with all governing laws, rules and regulations will be submitted to TxDOT before commencement of construction . Our firm will use Best Management Practices to minim ize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Special Provisio ns." Our fi rm will ensure that traffic control measures complying with applicable portions of the Te xas Manual of Uniform Traffic Control Devices w ill be installed and maintained for the duration of this in stallation . The location and description of the proposed installation and appurtenances is more fully shown by _2___ files containing drawings and other pertinent information uploaded to the website. Construction will begin on or after June 15, 2009 and end on or before March 20, 201 O . I certify that I am authorized to represent the Firm listed below, and that our Firm agrees to the conditions/provisions included in this noti ce . Utility In stallation Owner --:-':C""""ity"---",o'-f '-Fo.;;;..;rt--:-'-:--'-W..;...o;;..;rt.;;h.;..._ _________ _ By Kent Lunski Title Project Manager Address 500 W 7th Street Fort Worth , TX 76102 Phone No. 817-334-4442 E-mail address kal unski@tra nsystems .co m http ://apps.dot.state . tx. us/UIRPRO/lib/PermitN otice.asp ?PermitEventN o=O&PermitApN o= FTW20090216... 3/5/2009 Application Details Appl ication No. FTW20090216163924 Date 3/5/2009 Uti l ity Installation Owner .....;:C..:.::it:!..y..:.o.:....f :....Fo:..:rt...:.....:...W....:o:....rt.:....h:...._ _________ _ By Kent Lunski T x DOT District Fort Worth District County Tarrant Route SH0180 Control Section _0_00_8_0_6 _____________ _ Fort Worth is improving The water and sewer system along Lancaster near Loop 820 in east Description Fort Worth . This application is for a sewer spot repa i r at Major St. and 2400 If of water line replacement between Hunter St. and Mims St. Attachments Summary of resubmittal 030309 .pdf TxDOT application VVSM-K 030509 .pdf Page 1 of 1 http ://apps.dot.state .tx.us/UIRPRO/lib/PermitNoticeDetails.asp?PermitEventNo=O&PermitApNo=FTW20 .... 3/5/2009 Page 1 of 1 TxDOT -Fort Worth District CHECKLIST FOR REVIEW OF NOTICES OF PROPOSED INSTALLATION Online version 11/2008 Yes No N/A I&) l8I CT] Are other existing utility lines in the vicinity shown on the plans and have you included vertical elevations and horizontal alignments for these existing utilities based on the departmentls survey datum? Existing utilities in plan view. Prop water profiles are not shown. Small lines are easily adjustable in the field. Iii CJ [] Are the right cif way line and edge of highway pavement clearly shown on plans? [TI For lines to be installed parallel to the highway, have you included the design, proposed location, vertical elevations, and horizontal alignments of the utility facility based on the departmentls