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HomeMy WebLinkAboutContract 34051 . . . r-IL SP1+ C]FICATIONS AND CONTRACT DOCUMENTS FOR R THE CONSTRUCTION OF REPLACEMI'l. N"T to serge BA Y Lo R A LL SAIN,,rs F'.1) 1i AL CEETT R L 1' 11 , 11 LOC K I ref the ALL SAINT Water Pmjtcl No. 11264-609170045783 Sewer Project leo, 1'""74-7091'70!)45783 Cily Prckjecl No. 00457 DOE Pru•jcd Nip. 5374 Mich ad 1, _N1,011crier R' fi��3ti ��11 IN-layn-F Cily NIV1.1ae'r A. Douglas Radmakior. P-r-_ L)irLr.tm% Dcparrmcni ol' Erngm _niaxmLL� S. I-rank r `rl.im I), 1' V. obert D_ Gocdc. 11 F DIrcci,ia 'Vr+rra,spoi'Iatxbst aid Pu111ic Work-, I I ri'jarll w:'-si I Prepared for OO()Kimley 0 � .1E IFCsn TAT and Associates, Inc. ...,� ,oi� BTS 16 V WWW41CF,wKetarg or= Print M&C COUNCIL ACTION: Approved on 9/26/2006 DATE: 9/26/2006 REFERENCE NO.: C-21738 LOG NAME: 30BAYLORWJS(2) CODE: C TYPE: NON-CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of Contract to William J. Schultz, Inc., d/b/a Circle "C" Construction Company for Water and Sanitary Sewer Main Replacement to Serve Baylor All Saints Medical Center Lot 1 R, Block 1 of the All Saints Episcopal Hospital Addition (City Project No. 00457) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction, Company in the amount of$1,880,035.00 for Water and Sanitary Sewer Main Replacements to serve Baylor All Saints Medical Center Lot 1 R, Block 1 of the All Saints Episcopal Hospital Addition. DISCUSSION: On April 30, 2002, (M&C C-19071) the City Council authorized an engineering agreement with Kimley Horn &Associates, Inc., for Medical District Water Distribution System Improvements. The agreement provided for the following: Evaluation of and recommendations for the necessary improvements to be made to the existing water and sanitary sewer distribution system within the medical district area and the preparations of plans and specifications for the selected water and sewer mains-to be replaced. On August 8, 2006, (M&C C-21612) the City Council authorized a Community Facilities Agreement with Baylor All Saints Medical Center(BASMC) to install these off-site water improvements to serve the All Saints Episcopal Hospital Addition, Lot 1 R, Block 1 (The Women's Hospital Medical Office Building and Parking .Garage), a new development in central Fort Worth. As stipulated in the Community Facilities Agreement, Baylor All Saints Medical Center(BASMC) has deposited $462,800 (Construction; $449,000. Inspection; $13,800) with the City for its cost sharing of the necessary water main improvements to serve the All Saints Episcopal Hospital Addition, Lot 1 R, Block 1. The project was advertised for bid in the Commercial Recorder on June 22 and 29, 2006. On July 13, 2006, the following bids were received: Bidder Amount Time of Completion William J. Schultz, Inc. dba 180 Calendar Days Circle "C" Construction Company $1,880,035.00 Cleburne Utility Construction, Inc. $2,230,102.00 Jackson Construction, Inc. $2,949,410.00 AUI Contractors, L.P. $2,949,410.00 All disturbed segments of roadway paving will be permanently repaired after the proposed improvements are complete. This project is located in COUNCIL DISTRICT 9, Mapsco 76L. William J. Schultz, Inc., d/b/a Circle "C" Construction Company is in compliance with the City's M/WBE Ordinance by committing to 22 percent M/WBE participation. The City's goal on this project is 22 percent. In addition to the contract cost, $115,890 (water: $106,055; sewer: $9,835) is required for inspection, survey and project management, and $58,787 (water: $52,823; sewer$5,964) is provided for project contingencies. FISCAL INFORMATIONICERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Water and Sewer Capital Projects Fund. TO Fund/Account/Centers FROM Fund/AccountlCenters P264 541200 609170045783 $1.760,755.00 P274 541200 709170045783 $119,280.00 Submitted for City.Manager's Office by: Marc A.Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Liam Conlon (6824) ATTACHMENTS TABLE OF CONTENTS r' Part Notice to Bidders A Comprehensive Notice to Bidders A Special Instructions to Bidders A Minority and Women Business Enterprises Specifications B Proposal B General Conditions C Supplementary Conditions to Part C C 1 Special Conditions D Additional Special Conditions DA Special Specifications E ( Certificate of Insurance F Contractor Compliance with Worker's Compensation Law F Vendor Compliance to State Law F Maintenance,Payment and Performance Bonds F Contract G Pavement Cores and Geotechnical Bores Appendix A t PART A PART A-NOTICE TO BIDDERS Sealed proposals for the following: FOR: Fort Worth Water& Sanitary Sewer Main Replacement to serve Baylor All Saints Medical Center Lot 1R,Block 1 of the All Saints Episcopal Hospital Addition City Project No. 00457, DOE Project No. 5374, Water Project No. P264-609170045783,Sewer Project No. P274-709170045783 Addressed to Mr.Charles Boswell,City manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m., Thursday, July 13, 2006, 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 at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas. A sixty dollar($60.00)non-refundable fee is required for each set of plans and documents. These documents contain additional information for prospective bidders. Please note that plans will be available for pick up on Tuesday,June 27, 2006. The major work will consist of the following: 2,275 LF 16"Water Line,2,240 LF 12"Water Line,and 300 LF of 6,8",and 12"Sanitary Sewer Line i The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of ninety(90)days from the date bids are opened. For additional information,please contact Mr. Liam Conlon, Project Manager, City of Fort Worth— Department of Engineering at(817)392-6824 or Ms. Jenifer Tatum,P.E.,Project Manager,Kimley- Horn and Associates, Inc., at(817) 335-6511. Advertising Dates: June 22,2006 June 29,2006 Fort Worth,Texas PART A—COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: Fort Worth Water&Sanitary Sewer Main Replacement to serve Baylor All Saints Medical Center Lot 1R,Block I of the All Saints Episcopal Hospital Addition City Project No.00457,DOE Project No.5374, Water Project No.P264-609170045783,Sewer Project No.P274-709170045783 Addressed to Mr.Charles Boswell,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m.,Thursday,July 13,2006 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers, Pian, General Contract Documents and Specifications for this project may be obtained at the office the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas. A sixty dollar($60.00)non-refundable fee is required for each set of plans and documents. These documents contain additional information for prospective bidders. Please note that plans will be available for pick up on Tuesday,June 27,2006. All Bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes"of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security is required in accordance with paragraph 2 of the Special Instructions to Bidders. The major work will consist of the following: 2,275 LF 16"Water Line,2,240 LF 12"Water Line,and 300 LF of 6,8",and 12"Sanitary Sewer Line Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF CONTRACT: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 investigation 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 PROPOSAL form(s). Bidders must also acknowledge receipt of the Addendum on the outside of their bid envelope. 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 be contacting the City of Fort Worth Department of Engineering at (817)392-7941. Bidders 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 specifications 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 Business Enterprise section for submittal within the time- line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. r 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 WAIVER 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 S:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Bidders are advised that the City of Fort Worth has not acquired all necessary permits for the construction of the project shown in the Pians. Bidders are hereby notified that the City anticipates obtaining the necessary permits by the start of construction. In the even the necessary permits are not obtained,the City reserves the right to cancel the award of the contract at any time before the Contractor begins any construction work on the project. In addition,Bidders shall bold their unit prices until the City has obtained all permits. The Contractor shall be prepared to commence construction without all executed permits and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not required permits. The managing department for this project is the Department of Engineering. For additional information, please contact Mr. Liam Conlon, Project Manager, City of Fort Worth Department of Engineering at(817)392-6824 or Ms.Jenifer Tatum,P.E.,Project Manager,Kinsey-Hom and Associates, Inc., at(817)335-6511. CHARLES BOSWELL MARTY HENDRIX CITY MANAGER CITY SECRETARY Bny u y- Tony Sholola,P.E.. Engineering Manager, Department of Engineering Advertising Dates: June 22,2006 June 29,2006 Fort Worth,Texas SPECIAL INSTRUCTIONS TO BIDDERS 1) PREQUALIFICATION 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. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened,and if inadvertently opened,shall not be considered. g) The City will attempt to notify 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(10)days after the contract has been awarded To be an acceptable surety on the bid bond,the surety must be authorized to do business in the state of Texas. In addition, the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or(2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion,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. t 4. WAGE RATES: 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 Port 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 D-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. i 7. NONRESIDENT BIDDERS: Pursuant to Article 601 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 privileges of their employment,discriminate against persons because of their age except on the bases of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members, agents,employees, subcontractors,program participants,or persons acting on their behalf, shall specify,in solicitations or 06/04/03 advertisements for employees to work on this contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend,indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"),Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability,terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA'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 WAIVER 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 of not 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. t d. The warranty period shall begin as of the date that the final punch list has been completed. 06/04/03 e. Sills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due t 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. t 06/04/03 �'� �f _ City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDER APPLICATION OF POLICY If the total dollar value of the contract is $25.000 or more, the MlWBE guaI is appticabla_ Jf the total dollar value of the coniraat is loss If1an $25,000, the UWBE goaf is not aeplicRble_ POLI; STATEMENT It is the policy of the City of Fort Worth Io ensure the full and equitable.participation by MInarfty and Womerk Business Enterpfisos (MJWBE) in the procurerrrer}t of all goads and services to the City an a contractual basis. All requirements and ragulstions stated in the City's current Minority and Women BLi5iness Enterprise ordinance apply to this bid, MBE PRC)J;CT COALS 'The Olty-s MW ti=.goal on Ails �roject-ls_22, % of the total bid (Base birf applied to ParPm and Gontm afty Servfce5} COMPLIANCE TO BID SPECIFICATIONS On City mntrauis of$25,004 or more, bidders are requkred to comply with the Intent Gf the City's MANSE Ordinance by el(her of the tollta lrig: 1. Meet or exceed'the above stated Mflf aE goal, or 2. Gond Falth Effort documentation, OT; 3. Walive r documentation, or; 4. JoIrit denture, SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must b-e received by tho Managing DepartmQnt. w,,thin tt» following tlrnos allocated, fn or-dei. for the entire bid to be considerer) respofr5lve to the 5peClfCatioris f 111. 0frern -1-ia11 �10ivc-r Ilse NMVk1BE r oxamIeniakon In:pertiorr to the apr,1diirIzir(� r, 11p1r}Vee ul the rrlaaiagiru depam r ent rinj abt31 11: dataftirs � eip ct -`3U -h �iiGFI�}; -1IfaI1 l�e-I1.0 0 6 t ..,gt_aII&(�-=tp ;B -QVL?d 11,x: 601.3LJMd!1�a41bl)_ih l m.Iimc aiji?cA Faxed dbpr wlll 41Gi be :it �cl�letl_ 1. 5 u4co n tractor U filizatilan Farm, It goal Is recelved by 5;04 p.m., five (5} City business days after tate bid met or exceeded; opening date, exclusive of Ilia bid opening date_ 2. Good Faith Effort and Subuontrakctor recelved by 5:44 p.m., fiVe (5) .City business clays after the bid Utilization Form, if participaflion Is less than opening date. exclirslve of the Old opening date_ stated goaf: 3. Good Faith Effort and Subcontractor received by 5:04 P_m_r five (5) City busirre s days-after the bid _Utilization Farm, It no WWSE participation. opening datd, exclusive of lhB bac)o erifg date_ 4. Prime Contractor Waiver Form, if you will received by 5:00 p-m„ five (5) CJty business days after the bid _perform all subcontracting1auFp4or work' Opening date, excliislve of the bid opening date 5, Joint Vonture Form, if utiiize'a joint venture received by 5:40 p-m,, five (5) City buslnesS days attet the told to met or exceed goai. opariing dale, exciu�lvs of the bld opening date FAILURE TO COMPLY WITH THE CITY'S J4IIW13E ORDINANCE, WILL RESULT IN THE Bib BEING CONSIDERED N0N-RESPONS EVH TO 3 P EC I FI CATIONS Any questions, please coritact fire MIVVBE Office at (897) 382-0104. Rev, 11111105 ATTACHMENT IA -Page 1 of's FORT NORTH City of FortWorth 07-20-06 P01 : 17 IN Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime WILLIAM J.SCHULTZ,INC.DBA CIRCLE C CONSTRUCTION PROJECT NAME: I MIwIDBE X NON-MMI/DBE WATER& SEWER MAIN REPLACEMENT To SERVE BAYLOR ALL SAINTS MEDICAL CENTER BID DATE PROJECT NO.WATER P264-609170045783 SEWER P274-709170045783 7113106 City's MIWBE Project Goal: Prime's MIWBE Project Utilization: PROJECT NUMBER 22 % 22% DOE#5374 Identif-, all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening-date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formai agreement with the MMIBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andlor knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the Lid being considered non-responsive to bid specifications MIWBEs 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 15`tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL IIf/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 bonafde minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business 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 MIWBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MIWBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full MIWBE 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.5130103 ATTACHMENT fA FORT WORTH 07-20-06 PO3 : 17 [ N Page 2 ofd' 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) o SUBCONTRACTOR/SUPPLIER T n Company Name ; N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B g T D W E E R O B C T E A TEXAS WATER PROD. 1 X SUPPLYING PIPE & $ 194,111.00 5820 E. BERRY MATERIAL RELATED FORT WORTH, TX PRODUCTS 76119 RICOCHET FUEL DIST. 1 X SUPPLYING FUEL, OIL, & $ 134,803.00 1101-A BEDFORD RD. MATERIAL HYD. FLUID BEDFORD, TX 76002 M & M CONSTRUCTION 1 X X SUPPLYING ROCK/SAND $ 36,550.00 9725 SALORN DR. MATERIAL ASPHALT CROWLEY, TX. 76703 MATERIAL HAULING AND $ 30,000.00 HAUL OFF LATTIMORE MATERIAL 1 X SUPPLYING CONCRETE $ 20,000.00 P.O. BOX 556 MATERIAL MCKINNEY, TX 75070 REDI MIX CONCRETE 1 X SUPPLYING CONCRETE $ 20,000.00 P.O. BOX 1101 A MATERIAL BEDFORD RD. CARROLLTON, TX. TARRANT CONCRETE 1 SUPPLY CONCRETE $ 25,000.00 P.O. BOX 6194 X MATERIAL FORT WORTH, TX 76115 Rev.5130103 ATTACHMENT IA FOR_ _T TWORT�OI�TH Page 3 of-5 ` 07-20-06 P01 : 17 ! N Primes are required to identify ALL subcontractorslsuppiiers, regardless of status; i.e., Minority,Women and non-M1WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N ° SUBCONTRACTORISUPPLIER T (check ona) n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount TelephonefFax r B B R o B E E C T E A CHEM-CAN 1 SANITATION POTTIES $ 750.00 P.O. BOX 434 ARLINGTON, TX 76004 AMERICAN 1 X SUPPLYING BARRICADES $ 10,000.00 BARRIACES, INC. MATERIAL 107 ENON AVE. EVERMAN, TX. 76140 RENTAL SERVICE 1 RENTAL EQUIPMENT $ 25,000.00 CORP. RENTAL P.O. BOX 840514 DALLAS, TX. 75284 UNTIED RENTAL INC. 1 X RENTAL EQUIPMENT $ 25,000.00 3120 SPUR 482 RENTAL SUITE B IRVING, TX. 75062 JOHN A. MILLER & 1 XiNSURANCE BONDING, $ 47,000.00 ASSOC. P.O. BOX 7214 FT. WORTH, TX. 7611 AMERICAN DUCTILE 1 X SUPPLY PIPE & $ 145,286.00 IRON PIPE MATERIAL RELATED 17950 PRESTON RD. PRODUCTS SUITE 990 DALLAS TX 75252 Rev.5130103 FORT WORTH ATTACHMENT 1A 07-20-06 P01 : 17 IN -Page VOf� Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-MNVBEs. Please list MNVBE firms first, use additional sheets if necessary. Certification N (check one) O SUBCONTRACTORISUPPLIER T n Company Name i N T detail Detail Address a m W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Pax r B B T D Vy E E R O B C T E A HOME DEPOT Y SUPPLING MISC. JOB $ 10,000.00 DEPT 32-2502076678 MATERIAL RELATED PRO. P.O. BOX 6031 THE LAKES, NV. 88901 TREN TECH CO. Y TRENCH SITE SPECIFIC $ 5,000.00 828 HOWELL DR. SYSTEM TRENCH COPPELL, TX 75019 SALETY M. J. PIPELINE 1 X LINE TV $ 500.00 INSPECTION, INC INSPECTION P.O. BOX 851 GRANBURY,TX 76048 CLS SERVICES & Y COATING MH INTERIOR MH $ 7,500.00 SUPPLY COATING 726 S. SHERMAN ST. RICHARDSON, TX. 75081 1 $ 1 $ Rev.5/30103 ATTACHMENT 1A FORTWVORTH Page 4 ofs 07-20-06 P01c17 IN Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 395,464.00 Total Dollar Amount of Non-MM1BE Subcontractors/Suppliers $ 318,036.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 713,350.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of ChangelAddifion. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed 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 Offeror 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 Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create 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. Carol J. Schultz Authorized Signature Printed Signature — Vice-President Title Contact Name[Title(if different) Circle C Construction Co. 817-293-1863 FAX 817-293-1957 Company Name Telephone and/or Fax P.Q.BOX40328 Address E-mail Address FORT WORTH,TX.76140 SftAiffi r1)aa Cky/State/Zip Date Rev.5139143 AFFA HMENT iS FORT WORTH Papa 1 nF� City of Fort Worth Prime Contractor 1 aivl~r Form PRIME COMPANY NAME- Chock applicable blank to describe rTm$ �JIf4yIABE NON-MAVDBE PROJECT NAME: ISI D DATE Ity's N7AVDIc Project Goal: PRGJECT NUM 9ER �f0 if both anSWers to this form are: YES, do not complete ATTAG HMENT 1C(Goad Faith EffaTt Fofm), All questions on this form most be cornpleted and a detailed expianation provided, If applicable, If the answer to either qui-'.5#son is NO, there you must rompiete ATTACHMENT IC This farm is only applicable If bDJh answers are yes, facture to complete this fartn in its entirety and tee received by the Manag inq Department On or before 6-00 p.m., five t51 Cfty business days after bici o.D U~ Jn , exeIu;sive of the laid opc,niPig da to, wit# result In the bid being considered ilan-responsive to bid specifications. Will you perform this entire contract without subcontractaors? YES 1f yes, please pravido a detallad explanation that proves fused on the size' and scope of this project, N0 this is our nurnnal business practice and provide an a erationa.1 profile of your business Will you per€aanxl this entire contract without suppliers? YES if yes, please provide a detailed explanation that proves based an the sizd"and supe of Lhis project, — thIs Is-your normal buslnes§practice and provide an invantbry profile of your business. NO The bidder further agneas to provide., directly to Eho City upa rl T>aVost, complete and acctjfnte information reparding actual work performed by all subcontraetcrs, including MMSE(s) on this contract, the payment therefore and any proposed changes to the ofiginal MANBE(s) arrangements submitted with this blcf_ The bidder also agraes to al[ow an audit ondlor examination of any hooks, ren-orris and files Held by their company oral will substantiV1JIiate the actual woTk performed by the V B E s D this con Iracl, by an authorized officer lo employee of the City. Any intentional andOr knowing misrepresentatlan of facts will be grounds for termirrating the contract or dabarment from City work for a period of not less than throe (3) years and for Initiating action urtder Fudera1. State or Local laws concemmg false statements. Any failure to comply with this ordinance creates a material hreach of corltfact may result in a determination of are ifresponsibte clferar and Furred from participafing In City work for a period of time not less than one ear, Aul#iarlzpd Signetur# Prir,ted 5igpialkim Tltly Gon1&01 NUMB(If CriftWent) Company#dame Phena Number Fax Number Address. Emall Address chyfstote0p Date Rev, V30193 ATTACHMENT t Page I of 3 FORT WORT H Cit} of Fort Worth Good Faith Effort Forin PiiMEbM—P—AN Y—HA ME° Cheak applicepble htark to d#sFrkbe flume FPROJECTNAME: T4V1N�aE E NON-MMIDDE BID GATE Clty't NTIWDE Ptoler;t Goal, PROJECT NUMBER — — If you have talked to secure I14MSE partldpation arm you have subcontracting andior auppller opportunities or it your USE participation is toss khan the City's proIeat goal, y0U MUSt COMPlete this form. If the bidder's method of compliance with the INIMBE goal is baser/ 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, I thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowiing Ixtlsrepreselnt�tion the facets or intentiolial dIserimination by the bidder. Failure to complMe this form, in its entirety with supporting documentation, and recelved by the Managing Department on or before 5:00 p.rn. five (5) City business clays after bid opening, exclusive of bid opail Ing date, will resuk In the bid being conside€ed nor-responsive to bid specifications. 1-) # tease fist each and every subcantracting andlor supplier opportunity) for the completion of this Project, regardless of whether it is to be provjded by a MfwBE or non-MMSE. 00 NOT LIST NAMES OFOF� On Combined Projects, list each subcontracting and or supplier opportunity through the (Use additional sheets, /f necessary) List of Subcontrac:ting Opportunities List of Supplier 0pporttlnWes i Rev. 0613V03 ATTACHMENT 1C Page Z of 3 2.) 0bta€n a current�not more than three (3) months old from the bald oxen date) list of MIWBE subcontractors andfor suppliers from the City's WWBE Office. Yes Date of Listing ! ! No 3.} Old you solicit bias from IVINVI3E firms, within the subcontracting andlor supplier areas previously listed, at least ton calendar days prior to bid opening by mall, exclusive of the day the bid$ are operiod7 Yes (If yes,attach MAVBE fnaii Iisting to include name o firm Finck address chid a dated copy of Pottar mailed.) No 4.) Did you soiicif bids from MIVVBE firms. within the subcontracting aindfor supplier areas previously listed, at least ten calendar stays prior (o bid opening by telephone, exclusive of the day the bids ars opened? Yes IIf yes.attai.h list In inClud a Ilakno at PAMBE firm, eR rson rontaatad,{phone number anti date and time of Contact No NOTE: A facsirnlle may be used to comply with either 3 or 4, but may not be lyse€# for both- If a facsimile is used. attach the fax confirmation, winch is to prov3d� MI SE name, date, tine, fax number and documentation faxed. NOTE, If the list of MfWl3Es for a particular subcontractingisupplier opportunity is ton (70} or less, the bidder must contact the entire list to ba in cotrtpliancs with questions 3 and 4. If the list of MfWBEs for a particular suboontractingfsuppller opportunity is ten (90) a more, the badder mast cantata at least iwa- thirds (V3) of the list within such area of opportunity, but not less than tell to be in compllalice with questions 3 and 4. 5.) Did you provide ptans and specifications to potontial MIVVBEs or information regarding the location of plans and specifications to order to assist (lie MIVVBEs7 _Yes No 6,) Su13rnit daciimon tatioii if M=13 tluotes were rejected, The documentation srtbrnitted should be in the forms of an affidavit, include a detailed explanation of why the MiWBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, tiro I)idder will provide for Confidential ire-carnera access to and inspection of any relevant documentation by City personm�,L (Please use adnrifionW sheets, ifPec essa g, and aff'ac�, Company Name Telephone Contact Person Scope of Work reason for Rejection ROVr 05130103 ATTACH iMENT 'IC Page 3 of 3 ADDMONAL INFORMATION. Phase provide additional information you feel will further uxplatn your gond and honest efforts to obtain MI VBE participation oil tins project. The bidder further agrees to provide, directly to the Oily upon reqs€est, corrrplete and accurate information regarding actual work performed on this contract, the payment thereof and any }proposed changes to the original arrangements submitted with this hid, The bidder also agrees to allow an audit andfor examination of any books, records and files hold by their company that will SUbstantiate the actual work performed on this contract, by ars authorized officer or employee of the City. AI?y intontional andlor knowing misrepresentation of facts will be grounds for torminating the contract or debarment from City work for a period of not less than three (3) gears acid for initiating action udder Federal, State orLocal laws concerning false statements. Any failure to comply with this ordinance and creates a material preach of contract may result in a determination of an irresponsible offeror and barred from participating iii City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the Ih IVVBE(s) listed w ast ere contacted in goat[ faith. it is undarstood that any M BE(s) listed ill Attachment 1C will be contacted acrid the reasons for not using them will be verified by the City's hlIOBE Office. Authorized Signature Printed Signature J Title Contact Name and Tale (if different Comparly Name Phone Number Fax Number Adidress Ernail Address Cityf taterZIP Date Rev. D5MV03 Jojnt Venture Fuge 1 at a FORTWORTH UTY OF FORT WORTH ,point Venture Efigibil& Form A ff quesfinrrs worse be atallicomik use"NA Nime of City jwi jeel: A julrrL uenium fbrrE1 111051 be corFrpluod on tall PM00 + 7 + RrT/Bid1Ptirchas3ng Number: L .Toin! Joint Vcntum iflllc. lohd Venture Addre:;s: t'ff a�f�fa'rvrh�e� Tele�+hon raosindlo, E-mail address; COUNT-, [I Mify the Firms. that comprise the joint uenture: Flus&a:rllash extra sfieel�i d Oddd PnW sp190e!4 mq!O ed to Prov dclaAid wrplafrafbns al wohr ro bo por-Immud by paulp rim?cry Ptfffq.v Me PIN ver:we 1111 BE llrm 1+lurp-114,11AVUE iknme: firm rxntlk ]3u%i ncss I4cEdreSs; Bl�slness A,idr ss_ [:I Gy,Serle;'Lip; Clty.SILIIe"ZIP To3aplEExno F�es�mi3e �-rnml ���etr�nc FaGsfmilc f.;Fkku Ler Gal lulnr Certification Status: Errnal!address Nitmeof Cori IryIng Agency: 2. scope or work perrormcd by I h v Joltyt VenM re: Dwri#e t14e scope of work of 4lie MfWBEs Describe Clio scope of work of the naap-MIWBE: Rev. 5f3= Jain[Ventufa Fa1]e 2 of 3 3. NAI hfit is the fiereentage of 1lfWBE pnrficipation an Ileus joins venture ihaI you wilt to he counted fu3sard iaeeiing the project gual? 4. AINi4h a co" of the joint vent llre-3i9rmnlellt. S. List ewnpGnenls of6-wnership 0(joint venture: (Du nxN cwq?iot�lflkv*ei wjr lWx is rlrsrrr`bed t+l jgdf f WidilP6 dgJnMrtnO PTof1I earl 10�5 shnring: Capital conHbijdolfs, hicludIng equlpn�ent� [}Ther applicable ownership Jntetest_s; 6. Identify by nanw, i-nce,seic and firm dose individuals (with ritlris)who are re.%powflble for the def -to-day rnnnagernent 11ntl deeisinn mulcinIgo of the joint ve'n(Ti re. Financial decisions [to rawhide ACCO.U.ni-FnyabJC aad ke clIV I# N1Fk xngcrnmni dec�slons: u, 1°stLrrf<iii�g - -------------------------------------------- b, Maketing and Sall" - - e. Hiring and Firi ng.of managem unt persorufel d, Purchasing of major eluipn7ont andlor supplies SuparyWort of field oporationn TheCity's Milnof ityr and Women Business Enterprise Office will review your joint venture SUbmPSSion and will have flnaI approval of the MAMBE Percentage applied toward the goal for the project listen ort this form- NOTE, From and after the dale of'project award. if any of the participants, the inctMdually deflned scopes of work or the dollar amountaipe�rcenlages change [torn the originally approved information, then the psrllcipants must irffarm the City'a lUIWBE office immedlately for approval- Any tinjustified change or deletbrt shall lay a inatedal broach of cvrlFaCt ; rnd may result In debarment Iii a=rd with the pracodures outilned in the City's fo VBE Ordinance- Rev 5f LV0 J 01111 Verdure Pa n 3 Df 3 A.FFMAvrr The undersigned affirms that the Furegning qatcmanU are true Aird and iii ciude all material infomlaIion necessary Ri identify alid explaili the terms and operation of the juiat venture. Furtliermom the 17ii&� igflCd .9balI a�gce, to provide to .the joint venture the staIud scope of work, deoision-M.9kiFig respQnsihiiities and payment q. herein, TIW City disco reserves the righf to rcqu st any additiuml in formation'deemed rleamsaty to ddWrmine if=the joint veriri wrz is eligible, Fai hi iv ivs coup rata andlbr provider eluv�t information with in the time specified i;r groun(k fbr lemiination Q Lhe eligibility prc)cess. The undcrsignod agree IQ permit aud its,-inwrvims with owners slid examination of the lis oke , ircnrds and files of 11le joint venture by rsny authorized represenatives afthe City of Tort Worth. Failure io comply with thi.9 }provision s'liall %eMi in the #ermination of any mntract, which may he a-.w irdcd under talc pi-ovisid s of this toint venture's eligibRily and may. Initiate action under I-Weril, State and/or Local lawslordinances concerning fake statamentF,or lviIIfu d ni isi-ep rewnrati wi of Fids. tame of Ml141i1:ilrm kam�of nan[ }V�+l+l:fi�n3 Pdmad Fume o f Owner Priii[Qd NiuTic of Qwnor Sigr LUMurowna $.34RiuLLfeuIOveller Printad Namc-0.f0V ;F t'rinird M.;Iwm nrQv ger sioriumorC] nrr SignmueKowner Talc Ti31c Dam Dale Notarization idle of r—ounfy of On this (NY cif 20 , before me appe.a red .and to me petsonally known and who, being duiy sworn, did excutlte the foregoing affidavit and did stiste that.they wore properly authariaed to execute this a[Ildevit a3id dirt so as their free act and deed. Dtury Public Frim Noamr Naar,y Public SlgnalWc Conimi"im l xpiri�s rrruj) Rev. MW2 PROPOSAL TO: Mr. Charles Boswell City Manager Fort Worth,Texas FOR: Fort Worth Water and Sanitary Sewer Main Replacements to serve Baylor All Saints Medical Center Lot 1R,Block I of the All Saints Episcopal Hospital Addition City Project No. 00457, DOE Project No. 5374, Water Project No.P264-609170045783, Sewer Project No. P274-709170045793 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 dobe, and hereby proposes to do all the work and furnish all labor, equipment an materials necessary to fully complete all the work as provided in the plans and specifications and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance , Maintenance Bond, and Payment Bond approved by the City of Fort Worth for performing and completing the construction work within the time stated and for the following sum,to-wit: SECTION A(Water Improvements) Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quanti Unit Price in Words Price Bid 1. 