survey datum, the relationship to existing highway facilities. Proposed small water lines profiles are not shown since these lines are easily adjust able in the field. ~ [a ITIJ For installations parallel to the highway, does the installation alignment change? Alignment changes need to be justified and reasonable. The installation is in the same trench. The new alignment fills in the gap between M ilan and Major. [TI EJ Iii For aerial installations, do the plans clearly show and differentiate between existing poles and new poles? [gJ [§ Iii For gas crossings, are all encased gas lines showing vent pipes at right of way line and all gas pipes clearly marked with owners signs? CiJ [ill ~ For highway crossings, is the location of the crossing clearly shown on the plans? The crossing should be as close to 90 degrees as practical. ~ E] Q Are the utility plans legible, drawn to scale, and accurately dimensioned and when printed out are easily read? ~ IT] CJ The following statement is clearly stated on each page of the plans: CONTRACTORS: IT IS YOUR RESPONSIBILITY TO CALL THE TXDOT AREA INSPECTOR 48 HOURS PR IOR TO START OF CONSTRUCTION . (see specs for utility installations for contact numbers) ~ [J [J It is understood it is the application owners' responsibility to file the 48 hours job start notice through the on line UIR Electronic program. In the comment box you shall enter the name of the contractor, on site supervisor name and cell number and the date the construction is going to start. ~ CJ Q For lines crossing State highways or roads, crossing intersecting streets/county roads, or passing through the protected root area of desirable trees, is it clearly shown in description and on ALL plans that the line will be installed by conventional dry auger boring unless otherwise approved by a TxDOT engineer or Inspector? In addition , casing should be shown under highways and paved city street/county road intersections. Same trench installation. Boring is impractical. Properties are vacant. Call Mike H obbs (PM) at 817-334-4449. http ://apps.dot.state. tx. us/UIRPRO/lib/PermitChecklist. asp ?PermitApNo=FTW200902 I 6 l 63 924 3/5 /2009 TXDOT Pennit :FTW20090 216163924 City of Fort Worth Project: WSM-K RE: Response to 2/18/09 Comments to 03/03/09 Clara, Attached are Mr. Mike Hobbs (TSC-817-334-4449 -call as needed) changes to TxDOT's comments. These were incorporated into the plan sel Note page numbers have change when the City Separate the project into two parts. The sheets being resubmitted to TxDOT were all the original submittal. The index on the cover reflects changes in sheet numbers and project name. Comment Number \ 1. TCP Added a note to the plans that state the following "TRAFFIC CONTROL TO BE IN ACCORDANCE WITH TXDOT STANDARDS TOP(1-1) 98 AND TCP(1-2) 98." If further explanation is needed please comment or call at you convenience. 