2,275 LF 16-inch Pressure Class 250 DI Water Pipe (All Depths) with Flowable Fill Backfill Type 2E,DA-I08,RE: 19/22 @ 00 0 Dollars And „v Cents Per Unit 2. 2,310 LF 12-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron Water Pipe (All Depths)with Flowable Fill Backfill Type 2E, DA-108, RE: awe Dollars And n a Cents Per Unit 3. 560 -LF 8-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron Water Pipe (All Depths)with Flowable Fill Backfill Type 2E, DA-108, RE: 19122 @ O/JP 4ndiPC/S/Ay � Dollars And „ Cents Per Unit B 1 Pay Estimated Unit Name of Pay)Stem with Unit Bid Amount Item Quantity Unit Price in Words Price Bid 4. 215 LF 6-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron Water Pipe(All Depths)with Flowable Fill Backfill Type 2E, DA-108, Re: 19122 Dollars And U Cents Per Unit 5. 15 LF 4-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron Water Pipe(All Depths)with Flowable Fill Backfill Type 2E, DA-108, Re: 19/22 @ O o aO Dollars And U Cents Per Unit 6. 7 EA 16-inch Resilient-Seated Gate Valve with Vault Re: L4//21 @ /7/!7� �loasand O / 0 �.vP `iuny�i�v� Dollars $ yT04 $ Cn�u �d And h u Cents Per Unit 7. . 16 EA 12-inch Gate Valve with Box Re: 3/20 @ one 7 4 v z sv-cl40 00 Dollars $1'0'!900 And D Cents Per Unit 8. 18 EA 8-inch Gate Valve with Box Re: 3/20 @ o�P ��iacrsav�� Dollars00 $ l®44 $loOl10--And l7y Cents Per Unit 9. 12 EA 6-inch Gate Valve with Box Re: 3120 @ Dollars $7Od d 6 $ 40 d d And 0 d Cents_ Per Unit 10. 25 EA Remove and Salvage Existing Gate Valve, D- 29, Re:: 29/22 @ til 1 Ae r� Dollars $ ©© b $75-bo And O Cents Per Unit 11. 2 EA 8-inch Cut-in Gate Valve,D-52.6 @ f{j�r,P ��o rrSC3n d�✓.����dr�dp0 Dollars $9,5-00 $ 7600 00 And o Cents Per Uniti B -2 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quanti Unit Price in Words Price Bid 12. 10 EA 6-inch Cut-in Gate Valve,D-52.6 @ �// 06 71iP� o�san Dollars And 1247 Cents Per Unit 13. 2 EA 4-inch Cut-in Gate Valve,D-52.6 @ Qa 00 �n 7�oeirsC�nCT�_ti�/r hrl� ®�DolIars $ And Cents Per Unit 14, 1 EA 30"x16"Tapping Sleeve and Valve @ 00 00 And "'J Cents Per Unit 15. 1 EA 2" Combination Air Release and Vacuum Valve with Vault Re. 16121 and 17122 @ go 1i. P Dollars And "0 Cents Per Unit 16. 11 EA Standard Fire Hydrant Re: 5121 @ © 0 o6 Ad" or/ Dollars $OeDo $ZZ&V And .076 Cents Per Unit 17. 45 VF Fire Hydrant Extension @ Q Dollars /3. 00 And D Cents Per Unit 18. 22 TN DI Pipe Fittings @ OC 66 5/ h DuSQ/�d fid e h �i !/ Dollars �S�L� $l��000 And a Cents Per Unit 19. 10 EA Remove and Salvage .Existing Fire Hydrant Per(Item D-29 @ Dollars $ DO a 0 And ";?o Cents. Per Unit B-3 Pay . Estimated Unit Name of Pay Item with Unit Bid Amount Item Quantity Unit Price in Words Price Bid 20. 10 EA Cut and Plug Existing Water Mains (at different locations other than proposed water line improvements)Per item D-29 @ as of� l ll $2000 . $Z�ad 7/�/O J��USL3rJ� Dollars And U Cents Per Unit 21. 5,360 LF Site Specific Trench Safety System Per Item D-26 @ 419 P Dollars $ DO 00 And P D Cents Per Unit 22. 100 SY Concrete Sidewalk and Driveway Repair Per Item D-20 @ � 00 o .7'0, 7C,,v-e Dollars- $ $ �� And n Cents Per Unit 23_ $ SY Concrete Valley Gutter Repair Per Item DA- 31 @ o D 41de Dollars And 2 b Cents Per Unit 24. 500 LF Concrete Curb and Gutter Repair Per Item DA-24 @ -Well? P/Q Dollars $ $ And Cents Per Unit 25. 9 SY 4-inch Standard Wheelchair Ramp Per Item: DA-33 @ Dollars And 22 D Cents Per Unit 26. 1,500 SY Concrete Pavement Repair Per Appendix A, D-25, Re: 2000-2/25 and 2000-4W/27 or 2000-4A/26 @ b 0 °� 7S�o Sfxhv Dollars Andy Cents Per Unit B -4 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quantity Unit Price in Words Price Bid 27. 100 CY Crushed Limestone for Miscellaneous Placement Per Item D-21 @ Dollars And �V Cents Per Unit 2$. 100 CY Class B (2500#) Concrete for Miscellaneous Placement Per Item D-21 @ Dollars $ And »O Cents Per Unit 29. 100 CY Class E (1500#) Concrete for Miscellaneous Placement Per Item D-21 @ e 0/2 P Dollars And Cents Per Unit 30, 5 EA Exploratory Excavation (D-Hole)Per Iters D- 51 @ qq / a ' $4/t Dollars �Sr00 Andy Cents Per Unit 31. 2,675 LF EW AC Pavement Repair Per Appendix A, D- 25 Re: 2000-1A/25 @ a .°. Dollars $3rd 'do $ QfdS'O And Cents Per Unit 32. 2,700 LF HMAC Surface with Concrete Base Pavement Repair per Appendix A, D-25, Re: 2000- 113/25@ d o /' "I $ y5" $ /Z/-5'o0 7� y /,v P Dollars And J10 Cents Per Unit 33. 35 LF Brick Pavement Repair Per Item DA-109, Appendix A,Re: 2000-3126 @ 00 1jqX21. fl y Dollars And 120 Cents Per Unit 34. 335 LF Topsoil and Hydromulching Per Item D-45 @ o� /`✓ Dollars $ Andy Cents Per Unit B - 5 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quantity Unit Price in Words Price Bid 35. 335 LF Topsoil and Sodding Per Item D-45 @ Dollars $ lD oG $ Sp And 11,20 Cents Per Unit 36. 335 LF Topsoil and Seeding Per Item D-45 @ f Dollars S p� And r2 D Cents Per Unit 37. 29 EA Class "A" Standard Meter Box Per Item D- 52.7,Re: 2a120 @ zt9 Dollars $ADO sDd And D Cents Per Unit 38. 11 EA Class "B" Standard Meter Box Per Item D- 52.7,Re: 2b/20 @ do Criv hun�Pt� '��� Dollars $ $ ZZS_O And "7 0 Cents Per Unit 39. 615 LF 1-inch Type K Copper Water Service Main to Meter Per Item D-52.7 @ Dollars $ 2. And Cents Per Unit 40, 100 LF Bore 1-inch Type K Copper Water Service Main to Meter Per Item D-52.7 @ 00 4 _ ry Dollars $ YD $ p40 And 40 Cents Per Unit 41. 45 LF 1'/Z-inch Type K Copper Water Service Main toMeterPer Item D-52.7 @ Dollars $ d d6 �Q ov And /.7 J Cents Per Unit 42. 50 LF Bore 1%z-inch Type K Copper Water Service Main to Meter Per Item D-52.7 @ nI $ Dollars And n _Cents Per Unit B -6 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quanti Unit Price in Words Price Bid 43. 120 LF 2-inch Type K Copper Water Service Main to Meter Per Item D-52.7 @ acc Q Dollars $ d `3 3�d And n U Cents Per Unit 44. 140 LF Bore 2-inch Type K Copper Water Service Main to Meter Per Item D-52.7 @ p C7 Gam.' i' Dollars And U Cents Per Unit 45. 29 EA 1-inch Service Tap to Main Per Item D-52.7 v�%x hrrri Dollars $ IZZ-6 And D Cents Per Unit 46. 3 EA 1%-inch Service Tap to Main Per Item D-52.7 @ `/ G PZ d�i�i��r�0/ Dollars $ �Dp�� $ 2/640 And �D Cents Per Unit 47. 8 EA 2" Service Tap to Main Per Item D-52.7 @ 00 �/,^�rs✓ Dollars $pop $�O' G And Ji O Cents Per Unit 48. 1 EA 6" Standard Turbine Meter Vault with Bypass Per Item DA-52, Re: 33124 @ 06 06 // $/,5000 $ xoao ' f��nho�•.�cf,c� Dollars And U Cents Per Unit 49, 1 EA 4" Standard Turbine Meter Vault with Bypass Per Item DA-52,Re; 33124 @ dnc�Dollars $/ZSDO And Cents Per Unit 50. 3 EA Relocate Existing Water Meter and Box Per Item D-52.7 @ Dollars $ Z00 00 $ X00 01) And Cents Per Unit B - 7 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quantity LUnit Price in Words Price Bid 5I. 5,350 LF 2-inch Main and Pittings for Temporary Water Service, D-52.8 @ Dollars And Cents Per Unit 52. 5 EA Remove and Salvage Existing Water Meter and Meter Box Per Item D-29 @ DU Dollars $ADO $ © O And Cents Per Unit 53. 1 EA Remove and Salvage Existing Water Vault and Lid Per Item D-29 @ And "2 ,0 Cents Per Unit 54. 5 EA Water Sampling Station Per Item DA-54, Re: 34B/24 @ / - o 60 /100 l un O!�r / Dollars $ 2�"D $ And D Cents Per Unit 55. 300 LF Additional Asphalt Pavement Repair Beyond Trench Width @ 00 Q ,d Dollars $ And iJ D Cents Per Unit 56. 35 LF Remove and Replace Existing 54-inch Storm Sewer Pipe Per Item DA-121 @ DD d 0 P-P Liun e%' Dollars And 120 Cents Per Unit 57. 15 LF Remove and Replace Existing 18-inch Storm Sewer Pipe Per Item DA-121 @ OCA e/91, f V mrd P Dollars ZT And 9 Cents Per Unit B - 8 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quanti Unit Price in Words Price Bid 58. 2 EA 5-Sided Type 4 Manhole and Connection to Existing Storm Drain Per Item DA-122, Re: SD-10125 @ d� o �r/ $!7000 $3a c0o /;,",I Tho u��n Dollars And rr v Cents Per Unit 59. 100 LF Potentially Petroleum Contaminated Material Handling Per Item DA-37 @ o� Dollars $J157 $3�000 And Cents Per Unit 60. 150 CY Loading, Transportation, and Disposal of Contaminated Soil Per Item DA-38 @ 00 °G _Dollars $ 7$ � And n v Cents Per Unit 00 SUBTOTAL—SECTION A (Water Improvements) B -9 SECTION B(Sewer Improvements) Pay Estimated I Unit Name of Pay Item with Unit Bid Amount Item Quantity Unit Price in Words Price Bid 1. 110 LF 6-inch PVC SDR-26 Sewer Pipe with Flowable Fill Backfill Type 2E, DA-108, RE: 19/22 @ 00 o Dollars And fi U Cents Per Unit 2. 140 LF 8-inch PVC SDR-26 Sewer Pipe with Flowable Fill Backfill Type 2E, DA-108, RE: 19/22 @ $ Ho 00 g�o00 pW f Dollars And o Cents Per Unit 3. 30 LF 12-inch PVC SDR-26 Sewer Pipe with Flowable Fill Backfill Type 2E,DA-108, RE: 19/22 @ Dp 00 I4sa $ys°Qa Ojne Dollars And Cents Per Unit 4. 60 LF 12-inch PVC SDR-26 Sewer Pipe Other Than Open-Cut, Including 20-inch Steel Casing Pipe Per Iters DA-6,7 @o $X700_ r� Dollars And h Cents Per Unit 5. 4 EA Standard 4' Diameter Sanitary Sewer Manhole Per Item D-27 @ 05 7wa �Le' 0,7el ������� Dollars $ �40 And 4 Cents Per Unit 6. 1 EA 4' Diameter Drop Sanitary Sewer Manhole Per Item D-27 @ «� the a snnr Dollars $340Q QDO And n D Cents Per Unit 7. 50 VF Interior Manhole Coating Per Item DA-14 or DA-15 @ 0 0o ZS'"�a v 174 //'i-e Dollars $ And Cents Per Unit B - 10 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quantity Unit Price in Words Price Bid 8. 5 EA Concrete Manhole Collar Per Item D-27 @ r/ Dollars And rJ 6 Cents Per Unit 9. 5 EA Watertight Manhole Insert Per Item D-27 @ D� 4 Dollars _And ny Cents. Per Unit 10. 5 EA Manhole Vacuum Testing Per Item D-36 @ DollarsDO o O $2D4 $/40D And O Cents Per Unit H. 2 EA Remove Existing Sanitary Sewer Manhole Per Item D-29 @ e f ,/z®.101� Dollars $ 00 $ lv4d And D Cents Per Unit 12, 5 EA Sanitary Sewer Cleanout @ p d jg!./r Dollars ao a $ 2.00 0-And rt O Cents Per Unit 13. 340 LF Pre-construction Closed Circuit Television Inspection of Sanitary Sewer Per Item D-35 @ OD 00 Dollars And D Cents Per Unit 14. 340 LF Post-Construction Closed Circuit Television Inspection of Sanitary Sewer Per Item D-38 i $ 3 °° $ loze Od Dollars And n U Cents Per Unit 15. 200 LF Concrete Encasement Per Item D-49 @ 6t Dollars $ SY 6ro $ ©� And Cents Per Unit B - 11 Pay Estimated Unit Name of Pay Item with Unit Bid Amount Item Quanti Unit Price in Words Price Bid 16. 10 SY Concrete Sidewalk and Driveway Repair Per Item D-20 @ ca G o G Dollars $6�S $SS4 And n 0 Cents Per Unit 17, 10 LF Replace Concrete Curb and Gutter Per Item DA-24 @ � � Dollars And v Cents Per Unit 18. 140 LF HMAC Pavement Repair Per Appendix A, D- 25 Re:2000-1A/25 @ oG o Dollars $do $ And Cents Per Unit 19. 200 LF 1 MAC Surface with Concrete Base Pavement Repair per Appendix A, D-25, Re: 2000- 1B/25@ $ ,a �G X00 & ,, Dollars { And '10 Cents Per Unit 20. 340 LF Trench Safety for trench>5' Per Item D-26 @ Dollars $ / $ And h U Cents Per Unit SUBTOTAL-SECTION B (Sewer Improvements) $ oG SUBTOTAL-SECTION A (Water Improvements) $ Z 74 07 5- S00 UBTOTAL-SECTION B (Sewer Improvements) $ TOTAL BID-SECTION A and SECTION B (Words and Numbers) ' / 'f '� DOLLARS CENTS $_ SS D 0.7.5- B - 12 S-B - 12 PROPOSAL--UNIT I List of Ductile Iron Fittings for Water Line: Quantity of Fittings Size of Fitting Type of Fitting Weight per Fitting Total Weight lbs. lbs. 5 16-inch x 16-inch Tee 161,5- 8 6/,5-8 16-inch x 8-inch Tee /9 8y 4 16-inch x 6-inch Tee 9/60 5 16-inch x 12-inch Reducer. 4 Z S 147 1 16-inch x 8-inch Reducer /3Z / 4 16-ineh 45°Bend o� 2 16-inch Plug 2 16-inch Solid Sleeve y 3 12-inch x 12-inch Tee YG f, � 8 12-inch x8-inch Tee /ZSO ZED 5 12-inch x 6-inch Tee S�! 1 12-inch x 10-inch Reducer o Z 2 12-inch x 8-inch Reducer 1 12-inch x 6-inch Reducer 95- 17 12-inch 45°Bend 1,71,7 71 Z 2 12-inch 11.25°Bend /�/o l 4 12-inch Plug z G$ Z6 3 12-inch Solid Sleeve erg' Z 2 10-inch Plug /00 '? 00 3 8-inch x 6-inch Tee 75— Z Z'5, 13 8-inch x 6-inch Reducer ,S 70Z 3 8-inch x 4-inch Reducer /7Z 22 8-inch 45°Bend 3/ 2 8-inch Plug 34 7Z 2 8-inch Solid Sleeve 5,3 o G 1 6-inch 90°Bend z/yr 2 6-inch 45°Bend 37 ZK 16 6-inch Plug 19 o Y 13 6-inch Solid Sleeve 39 1 4-inch 450 Bend / / 3 4-inch Solid Sleeve ZS Total Weight lbs. ( Tons) f B - 13 PROPOSAL MATERIAL SUPPLIER INFORMATION FORM DUCTILE IRON PIPE The ductile iron pipe and valve supplier information form bound with this project manual shall be provided by the Contractor at the time that bids were submitted. / LOX 1210n _ ,��141/ Leo yl Name of Manufacturer Type of Pipe Home Office Address of Manufacturer Location of plant in which pipe and fittings are to be manufactured PVC PIPE The PVC pipe and valve supplier information form bound with this project manual shall be provided by the Contractor at the time that bids were submitted. Name of Manufacturer Type of Pipe Home Office Address of Manufacturer Location of plant in which pipe and fittings are to be manufactured B - 14 PROPOSAL Within ten (10)days of notification by City,the undersigned will execute the formal contract and deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of$ 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 for the delay and additional work caused thereby. The undersigned bidder verified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, I978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing of referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance No. 7400. The bidder agrees to begin construction within 10 calendar days after issue of the work order,and to complete the contract within 180 calendar days as set forth in the written work order to be furnished by the Owner. The work order will be issued no later than 90 days after the award of the contract. A. The principal place of business of our company is in the State of Non-resident 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 , f attached. Non-resident bidders in the State of , our principal place of business, are not required to underbid resident bidders_ B. 1/ The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. I (initials) Addendum No.2 (initials) Addendum No. 3 (initials) Re�pectfulIy submitted r t C ns^fr c By: Name: Title: A"11''Pnr Address: P© f3O ©32 (SEAL) if Bidder is Corporation -4,10 Telephone: 9/T Z�,�- Date: - /.3 - 06 B - 15 STATEMENT OF MATERIALS AND OTHER CHARGES MATERIALS INCORPORATED INTO THE PROJECT $ ALL OTHER CHARGES $ *TOTAL $ *this total must agree with the total figure shown in Part B--Proposal, Total Amount Bid in the bound contract. For purposes of complying with the Texas Tax Code,the Contractor agrees that the charges for any material incorporated into the project in excess of the estimated quantity provided for herein will be no less than the invoice price for such material to the Contractor. NOTE: ONLY THE COPY OF T141S FORM ON THE BOUND CONTRACTS IS TO BE FILLED OUT. TOTAL UTILITIES $ WATER $ SEWER $ TOTAL $ i s B - 16 PART PART C - GENERAL CONDITION TABLE OF CONTENTS t NOVEMBER 1, 1987 TABLE OF CONTENTS DEFINTMONS C1-1 (1) Cit-1.1 Definition ofTemis C1-1 (1) Ci-i.2 Contract Documents Cl-1 (2) C 1-1.3 Notice to Bidders, CI-1 (2) C14A Proposal C1-1 (2) CI-1.5 Bidder CI-1 (2) C1-1.6 CiencraI Conditions C1-1 (2) C1-1.7 Special Conditions C1-1 (2) C1-1.8 Specifications 01-1 (2) CI-1.9 Bonds C1-1 (2) cl-1.1Cx Contract C1-1 (1) C1-1.1 X Plans Cl-1 (3) 014.12 City 01-1 (3) C1-1.13 City Councit CIA (3) C1-1.14 Mayor C1-1 3) C]-1.1.5 City Manager Cl-i (3) Ci-i.16 City Attomey 0-1 (3) C1-I.17 Director of Public Works Cl-1 (3 CI-1.18 Director, City Water Department CI-1 (3) C1-1.19 Engineer C1-1 (3) C 1-t.'2.0 Contracts CI-1 (3) C1-1.21 Sureties C1-1 (4) C 1-1.22 The Work or Project C1-1 (4) C1-1.23 Working Day C14 (4) C1-1.24 Calendar Days C1-1 (4) CI-1.25 Legal Holidays C1-1 (4) C1-L26 Alibreviationg C1-1 (4) C1-1,27 Change Order C.1-1 (5) C]-1.28 Paved Streets and Alleys C1-1 (5) C~1-1.23 Unpaved Streets or Alleys C1-1 (6) C1-1.30 01V Street t-1 ( C1-1.31 Roadway C1-1 (b) C1-1.32 Gravel street Ct-1 ( ) C2-2 UsITERPRETATION AND PREPARATION' CSF PROPOSAL C2-2.1 PloposalForrrn 2-2. (1) CZ-2.2 lmterpretafion of Quantities C2-2 (1) C2-2.3 Examinnation of Contract I)ocurnents and Site of Pr<)jct:t -2 (2) C2-2.4 Submitting of Proposal C'2-2 (2) C2-2.5 Dejection ofPwposals C2-2 (3) (1} C2-2,6 Bid Security C2-2 3) C2-2.7 Del ivery o#.Proposal C2-2 (3) C2-2.8 Withdrawing Proposals C2-2 (3) C2-2:9 Telegraphic 1Vlodlfications of Proposals -2 (3) Cz-Z.10 Public Opening of Proposal - (4) C;2-2.l 1 Irre filar Proposals C2-2 (4) C2-2.12 Di squall ficati on of Bidders C2, (4) C3-3 AWARD AND EXECUTICN OF DOCUMENTS. C3-3.1 Consideration of propos* C3-3 (l) 0-12 Minority Business EnterpriselWomen Businm C3-3 (1) Enterprise: Conipliaace C3-3.3 Equal Employment Provisions C3-3 (1) 0-3.4 Witbdr'awal ofIroposals C3-3 (1) 3-3.5 award of Contract C3-3 (2) C3-3.5 Return of Proposal Securities 0-3 (2) C3-3.7 Boads 0-3 (2) 03-3.8 Execution of Coutma C3-3 (3) C3-3.9 Failure to Execute Centnxt C3-:3 (3) C-3-110 Beginning Work C3-3 (4) 0-3.11 ]nsuranci: CM (4) 3-3.12 C otaractor's Obligations Q3-3 (6) C3-3.13 Meekly Payrolls M-3 (6) 3-3.14 Contractor's Contract Admi.nistratinn C3-:3 (6) C3-3,15 virnuc C3-3 (7) C4-4 SCOPE OF WORT{ C'4-4.1 lntcnt of Contract Docuiufmts C4-4(1) C'4-4.2 Special Provisions C4-4 (1) 04-4.3 Increased or Deenased Quantities C4-4 (1) CA 4.4 Alteration of Contract Documents C4-4 (2) C4-4.5 Extra Work C4--4 ( ) 04-4.6 Schedule of Operation C44(3) 41.7 Pwgrt-,ss Sebedules fox Water and Sewer plant F'actiitios C4-4(4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C'5-5 (1) C5-5.2 Con fbnmity Willi Plans C5-5 (1) C5-5.3 Coordination of Contract Doc utnents C5-5 (1) C5-5.4 C'onperatyon ofConlractor CS-5 (2) C5-5.5 Emergency andlor Rectification Work C5-5 (2) C5-5..6 Field Office 5-5 (3) C5-5.7 Construction Stakes C5-5 (3) C5-5,8 Authority and Dulles of City Inspector C5-5 (3) (2) C5-5.9 Inspection C5-5 (4) C5-5.i } Removal of Defective and Unauthorized Work C5-5 (4) C5-5.I I Substits,te Materials or Equipment 5-5 (4) CS-5.12 S&riples and Teas o1'Material s C5-5 (5) C5-5.13' Storage ofMatedaIs C5-5 (5) C5-5.14. Existing StrueIures and Utilities C5-5 (5) 5-5.15 Interruption of. Service C5-5 ( ) C5-5.16 Mutual Rts sibiIityafContractors S- (7) 5-5.17 Clean-Up C5-5 (7) C5-5.18 Final Inspection CSS (8) C6-6 LEGAL RELATIONS AND PUBLIC RLSPONS1 BiLFFY C6-6,1 Laws to be Observed C6-6 (1) C6-6.2 Nmii(s and Licenses 6-6 (l) C6--6.3 Patented Devices, Materials, and Processes C6-6 (1) CO-6A San jIEl ry Pmvi9ions C6-6(1) C6-6.5 Public Safety and Can venienee -6 (2) C6-6.6 Privileges f Contractor in Streets, Alleys, C6-6 (3) and .Right-of-Way C6-6.7 Raj C'6-6 (3) e6-6,8 Barricades, Warnings and Flagmen C6 (3) C6-&9 Use of Explosives, Drop Weight, Etc. C6-6 (4) C6-6.M Work Within Easements C6-6 (5) C6,6,11 independent Contractor C6-6(6) C6-6.12 Contractor's Responsibi I i ty for Damage Claims C6-6 (6) C6--(),13 Contractor's Claim FbT Damages C6-0 (8) C6-6.14 Adjustment or Re]ocation of Public Utilities, Etc. 6 (8) C6-6.15 Temporary Sewer and Drain Connections C6-6 (9) C6-6.16 Arrangement.and ChaTges for Walu.Furnished by the City C6-6 ( ) C6-6. 17 Use of a Section or Portion of the Work C6-6 (9) C6-6,18 Contractor's Responsibility for the Work C6-6 (9) C6-6.19 No Waiver of LegaI Rights Cb.- (9) C6-6.20 Punwnal Liability of Public Officials C6-6 (10) 6-621 State Sales Tax C16-6 (10) C7-7 PROSECUT ON AND PROGRESS C7-7,1 Subidling C'7-7 (1) 0:74.2 Assignment of Comma C7-7 (1) C7-7.3 Prosecution of ThQ Work C7-7 (1) C7-7.4 Limitation of Operations C7-7 ( ) C7-7,5 Character of Workmen and Equipment C7-7 (2) C7-7.6 Work.-Sehedule. C7-7 (3) C'7-7.7 Time of Commencer wnI and Completion C7-7 (3) 07-7.8 Extension of Time Completion C7-7 (3) C7-7.9 Delays C7-7 (4) (3) C7-7.10 Time of Completion 7-7 (4) C7-7.11 Suspension by Cortrt Order C7-7 (5) C7-7.12 Temporary Suspension C7-7 (5) C7-7.13 Tern3 nation of Contract due to National Emergency C7-7 (6) 7-7.14 Sispension or Abandotmtent of the Work 7-7 (b) and Annulment of the Contract, C7-7.15 FulfillmentofContmet C7-7 (8) C7-7.16 Trrmm- Allan for Convenience of the Owner 7-7 (8) C7-7.17 Safety methocts and Practices C7-7 (1 1) C8-8 MEASIJREN1ENT AIRF) PAYMM,NT C8-8A Mwsure3nent Of QuamitiQs C$-8 (1) C8-8.2 Unit Prices Cs-8 (1) C8-8,3 Lump Sum CS-8 (l) C8-8.4 Scope of Paytnent 8-8 (1) C8-8,5 Partial Estimates and Retainage 8-9 ( ) C8-9.6 Withholding Payrnenl C8-8 (3) C8-8.7 Final Acceptance C8-8 (3) C8-8,8 Final Payment C8-8 (3) C8-8.9 Adcquacy of Dosign C8-8 (4) CS-8,10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (4) C",12 h+ iscellanmus Placement of Material C8-8 (4) C8-8.13 record Documents C8-8 (4) (4) FART C - GENERAL CONDITIONS C I-I DEFIlNTTiOII'S SFCT1ON C1-1 DEFINITIONS C14.1 DI?FrN TTONS OF TERMS: Whenever in these Contract Docunwnts the following teems or pwnoans in place of tlietu are used, (lie intent and meaning shall be understood and interpreted as follows: C I-1.2 CONTRACT DOCUMENT - The Contract Doc=ants are in all of the written and drawn docum its, such-as specifications, bonds, addenda, plans, etc.,.which govern (lie terms and performance of the contmet. These are contained on the General Contract Docuiucnts and the Special Contract Documents. a. GENERAL CONTR-ACT DOCUMENTS-S- Th8 Genmal Contract Documents govern all Water Department Proiccts and Inclodrthe, 161lowing Items PART - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C - GENERAL CONUI'I O S (CITY) Canary Yellow (Developer) B-mvvn FART D - SPECIAL CONDITIONS Green PARTE - SPECIFICATIONS E1-White F.2-Golden Rod EA-White PERMTTSIBASEME TS Blue PART E -BONDS (Sarnple) White PART G - CONTRACT (Sample) 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: PRT A - NOTICE TO BIDDERS (Advertisement) sante as above- PART B -PROPOSAL (Bid) PART C GENERAL CONDITIONS FART D -SPECIAL (CONDITIONS PART E- SPECIFICATIONS PER iMVE SLMENrS PART F - BONDS PART 6 -CONTRACT PART H - PLANS 'Usually►bound separately) Cl-1 (X) C1-1.3 NOTICE TO BIDDER : All of the legal publications either actwdly published its public advertising mcdiurns or f~i rnished direct to interested parties pe taming to the work contemplated Lynder the Conttact Doeurnents consdiutes the notice to bidders. CI-t.4 PROPOSAL. The completed written and sigued offer or tender of a bidder to perform the work whicli the Owner desires to have clone, together with the bid security, constitutes the Proposal, which b urnes binding upon the Bidder when it is of£ciatly received by the Owncr, has been pub Iicly opened and read and not mjected Iry the Owner. C I-1,5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or tlunugh a duly authorized representative, subiriitting a proposal for performing the work contemplated under tete Contract Documents, constitutes a Yielder. C l-1.6 GENER kL CONDITION S: The 6aneral Condi tions are Ow usual construction and cQntract requirenaeuts which govern the performmde of the work so that it will be carried an in accordance with the customary procedure, the local statutes, and requireinents of the City of Fort V4Warth'� charter and promulgated ordinances. bmer. there may be -a conflict between the General Conditions and the Spociai Conditions, the latter shall take precedence. . C1.-1.7 SPECIAL ONDrl'IONS: Spt—tial conditions are the specific requirements which are tiec:e=xy fo-r the particular project covered by the Contract Documents and tint spee:ilycally covered in tlae General Conditions, When considered with the General CoDditions and other eluents 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. O1-1_8 SPFCIHCATIONS. The Specifications is that section or part of tete Contract Documents which set forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed an useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to- doc-ane s shall becorne a part of the Contract Documents just as though they were embodied dwrein, CI-l.9 BONDS: The bond or bonds are the written guarantee or security fiirnished b the Contractor for prompt and raitliful performance of the a itract and include the followir.g: a. Performance Bond(see panigraph 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 Biddcrs, part A and C2-2. ) CI-I (2) Cl-I.10 CONTRA CT- The Contract is a fonnal siVied agreemerit betw ftft the owner and the Contractor covering the niutual Luiderstmding of the two contracting parties about the project to be completed under the Contract Documents. CI-1.11 PLAN: The plans are the drawings or repnr ductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the projei�i, irnctuding such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to claiify other drawings or for the purl ose of showing changes in the work hereinafter authorized by the Owner. Tlie plans are usuaHy boimd separately from the other parts of the Contract DocuF mu;, but tltey are part of the Contract Documents j ust as tholtgh they were bound Herein. C I-1.12 CITY: The City of Fort Word-, Texasf a Municipal corporation, authorized and chartered under the Teas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties, Responsibility for final enforcement of the Contracts involving the Cky of Fort Worth is by CThurtcr vested in the City Manager. The terms City and Owner are synonymous, 1-1.13 CITY COUNCrL: 'rhe duly elected and qualified governing body of the City of Fort Waffli, TPxas. Ci-1.l4 MAYOR: The officially elected Mayor, or in his absence, the Magor Pro tern of the,City o f Fort Wo rth. Texas, C1-1.15 MY MAMA ER; The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. C1-l..16 Cl'I'Y ATTORNEY: Tho officially appointed City Attorney of the City of Fort artls, Texas, or his duly awhorized representative. C 1-I.17 'DIRECTOR OF PU13L IC WORKS: T1ie officiaiIy appointed official of the City of Fort Worth, Texas, refemd to in the charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTIffNT: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, .or his duly authorized representative, assistant, or agents, C 1-I.19 EIS GEUER, Tho Director of Public Works, the Director of the Fort Worth City Water Department, or their dilly authorized assistants, agentq, enginecrs, inspectors, or superbi#endents, acting withhi the scope of the particular duties tntruslad to them. Cl-1.20 CONTRACTOR; The person, person's; partnerahip, company, firm, association, or corporation, entering into a contract with the Owner #ixr the execution sof work, acting directly or through a dryly authorized mresent.ative. A soh-contractor is a pemo , firm. corpo-ration, supplying labor and materials or only labor, for the work at the site of the project. C I-1.21 SUREnES. The Corporate b-odies which are botmd by such bund s as are required with and for the Contractor. The-surefies.engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and ror any and all requi=ncnts as set forth in the Contract Documents and approval changes therein. C,`1-1.22 THE WORK OR PROJECT: The completed work: contemplated in and zovered by the Contract Documents, including but not limited to the furnishing of all labor, maturiat,�, tools, equipment, and incidentals neoessary to produce a completed and servioeahle project, Cl-1.23 WORKING DAY: A working day is def n d as a calendar day, not including Saturdays, Sundays, and legal holidays, in which weather or other conditions not nnder the control of the Contmet,or permit the performance of the principal unit of work for a period of not less than sever, (7) hours between 70) a.m. and G:00 p.m., with exceptions as perrnitted in paraUaph C'7-7.6 Cl-1.24 CALENDAR DAY : A calendar day i" any- day of the week or month, no-days being excepted. C I-1.25. LEGAL HOLTDAYS-- Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows 1. New Years day 'January 1 KL Ding, Jr, Birthday Third Monday in January 3. Memorial Day 'I amt Monday in may 4. Independenee'Day July 4 5. Labor Day First Monday in September b. 11anksgiving Day Fourth Thursday in November 7, Thanksgiving Friday Forth Friday in November 8. Cluistrnn Day cernlaer 25 9. Such other clays in lieu of holidays as the City Council may determine When one of the above named holidays or a spieinl holiday is declared by the City Csauncil, falls on a Satmday, the holiday small be observed on the pr ending Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those einpluyees working on working day operations. Employees working calendar day operations will consider the calendar as the holiday. CI-1.26 ABBREVIATIONS' Whenever the abbreviations defined herein appear in the Cfoatract Documents, the intent and me.-using shall be as follows= Cl-1 (4) AASHTO - American Associatioa of State MGD - Milfion Gallons Highway Transportatinn Officiah, per Day ASCE - American Sonicty oFCiviI CFS - Cubic Fool per Engineers Second IAV - In Accordance With Mini - Mnimum ASTM - American Society ofTesting gleno. - Monolithic Materials °f1 - Percentutn AWWA - Arnierican Water Works R Radius Association I.D. - Inside Diameter ASA - Amencan Standards Association O.D, - QuMade Diameter HI - Hydraulic Institute. Elev. - Elevation Mph, - Asphalt ># - Fahrenheit Ave. - Avenge C - Centigrade Blvd. - Boulevard in. - Inch CI - Cast Iron Ft. - Foot CL - C: ter Line St, - Street CI - Galvanized Iron- CY Curie Yard Litz. - Linear or Lineal lid. - bard lb. - Pound SY Squm%--yard MH - Manhole L.F. - Linear Foot Max. - Maximum D.1. 