2. Sanitary Sewer Sheet Added a note and leader to the area and state the following "SANITARY SEWER MANHOLE IN TXDOT ROW TO BE REMOVED BY OPEN CUT. ALL PAVEMENT REPAIR IN TXDOT ROW TO BE DONE IN ACCORDANCE WITH TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES (REV. JUNE 1,2004) ITEM 361-FULL DEPTH REPAIR OF CONCRETE PAVEMENT.' 3. Water Line Sheets Added notes a. "NOTE TO CONTRACTOR: ALL DRIVEWAY AND SIDEWALK REPAIR IN TXDOT ROW SHALL BE IN ACCORDANCE WITH TXDOT STANDARD DETAILS CDD-08 (FW) AND CSWD-08 (FW) AND IN ACCORDANCE WITHTXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES (REV. JUNE 1, 2004)" and "ALL PAVEMENT REPAIR IN TXDOT ROW TO BE DONE IN ACCORDANCE WITH TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES (REV. JUNE 1,2004) ITEM 361-FULL DEPTH REPAIR OF CONCRETE PAVEMENT." b. Installation notes on the alignments between station 16+00 and 19+00 were revised . They now show the partial stationing of where the open cut is to begin/end and the other than open cut is to begin/end . The water line and bore are not done in the same trench . They are done on an end to end basis so that the open trench does not impact the foundations of the buildings near the right of way . It just made sense to also bore under the driveways so that the businesses were not impacted. All of the other drives that are impacted are to vacant lots or to old buildings that are now removed. If further explanatio~ is needed I would be happy to meet with them to discuss . ! I I THE CITY OF FORT WORTH, TEXAS WATER DEPARTMENT WATER & SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-K -PART 2 FORT WORTH ~ WATER PROJECT NO. P 253 605170040187 SEWER PROJECT NO. P 258 705170040187 X-20889 • Fort Worth Water Deportment CHILTONSTREET-LANCASTERroCHURCH MILAM STREET -LANCASTER to CHOR-CH MAJOR STREET -LANCASTER to CHURCH MIMSSTREET-LANCASTERroROUTT KERRSTREET-HAYNEroHALBERT LANCASTER AVENUE -HUNTER to MIMS INDEX OF DRAWINGS .MIKE MONCRIEF MAYOR DALE A. FISSELER, P.E. CITYMANAGER FRANK CRUMl:3.2.!>.:!t_ DIRECTOR, WATERDEPAKlM!iNT TXDOT PERMIT EXHIBITS DOE# 6162 MARCH2009 CITY PROJECT NO. 00401 ' • ' ·-18 11 12 " lhl:l.f 161011 174:!i!B 21 .. 5 .. WILLIAM VERKEST, P.E. DIRECTOR, TRANSPORTATION & PUBLIC WORKS PROJECT LOCATION KBRRSTREBT CHILTON STREBT MILAM STRBBT MAJOR STREET MIMS STREET LANCASTER AVENUE PftBfee'l'OOUffl:8b!IHBB'I' OVHRAU.sANITAR.Y BBWURLAYOUT CMIRAIL WA'.ID. LA.Your r SANlfAlQ' SBWBRPLAN cll'ROm.B "L-3060R• BTAOtOOTO SIA 14+30.00 9•8,ldffl!,\IWfJDWBR:Pbldf&PD.8:PlrB b-396bt 91h8188'f8fmtl128.88 9'WR'll.W'IEWBlU'bMf&:ftleffl::l!