4 Ductile Iron C1-1,27 CHANGE ORDER. A "Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or-deducted ittm of feature which may be found necessary and which was not specif'tcahy included in the wope- of the project on wWch lids were submitted. Increase in unit quantitic� slated in the proposal are.not Ilse subject matter oF.a Change Order unless the increase or decrease is more than 25% of the amount of the pardccular item or items in the original proposal. All "Change Orders" shall be prepared by the City from infonnation as necessary fumishe.d by the Contractor. CI-1.25 PAVED STREETS AND ALLEYS: A paved street cr alley shall be defined as a street or alley Laving one of the following types of wearing surfaces applied over the natural unimproved surface. I. Any type off'asphaltic concrete with or without srparate ba.xe material, 2- Any type of asp .11 surface treatment, not including an oiled surface. with or without separate.base material. 3. Brick, with or withoid separate base material. 4. Concrete, with or without uparate base mated aL 5. Any combination of the above. Cl-1 (5) C:1-1.29 UNPAVED STREETS OR ALLEYS: .An unpaved street, alley, roadway or other surface is'.mY area except those defined for"Paved Streets and Alleys." C l-1.30 CITY STREET: -A cit} street is defined as that area ba con the riglut-of way lines as the street is dedicated_ Ct-1.3! 1 OADWAY. The roadway is defined as the area betw i parallel lines two (2') back of the curb lines or four {`4} feel back of the average edge of pavement where no cwb exists. 01-1.32 GRAVEL STREET- A gravel.streat is an unimproved street to whi'Ch has been added i one or more applications of gravel or sinfilar material oth" than the natural mWerial found on the street surface before any improvement was made. 1-] (b) SECTION C - GENERAL,CONDMONS 02,2 INTERPRETATTON AND PREPARATION OF PROPOSAL SECTION Q2-2 TNTFRPRETATIl N AND PREPARATION OF PROPOSAL C2-41 PROPOSAL F'OkM: The Owner will furnish bidders with Proposal form, which will contain ars itmnized list of the items of work to be done or inatcrials to be €umished and upon which bid prices are requezted, The Proposal form will state the' Bidder's general understanding of the project to be completed, provide a space for fiumishvig the amount of bid security, and state the basis for entering into-a formal contrar,t. The Owner will fiimish forms for the Bidder's "Exprdrnce record," "Equiprnejat Schedule," anal "Financial Statement," all of which must he properly exeeutcd and filed with the Dir for of the City Water Department one week prior to the hour for openin a of bids. The fimmeial statement required shall have been prepared by an independent certified public- aecoantant or gn independent public acwiin#ant liolding a valid permit issued by an appropriate date licensin agency, and shall have leen so prepared as to reflect the t irrent. financial status. This statement must be current and no mors than one (1) year old. hi the ease-that bidding date faI Is within the time a new statement is being prepFtred, the previous statement shat l be aNlated by proper verification, Liquid assets in the amount of tete (10) percent of the estimated project cost will be required. For ars experience record to be considered to Fac acceplabie For agiven project, it must reflect the experience of the fimi seeking qualification in work of both the s ne nature and magnitude as that of the project for whicb bids are to be received, and such experience must have been completed not more than five (5) years prior to the date on -which Bids are to be received. The Director of tete Water Department. small be sole judge m to the acceptability of experience for qualification to bid on any Fort Worth Water Department project, The prospec live 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 tfie projcct on which he submits a bid. 2-2.2 INTERPRETATION OF OUANTITIE ; The quantities of work and materials to be furnished as inay be listed in the proposal fauns or other pans of the Contract Docunirmts will be considered as app oximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made t6 the Conn-attor 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 Ise increased or decreased as hereinafter provided, wilhout in any way invalidwing the unit prices bid or any other requirernents of the Contract DocurnenIs. C2-2(l) C2-2-3 EXAMINATION INATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT.- Bidders are advised that the C3ontracI Documents on file.with the Owner shall constittft all of the information which the Owner will furnish. All additional ittformation and data which the Owner will supply after promulgation of the formal contract doemnans shall be issued in the, l`otui of written addenda and shall become pari of Ilio Contract Documents just as though such addenda were actually written. into- the original-Contract Documents. Bidders ate required, priox to filing of proposal, to read and become familiar widl the Contract Documents, w visit the site of the project and examine Ureffilly all local conditions, to inform themselves by tht ir- own in dwendent research and investigations, tests boring, amd by such other means as may he necessary to gain a complete knowledge of the conditions which will be encountered during construction of the project. They must judge for themselves tha d.ifficullies of the work and all attending circtunstances affecting the cast of sluing the work or the Sime required for its completion., sand obtain all inforntation 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 binning upon the Owner. Bidders shall rely exclusively and solely upon their owns estimates, investigation, research, tests, exp lora€ions., a.td other data w hick are x,eeessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder Inas made the investigation, examinations and teats herein required. C Wms for additional comm eixsatlon due to variations between conditions actually ericoutitcred in construcationand as indicated in the Contract ,Documents will not be allowed. '1`l.e logs of Soil Borings, if any, on (lie plaits are for general information. only and tray not be correct. hleither the Owner nor the Engineer guarantor that Lbe data shown is representative of conditions which actually eons., 2-2.4 SUBNgUMG OF PROPOSAL. The Bidder shall submit his Proposal on the form fmnr ished by the Owner. All blank spaces applicable to the project contained in the form shall he correctly filled in and the Bidder shall stats' the price, written in ink in bath words and mmierals, for which he proposes to do work contemplated or furnish the materials required. All such pzices shall be written legibly. In case of discrepancy between price written in words and the price -written i.3 numerals, the price most advantageous to th,e City shall gov ,. if a proposal is submitled by an individual, his or her sxame must be signed by him (her) or his (leer) duly gutherired agent. If a. groposai is submitted by a F=, association, or partnership, the name.and address of elach member of the firm, association, or partnership, or by person duly authorized. If a proposal is submitted by a company or corpu mtion, the company or corporation name and business address must be: Ldven, -and the proposal signed by an afficial or duly authorised agent. The corporate seal must be affixed. Power C2-2(2) of Aunrney anthonzing agents or others to sigh Proposal trust be property certified and must be in-wriWig and submitted with the piopossL C2-2.5- REJECTION OF PROPOSALS.- Proposals may be rejected if they show arty alteration of words or figures, additions not called for, conditional or uncalled for altern 6te bids, erasures, or irregularities:of any kind, or contain unba]anced value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidderunopened, C2-2.6 BrD SEC-LTR FY- No proposal w111 be considered unless it is accompanied by a "Proposal Security"`of the character and the amount indicated in thr- "Notiv; to .Bid&s„ and the "Proposal-" The Bid SecuriLy is required by the Owner as evidence of gcKA faith an the part of the Bidder, and by gray of a guaranty chat if awarded the contract, Clic Biddcr will within the mquired time execute a foimal contract and furnish the rcqulred performance and other bonds. The bid security of the three lnwest bidders will be retained witiI the contract is awarded or otlier disposition is made thereof. -flhe bid -security of all other bidders may be retwned pray p(Iy after thQ canvass of bids. -2.7 DEL ERY OF .PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid jrity, to the City Managcr or his representative in the official place of business as set forth in the 'Notice to Bidders," It is the Bidder's guhresponsibility to- deliver the proposal at the proper time to the proper place. The nacre fact that a proposal was dispatched will not h� cnnsidcr'ed. The Bidder muni have the proposal actually delivered. Each proposO shall be in a sealed envelope plainly marker widi the word "PROPOSAL.," acid the name or description of the project as designated in the "Notice to Bidders." Tire 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 tinte set for opening proposali;. A rNuest For non-consideration must be made in writing, addressed to the City MwLager, and filed with bim pror to the time set for opening of proposals: Ager all proposals not requested for non-consideration are op€ned and publicly Fetal aloud, the proposals for which non- consideration requests have leen prop-arty filed may, at Lie option of the Owner, be returned unopened. C2-2.9 TELEG tAEBC MODIFTCAT 0NS OF PROPOSALS: Any Badder may modify his pmposO by telegraphic communication at any time prior to the time set for opening proposals, provided such tclegrapliic communication is received by the City Manager prior to the said proposal opening time, and provided further, tliat the City Mauger is satisfied that a written and duly authenticated confirn ation of such telegmphii: communication aver the signature of the bidder was mnilyd prior to the proposal opening time. If such conf"trrnation is not received within forty-eight (48) hours after the proposal opening time, no further consideration wi l l be givan to the proposal. C2-2(3) Q2-2.10 PU13LI OPEN! +I' -OF PROPOSAL; lhopnsals which have been properly filed and for which no "Non-consideration bequest" liars been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indi"ted its the'Notice to Bidders." A11 lrrvpoSals which lave been oprnCd and read will remain on file with the Owneor until the contract has been awarded, Bidders or their authorized representatives are invited to be present-for the opening of bids. 2-2.11 IRREGULAR PROPOSALS, Proposals shall be considered as "lrregulae' if they show any uniissions, alterations of form, atdditions, or conditions not calf for, unauthorized alternatc bids, or irregularities of any kind. However, the Owner reserves the right to waive any 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 c.-n not be waived. 02-2.12 DIS QUALTFI TION OF BIDDERS. Bidders may be disquaiified an€1 their proposals not considered for any of, but not limited to, the following masons; a) reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is intemsted in snore than one proposal for work contemplated. e) The bidder heing iraterested in any litigation against the Owner or Wherc the [owner may have. a claim against or be engaged in litigation against the bidder. d) The bid drr being in aiTears on-arry existing contract or having defaulted on a previvus contract. e) The bidder having performed a prior contract in ati unsatisfaotory mann.cr. Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see ht to make. g) lincomplewd work which, its the judgmst:tst 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 shoving the financial canditiou of the bidder- as idderas specified in Past"A"- Special Instructions . A current experience record showing especially the projects of a nature sirnilar to Lhc one under consideiation, which have bce€r 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 the bidder who, in the judgment of the Engineer, is disqualified under the requirements stated hetein, shall be set aside and not opened. 2-2(.4) PANT C - GENERAL AL CO DITIONS 0-3 AWARD AND EXECLMON OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS- 0-3.1 CONSEXERATION OF PROPOSALS. Ager proposals have been opened and read aloud, the proposal& will be tahtda(ed on the bads of the quoted pries, the quantities shown in the proposal, and the application of such #oTmalas or other methods of bringing items to a comi-non basis as-may be est blished in thy: ContracI Doe unients. The total obtained by taking the sura of the products of the uniI prices quoted and the estimated quantities plus any Juntp SUM items acid such other quoted arnuunts as may cuter into the cost of the completed project will be considered as the ainount of the bid. UnHI the ward of the contract is made by the towner, the right will be reserved to reject any or all proposals and waive technica lines, to re-advertise for new pmpwmis, or to proceed with the work in arty manner as may be considered for the best intexcst of d)e Ow110r. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSTNESS ENTERPRISE C01APL]AAIOE. Contractor agrees to provide to Owner, upon request, complete aid acct,rate informaEtiob regarding actual wort: performed by a Minority Business Enterprise (MBE) and/or a Woman-,owrted Business Enterprise (WBE) on the contract and the payment then for, Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor Uiat will substantiate the actual work performW by art MWE or WBE. Any inatcrial misrepresentation of-any nature will be grounds for termination of the contract and fur haitiaGting any action under appropriate federal, state or local laws and ordinances relating to false statements; Further, any such tnisrepresentatioil may l grounds for disqualification of Contractor at Owner's discretion for binding on future Contracts with the Owner for a gedad of time of not Jess than six {6} months. 3-3.3 EQUAL EMPLOYMENT PROVISIONS. The Contractor shalt comply with Current City Ordinances prohibiting disedmination in employment practices. The Contractor shall post the required notice to that effeet on the project site, and at his guest, will be provided assistance by the City of. Fort Worth's Equal Employment Officer who will refer any qualified applicant he may lave on file in his office to the Conitactor. Appropriate notices may be acquired from the Equal Employment Officer. 3-3.4 WITHDRAWAL .OF PROPOSALS: After a proposal has leen read by the Owner, it gannet be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3 (1) 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold Fuial action on the proposals for a reasonable time, not to exceed forty-l;vc (43) days after the date of opening proposals, and iri no event will an award be male until after inve,stigatiar:s have bean made as to the responsibility of the pToposed awardea. Thi: award of the contract* if award is made, will be to the lowest and lest responsive bidder. The award of the contract -,hall not hecanip, effective until the Owner Lug notified the Contractor in writing of such award. C3-3.6 RETURN-OF PROPOSAL S13CU ITlES: As soon as proposed pace totals have Neem determined for comparison of bids, the Owner may, at its di mtion, return the proposal security which accompani the proposals which, in its judgment, would not be considered for the award. All other proposal secvrit<ies, "uaily those of the three, lowest bidders, will be retained by the Owner until thu required contrnct has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which (hey-will be returned by the City Secretary. 0337 BONDS: With the execu iau and delivery of the Contact Docunlents, the oritractor shaI1 famish to, and flile with the owner its ,fie amqunts herein required, the hollowing bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in the amount of not less than 100 percent of the atuount of the contract, as evidenced by the proposal tabulation or otherwise, gwrantreing the fill and fait&ul execution of the work and performance of the cwraet, and for the proteciion of the Owner and all other pe bs against damage by reason of negligence of Ebe Contractor, or improper cx.ecuti€n of the work or use of inferior materials. Ilis performance bond ahall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full fbrcc end effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. 1!AADFMNANCE BOND. A good and sufficient mahitenance bond, in the amount of not less than 1OG percent Of Ghe amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful perfvrrnance of the general guaranty which is set forth in paragraph C8-&10. c, PAYMENT BOND: A good and sufficient payor .t bond, in the amount of not less thati 100 percent of the amount of the contract, as evidenced by the proposal tabulating or .otherwise, guaranteeing the prompt, frttl and faithhl payment of all claimants as derined in Article C -3 ( ) 5160, Devised Civil Statutes of Texas, 1925, as amcndcd by House Bi11 34-4, Acts 560 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 Linder these- specific lions. Payment .Bond shall remain in fare until all payments as above stipulated are crude, d. 9171IE[ BONDS: Such other. bonds as mqy be required by these Contract Documents sWI be furnished by the Contractor. No sureties will be accepted by the Owncr which are at the time hi default or delinquent on any bonds or which are interested in aiay litigation against the Owner. All bonds shall be- trade on the forms ftu`nished by the Owner and Aiall be executed by an appcoverd surety company doing business in the City of Fort Worth, 'Texas, and which is acceptable to the Ocaner. In order to be acceptahle, the name of the sunny shall be included on the current U.S. Treasury list of acceptable sureties, and the arnounl of bond written by Viny one acceptable company shall not exceed khe amo-unt shown on the Treasury list for that company. Each bond shall be properly executed by both the, Contractor and Swety Company. Should any surety on the contract be determined unsatisfactory at any tmie 1)y the Owner, notice will be giver] the Contractor to that effect and the ontrat�tor dial] immediately provide a new suirty satisfactory to the Owner. No payment will be inade under the contract until the new surety nr sureties, as re[wmd, have qualified and have. hcen accepted by the 'Owner. The contract shall not be operntive nor will any payments be due or paid until approval of the bonds by the Owner. C3- _8 EXE=. ON OF CONTRACT-. Wiihin tort (10) clays after tho Owner Ws appropriate resolutlon, or otherwise, awarded the contract, the Contractor shall execute and file-with the Owner, the Contract anti such bond, as may be required to the Contract Documents. No Contract shall be binding upon the O ncr until it has been attested by the City Secretary. approved as to form and legality by the City Allomey, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILU E TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or honds or to sigh the required corset within tern (10) days s.lter the contract is awarded shall be considered by the owner as an abandomn4mt of his proposal, and the owner may annual the Award. By reason .of the uncertainty of the market prices of material and labor, and it being impractiable and difficult to accurately determine the amount of damages occurring to the owner by reason of said sward's failure; to execute; said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall tae the agreed amount of,da rnages wWch the Owner will C3-3 (3) suffer by mason of such failure on tine part of the Awardcc and shall thereupon ith ediatcly by forf-ited to the Owner. The filing o['a prapaEal will be considered as acgeptanec of this provision by the Bidder. C-3-3.10 BEGMI INO WORK: The Con(ractor shall not commence wo& until authorized in writing to do so by the Owner. Should the Contractor fail to conumence work at the site of the pmjent within the time stipulated in the writtgt authorization usually termed "Work Order" or "Proceed Order", it is agrced that the Surety Company will, within ten (10) days after the conimencemmit date set forth in such written authorization, commence the. physical execution of the contract, 3-3.11 1 SL1RANCE: The Contractor shall not commence work under this cow m- t until he has obtained all inmirance required under the Contract Documents, and such insurance has- been approved by the Owner. The prime Contractor shall be, responsible fbr delivering to the Owner tine sub-contractur's certificate of insurance for approvat. The prime Contmctor shall indicate on the cert Ifxc;Ae of insurance included in the documents for execution ravhethr car not his insurance covers sub-contractors. It is the intention of the Owner that the insurance cuvemgc required herehi shall include the coverage of ail sub-contractors. a, COWENSATION INSURANCE: The Contractor shall maintain, duri.irtg the life of this contract, Worker's Compensation hisuTanc(,- on all of his employ= to be engaged in-work on the project tinder this contort, and for all solo-contrac:turs. In case any class or employees engaged in hazardous work on the project under this contract is not protected under the Worker's Compensation Statute, the Contractor shall provide adNu} Lte emplo ff's general liability insurance for the protection of such of hip; employees.not so protected, b. COMPREHUNSWE GENERAL UABIIL= INSURANCE. The Contractor Shall procure and shall maintain during the He of this cantiwt, Comprehensive General Liability Insurance (Public Liability and Property Damage Ltnsurance) in the amount not less €han $500,000 covering each occurrence on account of bodily injinyr, including death, and in.an amount not less than MUM M covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. C. ADDITIONAL LUAF3ILITY: The Contractor shall furnish insurance as a separate policies or by additional erndommernt to one of the ahove-memioncd policies, and in the amount as sct forth for public liability and property damage, the following insurance: I. Contingent Liahility (covers Gmeml Contractor's Liability dor acts of sub-comractors). G3-3 (4) 2. Blasting, prior to any blasting being done. 3. Collapse of huilduxgs or structures adjacent to excavation f f excavation are perforimed adiacent to same , Q. Damage to underground u ilities for$500,000. 5. Builder's risk fwhere move-ground structures are involved). 6. Contractual Liability (covers all indemnification req&cments of Contract). d. AUTOMOBILE INSURANCE - BODfLY 1NYURY AND PROPERTY DAMAGE: The Contractor-shall procmme and maintain during the life of this Contract, Comprehensive Automabile Liability lnsurance in an amount not less than $250,000 for injuries inciuding accidental death to any orae person and subject to the same limit for each person an amouni not less than $500,000 on account of one accident, and automobile property damage insurances in an amount not less than $l 00,DQ0. e. - COPE OF TNSURANCE AND SPECIAL HAZARD: The insurance required tinder the above paralVaphs shall provide adoquate protection for the Contractor and his sub-contractors, respectively. against damage claims which may arise from operations unden- this contract, whetlitt, such operations be by the insured or by anyone directly or ind-Imetly employed by luny, and -also against any or the following special hazards which may be encountered in the performance of the Contract. lr PROOF Or, CARRIAGE OF fi&i_JRA CE; The Contractor shall fiunWi the ,owner with satisfactory proof of coverage by insurance required in Riese Contmet Documents in the amounts and by carriers satisfactory to the Owrier. (Sample attached.) All insurmne a requirements made Capon thQ Contractor shall apply to the sub-writracters, should ttie Prime Contractor'.s insurance-not cavo the sub-contractor's work operations. g. Lb Ai_ AME.F R TNSURANCE AND BONDJN : The insurance and bon&ag companies with whom the Contractor's insurance and 0-3 (5) peWrformance, payment, maintenam a and all such other bonds are written, shall be represented by an agent or agents having an -o lice located within the city limits of the City of Fart Worth. Tarrant County, Texas. Each S"h agent shall be a duly qualified, orae upon whom authority and power to act on behalf of the insurance anchor bonding cnmpany to negotiate and settle with the City of,Fort Worth, or any other elahnam, and claims that the City of Fort Worth or otht-r clairnaut eta any property owner who has been damaged, may have against the Contractor, htsurance, and/or bonding company. if the Iocal insurances representative is not so empowered J)y the. insurance. or bonding companies, theft such authority must be vested in a local agent or elms officer residing in the Metroplex, the Fort Worth- Dallas area. The nmc of the agent, or agents shall ho set forth on all such bunds and certificates of insurance. C3-3.12 CONTRACTOR'S ACTOR' OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. 3-3.13 WEEKLY PAYROLLS: A certified copy of each payroll cowring payment of wages to all persons imaged in work on the pro.1eet at the site of the project shall be fun ishod to the Owner's representative within seven 7) days after the close of each payroll period. A copy or copies of the applierable, minimum wage rates as set forth in the Contract Documents shall be Dept pasted in a conspicuous place at the: site of the project at all ernes during the course o f 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 ADlI INLSTRATIO ; Any Contractor, whether a person, pf.- rns, pa:rtncrship, campwiy, firm. association, corporation or other who is approved to do husine&s with and enters into a contract with the City for construction of water and/or sanitary semer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan =a. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superinwndr.nt) with full authority to transact all business actions required to the perfonnanem of the Contact. "Phis local authority shall be made respom able to act for the Contractor in all matters made responsible to act For the Contractor in all matters pertaining to the- work governed by the Contract whether it be adininistrative or other wise and as such shall be: empowered, thus delegated and directed, to settle all material, labor or other cxpenditurc, aR claims against work or any other mater associated such as inaintaining adequate and appropriates insurance or security coverage for the project. Such local authority ibr the administration of they work nyder the Contract shall be maintained until all business transactions execated as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth- Dallas rnetro►politan area, notification of the Contractor's assignment of Iocal authority shah be made in writing to the F-tegmaer in advance of any work on the project, all C3-3 (6) appropriately signed and sealed, as applicable, by the CQnft roar's responsible offices with the understanding that this written assignment of authority to the local represet7tative shall become part of the projoc2 Contract as though bousyd directly into the project documents. The intent of these requirements is that all rnatters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, he goverved direct by local authority. This same requirement is imposed an insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local rbpresenW11vc Ile rop laced and the Engititer mai+, at his sole discretion, stop al I work until a new local auffiority satis story to iltc En&eer is assigned, leo credit of working Lime.will be allowed for periods in which work stoppages aro in effect for this reason. 3-3.15 VENUE. Venue of' arid+ action hereinunder shall be exclusively in Tarrant County, 'Texas. 3-3 (7) PART C: - GENERAL CONDITIONS C44 SCOFF OF WORT SECTION C44 SCOPE OF WORK C44.1 INTENT OF CONTRACT DOCUMENTS, It is the definite intention of tisese Contract Documents to provide for a complete,, useful project which the Contractor undertakes to construct or fimisl}, all in Full compliance with the-requirernents and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the ContracL Documents, shall do all mta or special work as may be consideeed by tine Owner as neue& ry to complete the project in a satisfactory and acceptable manner. The Contractor shaIl, unless otherwise spmifically stated in these Contract Documents, furnish all tabor, tools, materials, machinery, equipment, special services. and incidentals-necessary to the prosecution and completion of the project. C441 SPECYAL.PROMION& Should any work or conditions which arc not thoroughly and satisfactorily stipulated or covered by General ar Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covcring all such work will be prepared by the Owner previous to the time of receiving Mels or proposals for any such work and furnished to the Bidder in the form of Addwda, All such "Special provisions" shall be considered to be part of the Coin tract Docunimu; just as though they were originally written therein. 