-&-9S,tB lfflcBl98'1'891'n11lU8 8 tM:iff'51d'1:EEWBltPb'df&:Pfteflf..8 Z306'f"8'1i.:lli'T.13'f89'fn716:S,88 I' 8.i\3:flfltffl'. BB'MBt:Pbdf&:flt8fllB'"b-!14W lfflt8118'1'8 lffi.:ll!IUB 8 lhlBllfL.dl JEBRftfffRflJf lfB\:81111'f8B!hmU.81 &• WAIER.PLAN -LANCASTBRAVB-S'I:Ao+<>OTO STA1S+OS.11 8 lhl&HlllPbdf Mid8RS'fttffii' 9!r\:81Be'f89fi.:1atl!f9.i9 8 W;ffllt:Pr:MI Mlb\Mdli&Wi HnBIBB'f8 ffi.:8118:!17 8'WABDlPl:Jdf E!BHftllf&mmFI' H.\8t88'198'6,6118.98 T1lAFFJC CXJNJ1U>L PUN -LANCASlllll AVE (Bll llO) 5:555 5!1:5,, PREPARED BY I .-~-.•Sy._stems~ 1=,1mHl~t '1~~ ~ i i!~ H{ ______________________ vi_c'_"'););_""" ______________________ x_-...:..2_0_88_9_.J§ LI BtJt-1 L_j ~L -"°""--''-"-"'-.r----"L;:--'"'"'"'"'"''·--·-, -------I I-------·-------+-----~----- !-----·-·---- I I I I o,JRCH STREEl t--- L-8908R· r--,=--,--·-------------· ------- -1--1---l =~ ----- ~--~l-~"'~'s-' -------- -· ------ 1-------1 • L-30 &1 -.IDl!i1 I I ~.1 I I I I Oc-1 ,__ - c----! L - i ~ ----t-·--·- 1:-----t---TI~ ~ . _,.) ~ --. --~--------·----1 -------1 --------+-----·------~ . ~ ' -----<~ -: ---·-~ l ,'------lr-----1 1--l PROP . B' SAN ITARY SEWER -~:, i i I SEE SHEET 6 . I 1 t---·-- t-...... RUTH STREET I I I I I I LE GEND PROPOSED SANITARY SEWtR UN E 1H TXDOT ROW PROPOSED SANITARY SEWER MANHOlE ·-• .................. PROPOSED SANITARY S£WCR UNE OUTSIDE TXOO T .ROW OUSTING SAHITMY S£WER CXISTINO TXOOT ROW ··-.. _J ~-r--/, !, -··-- ~~ ..................... . .J I ~ --··-·-·- "'•-.,-l-Jo.-··-··-£ --------! ................. Jif• ............. ~ < ·-.. -··-··-.. """" -··-··-··-.. ~~ L ) --.......... _ S1f1t ~lot' (S>, -·-... L.J• t I --------~----··---------~: ______ ~~=-~~=~ i ____ ------------1L ~ .• : • ,J ,. -100' ~ ~ a·sewERUNE INLANCASJEB (SH 180lROW CITY OF FOR T WORTH SANITAAY SEW ER MAP -~ IS:1'#-m;1{;~~~\t'11-:, : Hl; ~~u!~~4i:;R,~~8:;J 88 , 2090-384 I, 2090 ·366 O(S/GHf~ SCJU Pltt)J(CT HO. SHm ~ ~ii =I),:, ~c:4 t '•200' 0.0.(,•&,U :~2\ I __________________________________________________________________ ..._ ___ ...__ ..... _ _._ __ _.._ _ _. B"WATER LINE 1 IEB {SH ,em ROW NLANCAS + H LEGEND LINE 1H TXOO T ROW PROPOSCO WATER LIHE OUTSI)( TICOOT ROW PROPOSED WATER PROPOSED FIRE HYDRANT PROPOSED CATE VAI..V[ [ICISTINC WATER U-1:T EKISTINC FIRE HTOR (XISTINC CATE V>l.VE EXIS TING TXOOT ROW ~ N t "" ~ ,m ,-.. Jgo' MAINTENANCt Of HIGHWAYS, BRIOCfS J.R!V, JUNE 1,2004; I OCMH R ;,; Of' C()N(;A(T ~, I L-3060R NUMBER OF SEWER SERVICES BY LOT , 2 8 + -.-··-··-·-··-··-··-··-·-··-· I<) • 55 51:.:IMCE LINE TO OE 50A 28 CIT Y OF FORT WORTH SANITARY SEW ER MAP NO. 2084-384 Ir 2084-388 LEGENO CONCR£TE PAVEMENT REPAIR PCR nc. 2000-2 HW.C PAVCM(NT REPAIR PER f lC 2000-1A CONCRETE SIOCWAU< REPAIR --~-S5 --Olfl:ECTlON or SEWER flOW ._. ,._'"-. ,.11S'\...._....., ~ED SEWCA PIP( ~ ·-· PROP SEWER INSIOE TKOOT ROW PROP SEWER OUTSIDE TXDOT ROW TXOOT ROW UN[ r~J-:I.