04-4.3 INCREASED Qin DECK ASED QUANTITIES, The Owner reserves the right to alter the quantities of the work to he performed or to extend or shorkm the improvernents at any time: when and as found to be- necessary, and the Conmictor gisaIl perfbm3 the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be niore than twenty-five (25) percent of the contemplated quantity of such- item or items. When such changes incresse or decrease the original quantity of any items or items of work to be done or materials to be furnished by the 2 percent or more, thea either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be detcnTdned by special agreument or as hereinafter provided for "Extra Work." No allowance wilI be made for =y changes in anticipated profits not 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 he interpreted hmin as applying to overmIl quantities of sanilary sewer pipe in each pipe size, but not to the Yarious depth categories. C4-4 (1) C44.4 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the owner raae es the fight to make such ch gcs in the Contract Doc,umetas and to the character car quantities of the work as may be necessary or desirable to insure completion in the most satisfaclory manner, provided such changes do- not materially alter the- original Contract Doc um encs or ehange the general mature of the project as a whole. Sueli changes shall not be considered as waiving or invalidaling any condition or provision of the Contract Documents. Q445 EXTRA WORK Additional work made Necessary by changes and altera€inns of the Contract Mrurnents or of quantities or for outer reasons For which na Prices are provided in the Contract Dacuments, shall be defined as "Extra Work" and .5ha.11 lie performed by the Contractor in accordance with these Contract Docume'nis or approved additions thereto; pmvided however, that before any extra work is begun a "Change order" shall be executed or wriften order issued by the Owner to. do the work i'or payments or credits as shall he daetmined by one or more combination of the following methods: a. Unit bid prico previously approved. b. An agreed lump suns. Q. The actual reasonable cost of. (I) labor, (2) rental of equipment used on the extra work for the time so used at Aswciat:ed General Conlrac:rors of America current equipment rental mates, (3) materials entering permanently into die project, and (4) actual cost of insivance, bonds, and social security as dctermined by Eire Owner, plus a fixed fee to be agreed upon but not to exceed 10 percent of the actuid cast of such oxtra work, The fixed fee is not to inelude any additional profit to the Contractor for rental of equipment owner by hint-and used for extra work. The fee shall be full and complete compensation to cover the cost of superintendeDee, ovcrhearl, other profit, goicrai and all other expanse not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate asst reeords on [lie farm and in the method suggeaed by the Owner and shall give the Dwrrer access to all accounts, bills, vpurdiers, ane records relatyrpg to the Extra Work. No "�Chatrge Order" shall become affective until it has been approved and sighed by eacb of the Contracting parties. No claire for Extra Work of any kind will be allowed unless ordered in writing by the Owner. in case any nrdcrs or instruelions, either oral or w itten, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to iiia Engineer for written ord= A.uthorizing such Extra Work, prior to beginning such work. 44 (2) Should a difference arise as to what does or dose not constitutc Extra Wark, or as to the payment thereof, and the Engineer insists apon its performance, the Conmaor shall proceed with the work after raking written request for written orders and shall keep accurate account c the actttal reasonable cast thereof as provided under method (Item C). Claim for extra work wit l 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 ig suppried by satisfactory vouchers acrd certified payrolls covering all labor and materials expended upon said Ex1rYa Work. The Contractor shall furnish the Owner such installation records of all deviations from tete wiginsl Contract Documents as may be necessary to enable the Croner to prepare for permanent record a corrected sot sof plans showing the actual installation: The compensation agreed upon for "Extra Work" whether or Sint initiated by a "Cilonge Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relatirig to the change or extra work, whether said c6sts 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 molt of the change or extra work. C4-4.6 SCHEDULE OF OPERATION: B,6bre commencing any work under this contract, the Contractor sW submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by s straight Jac method the date of commencing and finishing each of die major elemcuts of the Contract. Theme shall be also shown the estimated monthly cost of work for which esthatea are to he expected- Them shall be presented also a composite graph showing the anticipated prognss of construction with the time being plotted hors.-A)ntally and percentage of completion plotted vtr icttlly. The progress charts shaU be prepared on 8-1/2" x 1]" sheets and at least five black or blue Iine mints shall be furnished to the Owner. C44.7 PROGRESS SCI-IRDULES FOR WATER AN�_D_SEWER PLANT FAC:UTIE : Within ten (10) days prior to submission sof the first monthly- progress payment. the Contractor shall prepare and submit to the owner for approval six copies of the sebedule in which the Contractor proposes to carry on activities (including procurement of nnaterhds, plans, and Nuipment) -and the: contemplated dates for completing the same. The schedule shall be in the form of a lime schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enwr on the diagram the actual progress a the end o each partial payment period or at such intervals ns directed by the Eti&eer. The Contractor shall also revise the schedule to reflect any adjusimmis to contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Engineer. As a minimum, the -construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical spb6fications, C4-4 (3) Prior to the final drafting of the detailed constme-tion schedule, the Contractor shall revim the dram schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adharcd to in preparing the cranstruction schedule: Milestone Oates.and fuW project icompletion da#es shall be developed to conform to the time constraints, segnsncing requirements and completion time. b� The construction progress shall be divided into activitirs with tithe durations of approximately fowietm days (14) days tui€i corwruction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this.guideline. C. Durations shall be in calendar da}.� 'anti normal holidays and weather c-onditions over the duration of the contracl shall be accounted for within the duration of each activity. d. One critical path sU, 11 be shown on the construction schedule. C. Float lime is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of tht, CPM construction schodule. Float tirnn is not for the exclusive use or benefit of either the Contractor or thu 0-wnrm f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shill as a minimum, he divided into general categories as indicated in the Proposal and 'Technical Specifications and each general category shall he broken down into activities in enough detail to achieve activities of apprcxiniately fourteen (14) days duration. For each general category, the c.onstmetion schedule small identify all trades or subcontracts whose work is represented by activities that fallow the guidelines of this Section. For Ptach of the trades or subcontracts, the construction schedulc shall indicate the following pro umme ts, construction incl preacreptance activities and events in thrir logical sequence for equipment and maWriAs. 1 . Preparation and transmitta.1 of submittals I Submittal review periods. I Shop fabrication and delivery. .C'4-d (4) 4. Emetion arinstaRation. 5. I'mnsmitW of mane factu3rer's operation and maintenance instrmtiorts. 6. Irmtalled equipment and materizIs testing, 7. Owner's operator instruction (if applicable). 8. Fi-v al inspedtion. 9. Operational testing_ I its the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as neecssary 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 contraot time. ff the owner funds the proposes plan not aces ptable, he, may require the Contractor to increase the work force; the construction plant and equipment, the uurnber of-work shifts or overtime operatiuns without additional cost to the Owner. Failure of this Coub-actor to comply with these requirements shall be considered grounds for detemination by the Owner that the Contractor is failing to prosecute the work with diligence as will insure its canVletion within the time specified. C4-4 (5) PART C -GENERAL OONDTTlO.N C5-5 CONTROL OF WORK AND N4ATER_ Al SECTION CS-S CONTROL OF WORK AND MATERIAL C5-5..1 .AUTHORITY OF EI*GA The work shall be- Performed to the satisfaction of the Engineer and in strict compliance with [lie Contract Documents. The Engineer shall deckle all questions which arise as to the quality and acceptability of the materials.furnished, work performed, rate of progress of the work, ov4=11 sequen= oftlY� constructiop, interpretation of the Contract Dc�enmcnts, acceptable Nifillmont of 1110 Contract, compensation, mutual rights hetween Contractor and OwneF 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 rneans, methods., tecliniques, sequence or procedures of construction, or die safety precaution and programs irtcidernt th relo, and lie will not be responsible for Contractor's failure to perform the work in aecordance wills [lie contract documents, TIYe Engineer 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 No a condition to the right af the Contractor to receive money due-him under the Contract. Ilse Owner shall have executive authority to enforce and r kc effective such necessary decisions and orders as the Contractor fails to carry our promptly. In the event of any dispute between the Engineer and Contractor over the drxision of the Engineer on any such matters, Vic Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both II1e ow nor and Contractor, a written decision on the matter in cantmversy, C5-5.2 CONT~'ORMITY WFFH PLANS: The finished project in 'all cases shall conform with times, grades, cross-sections, finish, and dimensions shown on the plans or any outer rNuirerrtcnts other wise described in the Contract Doewnents. Any deviation from the approved Contract Documents requited by the Engineer during constraction will in all cases be determined by the Engineer and authorized by the Owner by Charge Order, CS-53 LOORDINATIONOF CONTRACT D UhffiNT : The Contract Dacuments are made up of several sections, which, taken together, are intended to descdbe wid provide for a complete and useful project, and any requiremir its appearing in one of the secfion& is as binding as though it oceunrd in all sections. In case of discrepancies, figurer] €limimsion shall govern over scaled dimensions, plans shall govern over speciReations, special conditions shaIi govern over geneval conditiam and standard specification, And quantities drown on the plain shah govern aver those shown in the proposal_ The. Contractor shall not take advantage of any apparent error or omission in C5-5,(I) the Contract Dacumcnts, and the Owner shall he permitted to make such corrections or interpretations as-ruay be deented Necessary for l'ulf Ihneni of the intent of the Contract Documomts. In the event the Contractor discovers an apparent error or discrepancy, lie skull immediately eall t1lis condition to the attention of the Ea neer, in the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not rcportW prior to. the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflim C5-5.4 .COOPERATION OF NTN-ACTOR The Contractor will be furnished with three sets of Contract Documents and sliall have zvailable on the site of the project at all tithes, one set of such Contract Documents, The (contractor shall give to the work the constant attention necessary to facilitate the progress the of and shall cooperaw with the Engineer, leis inspector, and ether Contractors in every possible wap. The Contractor shall at all litres have competent personnel available to the project site for proper performance of the work. The Contractor Aa11 provides and maintain at all titnes at the site of the: project a competent, English-speaking superintendent and an assistant who are fnliy authorized to act as the Contractor's agent on the work. Such sLIperisttendent and Ns assistant shall he capable of reading and Luiderstanding the C:onlract Domimt-'.nts and shall receive and fulfill u3strucdoi}s from the Owner, the l:rigineer, or h'is authorized representatives. Arsiunt to this responsibility of the Contractor, the Contractor shall designate in writing to the project supertn[endent, to act as die Contractor's agent on the work. Such assistant. project superintendent shall be a resident of Tarrant County, Texas, and shall be sohject to call, as is the project superintendent, at any time of the day or night on any day of tLte week on which the Engineer detetm.ines that circumstances rewire the presence on the project.site of a representative of the Contractor to adequately provide for the safety or convenience of the traveJing public or the owners of property across which the pwject -exteads ur tltc safety of the property contiguous to the prof ct routing, The ontractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entcring into the work. CS-5.5 EMERGENCY AND/QR.RECTIFICATION WORK When, in the opinion of the Owner or Engineer, a condition of emergency exists rola#ed to any pari of the work, the Contractor, or the Contractor through his desigpated representative, shall respond with dispatch to a verbal requt made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project i8 scheduled on a calendar-day or a working-day basis. Shutdd the Contractor fail to respond to a regtlN ftom the Engineer to rectify any discrepancies, omissions, or correc#ion necessary to conform with the requirements cif the project specification or plans. the Engiiie-er shall give the Contactor wrium notice that such work or changes are to be pee w performed. Thritten notiQe shal l direct at -attention to he CS-5 (2) discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not talo positive steps to fuLdll this written request, or dues not shoe lust cause for not taking the proper action, within 24 ]tours, the City may take such remedial action with City Farces or by contfact. The City dial I deduct an aniouut equal to the entire costs for such remedial action, plus 25%, front any funds dire the Cantractor on the project. C5-5.6 FIELD OFFICE, -McContractor- shall provide, at no extra compensation, an adequate field office for use of the Engineer, if spmifreally calk!-d far. The field office shall bo not less than 10 x 14 £eek in floor area, substantially constricted, well heated, air conditioned, lighted, and weaiher proof, so that documents will not be damaged by the elements. 5-5.7 CONTRUCTION TAKES: The City, through its Engineer, will ttumish the Contractor with -alt lines, grades, and measurements necessary to the proper prosecution and control of the work contracted under these Contract Documents, and bites, grades and memurements wil I be-established by means of stakes or other austomary method o marking as may be. found consisten I with good practice. Thcse stakes or markings shall be set suffcienfly in advwice of consimclion operaIions to avoid &lay. Such stakes or nxarkirtgs as ibay be established for Contractor's ire. or guidance shall he preserved by t.hc Contractor anti] he is authorized by the Engineer to remove. ]hem, Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or wIII fulIy-destroyed, disturbed, or removed by the Contractor or any of his %tmPloyees, tho ful3 cost of replacing such stakes or marks plus 25% will be charged against [lie Contractor, and tete full amount will be deducted from payment due the Contractor, C5-5.8 ALMIO ITY AND DUT OF C1'TY INS P CTOR: 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 ttie work, and the preparation or manufacturing of the materials to be used or equipment to he installed. A City Inspector may be stationed on the work tax 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 rriaierials being Furnished or the work being performed ley theContractor fails to ftiIMI [lie requirements of the Contract Documents. attd to call thu attention of the Contractor to any such failure or other anfiingemciats. Such irislicction or lack of inspection will not relieve the Contractor From any obligation to perform the work in ai,cordance with the requirements of the Contract Doeurttents. In case of any dispute arising b,tween the Contractor and the- City hmpcetor.as to the materials or equipment furnished or the mariner of performing the work, the City Inspector will have the authority to reject materials or equipment, and/or to suspnd work until the question at issue can be referred to -and decided by the Engineer. The City inspector will not, however, be authorized to revoke, al(er, enlarge, or release any requirement of these Contract Documents, noir to. approve or accept any portion or section of the work, nor to issue auiy instructions contrary tol lie requirement s of the Contram Documents. The City Inspector will in no case act as superintendent or C5-5 �3) forem.