~~ ~~Ut~:~ou~i or P/P ON NORTH£AST CORNER N • 15~2Q7.17 E • 2365822.112 CL • 587.fa.2 ~ ffOflL l"'•21t V(IIT , SET ON WEST SIDE OF MAJOR ST, ORM.WAY 1>,T 31J7 IAAJOR ST. P/P Yi1TH LICHT OAT[ l'ROJ(Ct HO, 5t€CT """' "" ~:2~ 0 .0.l.• IIU :~l1 I ~ ~ ~ ~ ~ 1 1 I §l> 5;i ,!~ ,, 1 -11• Giff[ VH..V[ &: BOX ... ,.l' •"" PROP 8" WATER LINE BY OPE N CU T -------------·-----·-----,,ww ----------------------- 0 0 + "'" :f; VI w z ::; J: u i SIDEWALK CLOSED Rll-11 S10Ef.Mi ,'i-YS[O .,___ __ _ LANCASTE R AVE (S H 160) {EXIST ASPHALT PVMT} LI NE ··------·-··-··-··- ... CIT Y OF FORT WORTH WATER MAP NO. 2084-384 1, 2090-304 0 0 + a) ~ VI w z ::; f.-... :.::·:,:,c:1 -5-- i= LEGEND ~CffE2~":~EHT REPAIR HIMC PAVCM(NT R[PNR PCR FlO 2000-l A CONCR£TE SIO(WAU< REPAIR WATtR METER It. 90)1 (Cl.ASS A) WAT[R METER It. BOX (Cl.ASS C) PROPOSCD CATE VALYE PROPOstD FIRE HYOAANT WATEft METER NUMBER PROP WL IHSIOE TXOOT ROW PROP Vl'I. OUlSIOC TXOOT ROW TlCOOT "'1# [)(!ST WL l:fic~~~[~tr.Jiom~~"oe"fl:lo~ Ulll.11TCOl,ll'AHl:Sll[C0fl0S,IT ISCOHTIIIIC10lfS SOLt IIEll"Otfsel.lf Y TO Vtllf'T LOCATIO", WT11 lrKI ElM:ttSl>M or tllStlNC vn.JTa l"ltlCft to CON5TJM::TD(, WM....01 UNDERCIIOUND UTL tTl(S 'II AA[.t. Of" COtfSTIIUCllOH. co,i u,c r THC FOI.LOWNG AT LEAST ... HO\.IIIS PIIIOR TO [xeAVAnotil 'II Tiff Nl£A r T t 1T-JU·121' P\81.IC IKIRKS 111•JU•7100 l •I00•344·Utl ,,1-ns-z,21 l•IOO•l15-<JHO l •IMJO•ZCS•0 4S IIT•Z45•SHI ,,, ... ,,..,,00 ON SOUTH S()E OF £AST TEO LI NE Of £AS T r:J.irl ~~OF UGl<T SET IN NOATHEAST»RNER OF AVE. MIO HUNTER ST. + -14' VAl.VC +/-Uf CAST WATER ST CITY Of FORT WORTH WATER NMCH f',2011 o.o.t .• ,.2 ,."~2'7 ~. --------------------------------------------------------'M:::;AP"-;..N0;;·..;2.;;.0;;;,84;..·.;;.38;;;,4;..a;•..;2;.;D;,;;90;;;.·..;3.;;.84.;... ___ _,_..;>c.;-c...,'--_., ___ ..__-__, OAI [ SCM.E l'M.l;CTNO. St<ct 0 0 + IX) ~ (/) w z :::; 0 0 + !:::! - \ \ \ \ \ \ ·---~---i __ LIN E E 2J65J7i4e P\IMT El£V • 577,110 Ft a" WL • 573.23 F\. l-436JR .. 567.54 0 0 + !:::! ~ (/) w z :::; :c \ (.) ..... < ::E ~ , .. ,:.::·.-,.-,0:1 -~ --t- LEGEND COHCR(TE P"V[MENT REPAIR PER f'lC, 2000-2 HMAC PAVEMENT REPAIR PER flG 2000-lA CONCRO! S10EWAU( REPAIR WAT[R MffiR & 80)( (CLASS A) WATtR METIR & BOit {C\AS5 C) PROPOSED CATE VALVE PROPOSED FIRE HYOfW.IT WATER METER NUMBER PROP WL INSIDE TXOOT ROW PROP Wl OVTSJOE TXOOT ROW TXDOT RCNr [KIST WI. ~~c~~s ":t '==i=11r J:'~~ UJ.\'Wo 5': ~~~:rrrrtf~L~t?k~~"o:\.L WNV,INC1 I.HJ£JICAOU,IO UTl.,ITIU N M£.A tlf' CONSJltUCl'°", CONTACT THE f °'-LO'lfl!O Al LUST 48 HD1.11S l'IIIIOII 10 UCAVATION N THIS Jif£A. l1 l -Jt2-lt9' P\HILIC WOAKS IIT•3U·TIOO 1-to0-~4 .. )1l 111·3"-U21 Nf'(, 1-100-J!S-OH O 1-100-zo -no 111-l0'"5Sll 1n-n,-noo R-1} ~ W/ REO CM' SET ON SOUTH SIDE Of' £AST R AVE 1H PROJECT[O UHE Cl Of' Ml.N,I I' SOUTH OF SOUTH 8Ao: OF CURB N • 9952 145.<40 CITY OF FORT WORTH WATER E • 2J650&U2 MAP NO. 2084-384 1, 2090-384 a."' 583.94 \ \ \ \ \ \ \ 0 0 + (0 16 i (/) w z :::; :c (.) ~ • .. JO' •• b '";,.,,'";t;---J \ ~ SIDE OF u.sT Of WT 12' SOUTH Of' TER Avt. 0 0 + '° ~ VI ...., z :::; :c u i 0 co + 0 ~ ~ VI ...., z :::; STA lti+II.M H 69-'21!)8.611 [ 236541 1.87 INSTALL: I -8" 22.!I" OENO [NO BY OPEN CUT BEGIN 9Y OTHER THAN N T SI DEWALK CLO SED R!il-9 LAN~ASTER A VE (SH 180) {EXIST ASPHALT PYMJ) s1ocr~ ,i"fS£0 SIGr~ ~\'3"u~1·. E 236584&.'.lz IHSTM..l.: I -11• 11.25' BENO g + 0 ~ ~ VI ...., z :::; CITY OF f'OR T WORTH WAT ER MN' NO . 2084-364 1, 2090-384 \8')0~Q"1- \ REMO\IE a: W.VAGE ' EXIST GATE VALVC 1 -1£ VAi..¥£ &. 80lll 1 -e·x r REDUCCR 1-8" MJ SOU) Sl[EV( 10 lf B" WATtR PIPE W*5,W::/rl 1&,Nj,@)%11 f:,:-:.-,-.:,::1 LEGEND CONCRElt l'AVEM[HT REPAIII PER nc. 2000-2 HWAC PAV(M(tff REPAIR PER flC 2000-lA CONCRCT[ SIO[WIJJ( REPAIR WATER ltolETER .t BOit (CLASS A) WATER I.OER • eox (CLASS C) PROPOSED CAT[ VAL.VE PROPOSED FIRE HYDRANT WATER METER HUM9EA PROP Wl INSIDE TXOOT ROW PROP WL OUTSIDE Tll:oo r ROW TXOOT ROW DIST WL Tl€lOCMION~OIW:NSIONSO,[XIS1M:UTl,ITIC$Sl«>'ll'H OH TH£ PI.NiS Nit: N'PM:o.JAT( N() W[R( OBT "'*'.0 FMlt,I UTUTT COl,IP,,_S M:COAOS. IT IS CDNTll-'ClOlt'I IOI.( IIC5l'tlNSIIIII.ITI" TO YlltFT LOC4l0H, ~TH N10 OlrilUiSIO!t OF Ol'STI«. UT UTIES PIIIOII to COHSlfflJCn:wt. i=: ~t:t"~is, ~c~rn~INfJ'°"· [)(CAVAT!Off IN TIIS M(A, ~ ·-· =W~:+&rJl:H~~ ~~~ AVE. N • 6951982.04 ( • 2356191.20 El • 590.92 •-• ~[ t~~;f:~;~rr~ N • 69:1207.17 E • 2365822.62 n .. 587.92 ~ ~ C'll'20-X> ,r 11 ,r <>!fl t" w CW2C>-IP ::;r~;:· \ \ -·\ \ \ \ ' \ I ' , _____ .L _ 120 PROPO'S EO WATER LINE \ \ -------·· ··············································································· ......... : ................. : <> <> 0, ! <> "' <> ¢ ,() .c,. • ·-·------. LANCASTER AVE (SH 180) jw ··-----------------------------------------------------------------·-··3 !i I TRAFFIC CONTROL TO BE IN ACCORO.-NCE WITH TXOOT STANDARDS TOP(l-1) 98 ANO TCP(l-2) 98 \ ~\ CW2D·~ ~------! ,r•••· .. ,,~ • ·····~·························~······· ••••••••••••••• <> :····~t··········~···························· ¢ i JJi __________ ~----··-··-··-··-··-··-··-··-··-··--·~--LANCASTER AVE. (SH _ 180) -~-----·-··-··--··-··-··-··-··-··-··-··--·~---··-!-··-·· l-'><'-+--------+--lf-----11 ~ ~j +· I ...,00 lllll< I l;[.,~~RJ,.~:J~·, TEXAS ~ ., I 02D·2• ~ 'i ..-JC w wArlCHtRit~tTl'o'b\ ~ttf~ ~E~~~~E~ENT ; ~ TRAff"IC CONTROL PL AN ~ j ""' r1Dft@§i!iiii~AN~~i:;:_::S::T£::;R:--"A':;~::::.,:;~-;';;;;;;_;';~;";_';:~V;;;,.;-,,:~;;-,-Ji ~:, ,. . ... ""''" ~ "" ""'' """'" ... "'" i s2&------------------------------------------------------------------....1.~;..·;..~.,;,~;..i_~•;._.J.,_"t"'::;"'::;."....1.•_·""'....1_'_·"_·_·_·"-'.1.';.;.;"'_.:..;,'..J1 i