-m or perform any other duties for the Contractor, or interfere with the management or opcmation 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 Impector or Engineer when the same are consistent with tile, obligations of the Contract Documents of the Contract Documents, provided, however, should the Contractor object to airy orders or instructions or the City lrfspeoor, the Contractor may within six days make written appeal to the EnginQor for his decision on the mattcr in Controversy. CS-5-9 INSPECTION: The Comractor shall furnish the Engiineer with every reason abW facility fbr ascertaining whether or not the work &-,performed is in accordance with the requirerr ws of the. Contract Docments. If the Engineer so roque.sts, the Contractor shall, at 'any time 1 fore acceptance of the work, reinove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall mstarei said portions of the work to the standard roqui.md by the Contracl Documents. Should the work exposed or ermined prow, accepiahle, the uncovering or lcmcving and replacing of the covering or making good of the parts removed slml l be paid for as extxa work, but-shouId Work so exposed or examined prove to be unacceptable, the uncovering or removing and replacing al' all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or matedals used without suitable s,L Poe vlsi 1T1 or inspection. C5-5.10 REMOVAL-OF DEFF-M E AND UKAIJTHORIZED WORK: Ail work, materials, or cgaipznent which loos been rejected shall be mmtu ied or removed and replaced in an acceptable manner by the Contractor at tt�s expense. Work done beyond the lines and grades givers or as shown on the plans, except as herein specially provide d, or any Extra Wc3rk done wit lout written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by die Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure-on the part of the Cantmetar to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the autharity to cause defoctive work to be remr died ar removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due tot he CvUntractar. Failure: to require the removal of any defective of unauthorized work shall not constitute acmpUnce of such work. C5-5.11 SUBSTTT°CIM MATEMAI,S ORE TFI '[: If the Specifications, law, ordinance, codes or regulations permit Contractor to finish or use a substitute that is oqual to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substilutc, be shall, prior to- the preconstructioin confereace, make written application to El GH&-ER for approval of such substitute certifying in writing that the proposed substitute will perfornn adequately the function called for by the general desigrx, be aimiter and of equal substance to that specified and be suited to the same use and capable of per€orming tine same function as that specified ; and identifying all variations of tine proposed substitute .from that specified and indicating available maintenance C5-5 (4) service. No substitute shall be ordered or installed without written approval of Engineer who will be the .Nudge of the equality and may requim Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such perfbrmancc guarantee azid bonds as Owner may. require which shall be furrnisfe at Contractor's expense. Contractor shall indemnify and hold harmless 0wrnet and Engineer and anyone di reel ly or irndirectly employees by either of them from and against the claims, damages, losses ftnd expenses (including att�orney� flies) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS:OF MATMULS: Where, in the opinion of the Engineer, or as called for in the,Contract Documetrts, teats of materials or equipment are necessary, such tests will be. jade at the expense of and paid for direct to the testing agency by the Owner unless other wise specifically provided. The failure of the Owner to make any tests of inateriaJs shall in no way relieve the contractor of bis responsihiI its+ of furnishing materials and equipment fully conforming to the mquiremernts of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be trade accordance with the latest rnetho& prescribed by the American Society for 'Vesting 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, itltout sp-ecil';e wri#tev permission of the Engineer, use rmterials represented by the sample until tests have beenmade ai1d the materials approved for use. The Contractor will furnish adequatu samples without charge to the Owner. In ease of concrete, the aggregates, design minimum., and the mixing and transporting equipment stall 'be .approved by tic Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete l�ch does not sheet the requnenients of the QYntraict Doc umernts. Tuts shall be madie at least 9 days prior to the placin,g of concrete, using samples from the sante aggregate, cemem, and mortar wWch are to be used later in the coiacrete. Should the source of supply change, new tests shall be. made prior to the use of new materials. CS-5.13 STOR AGE DFIATERIAI..S. All materials which are to lac used in the construction contract shall ire stored so as to itnsum the preservation of quality and fitness of the work. When directed by the Engineer, #lacy shall be placed on wooden platforms.or other hard, clean durable surfaces and not on the ground, and shall be placed under cover rotten directed. Stored materials shall be placed and located so as to Facilitate prompt inspection. C5Y5,l4 F. I TING STRUCTURES ARID UTLL11W. The location and .dimensions. shown on the plaits relative to the q'xisting nrtilities are based on the lest information available. Omission from, the ittielusion of utility locations on the Plans is not to be considered as nonexistence of, or a dcfintte location o� existing underground utilities. The location of many gas mains, water mains, conduits, sewer litres and service litres. for all utilities, etc., is unknown to Lie.Owner, and the Dvw our assumes no respoiia ib i lily for failure td show any or all such structures and utilities on the p I a n s or to show them in their enact location. It is mutually agreed that such failure will not be considered C'5-5 (5) sufficient basis for claims for additional compensation far 'Extra fork car for increasing the pay quantities in aiiy manner whatsoever, tm6ss an obstruc lion encountered is such as to c%sitatb ch aiges in the lines End grades of considerable -Fn agnitude or reguirexg the building of special works, provision of which is not made in these Contract Documents, in which case the provision in these ContracA Domments for Extra Mork slill apply, It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of wnstruction in order Ihat he,may negotiate such local adjustments as a mac ary in the construction process to provide, adequate clearances. The, Contractor shall take all noxesisary precautions in order to prolect all existing utilities, structures, and service linos, Verification of existing utilities, strucwres, and srer iet Linen shall include notification of all Ality cornpanies at least forty-eight (48) hours in advance of constralction including exploratory excavation if necr�s�, All verification of utilities acid their adjiistment shall be considered subsidiary work. C5-5,15 IF I L IP`l.IO OF SERVICE: a. i oftnal Prosecutiom rat the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in a0ance, shall be required to: 1. Notify the Nater Department's Distribution Division as to location, time, and schedule of service interruption. 2. NoliL each vuslamer personally tlimugb responsible personnel as to the time and schedule of the interruption of their service, or 3. In the event that persvnaaGl notification .of a customer camiot be made, a prepared tag forin shall be attached to the customer's door knob. The tag ghall be durable in composition, -and in lark bold letters shall say: S-S (61 "NOTICE" True to Utility Improvement in your neighborhood, ycnur (water) (sewer) service will be intepted an between the hours of and This inconvenience will be as short as pogsiblo. Thank Yon, Contractor Address Phone b, Einer gncy,` In the event that an unforeaeen service interruption occurs, notice.9hall he as above, but hnmi Aiate. C5-5.16 MUTUAL I ESPONSIB1LITY OF CONTRACTORS. If, through act or neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall suffer loss or damage of the work, the Contractor agrees. to settle with such other Contractor or sub contractor by agreement or arbitration. Irsuch other Contractor r�r sub- c:ontraoit)r shall assert any claim against the owner on account of damage alleged to have been sustained, the owner will notify the Contractor, who shall .indemnify and save harmless the owner against any such claim. C5-5J7 LEARN-UP= Clean-yip of surplus and/or waste materials accumulated on the job site during the, pruseeution of the weak under thusc Contract Documen.Ls shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four. (24) Hours after written notice is given the Contractor that the clean-up on the job site is proeceding in a manner unsatisfactory to the Enginea, if the Contractor fans to correct the unsatisfwory procedure the City may tame such direct action as the Engineer dceims appropriate to correct the, olean-up deficiencies cited to the Contractor in the written notice, and the costa of such direct-action, plus 2 5 % of such costs, shall be deducted frorn the niordes due or to become due to the Contractor. Upon the completion of the prgicsct as a whole as covered by these Cajftu ct Docul-nents, and boom final acceptance rmd final payment will be made, the Contractor shall clean and romove fi-oni the site of the project A surplus .and discarded materials; #arnporary strudtures, 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 (lie Engineer. The Contractor shall thoroughly clean all equipment and rrmatetials installed by him and aliall deliver over such materials and equipment in a bright, clean, polished and now appearing candition. No extra compwn ation will he mzde to the Contractor for any clean-up required on the project. C5-5 (7) C5-5.18 FINAL IPE_CTI Wheueva the work provided for in and contemplated under tete Comma Documents has been satisfamoxily completed and final clears-up performed, the Engineer will notify the proper officials of the Owner and raguast that a Final Inspection he made. Such inspection will he made within 10 days after such notification. After such final inspmtion, if the work and nlaterinls and equipment are found satisfactory, the Contractor will he -todfied in writing of the acceptance of the same aftor the proper resolution has been passed by the City Council, No time cliargc will be made against the Contractor between said date of notification of the Engineer and tlse date of final inspection of the work. 5-5 (s.) PART C- ?NERAL C NDMONS C6-6 LEGAL,RELATIONS AND PUBLIC RESPONSIBMITY SECTION C64) LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with -dI Federal and State Laws and City ordinances and regulations which in any way affect I11e ccmduct of the work or his op-.rations, and shall observe arad comply with all orders, laws, ordinances and regulations which exist or which irnay be ena4od later by bodies having jurisdiction or authority for suet# enactment. No plea or misundffstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indeTnnif and save harmless the City and all of its officers, age3its, and employees against any and a.11 claims or liability arising from or teased on the violation of.any such law, oixlinanm regulation, or order, whether it be by hirnseIror his employees. 06-6.2 PERMITS AND LICENSES: -flre Contractor shall procure all permits and licenses, pay all charges, m is and fees, and give al.l notices necessary and incident to the Clue-and Iaw uI prose-cation of the work, C6-6:3 PATENTED DEVICES, MATERIALS, AND PROD SES: If the Contractor is required or desires to use any deli , device, material, or process covered by lettor, patent, or Copyright, he shall provide for such usc by suitable legal agrecanent with the patentee or owner of such,patent, letter, or copyrighted design, It is mutually agreed and understood that without exception the contract price shall include all royalties or cost arising from patents, wadeniarks, and eopyfights in any way involved in the worts. The Contractor and bus sureties shall indomnify and save harjaitcs.s the O ncr from any and al l claims for infringement by reason of the use of any such trade-tuark or capylight int ccrnnec ion with the work agreed to be performed under these Contract Documents, and shall indenmify the Owner for any cost, expense., or damage which it may be obliged to pay by reason of such irafiingement at my.tinie during the ptosmut ion 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 the design, type of construction or mated aI or equipment spm-if+ied in the Caratract Docatnews furnished the Contractor by the Owner, and to hold the Contractor harmless on ncrount of such suits. C6-6.4 SA—NffARY PROVISIONS,S, The Contractor shall establish and enforce among his employees such regulatiojis in regard to cleanliness -and disposal or garbage and waste as will tepid to prevent the inimption and spread of infectious or contagious diseases and to effectively' prevent the creation of a nuisance about the work on any property either public or private. and such regulations as are requircd by Law shad be Put into immediate force and effect by ffie Contractor_ The nec"&t y sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be i constructed and maintained by the Contractor and their use shall be strictly enforced by C6-6(l) the Contractor. All such facilities shl dl he kept in a clean and unitary condi#ioh,.free from objectiombic odors so as not to cause a nuisance. ,All sanitary laws and regulations ofthe State of Texas and the City shall be strictly-complied with. C;6-6.5 PUBLIC SAFETY AND CON ENI-ENCE: Materials or equipment stored about the work shat l he placed-and used, and thr. work shall at all times be so conducted, as to cause no greater obstruction or inconvenieni�e to the public the is considered to he absolutely necessary by ilie Engineer. Tht- Contractor is required to maintain at all times ail phases of his work in such a manner as not to impair the safety or convenience oftho public, including, but not limited to, safe and convenient ingress ani# cgr to the property contiguous lot be work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual lrenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or gravel or suc: other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approvte a.4i appropriate. Sucli other meaner may include the. diversion of driveway traffic, with specific approval by the Fmginter, If diversion of traffic is approved by the Engineer at any location, the Contractor may make arrangements satisfactory to the Engirjcer for tete diversion of traffic, and shall, at his expense, provide all materials and pcdorm all work necessary for the construction and maintenance of roadways and lni€lges for such diversion of traffic. Sidewalks musk not he obstnicted except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used its 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, 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 pubtic canvmience and safety which niay conic to its attention, atter twenty-four liours notice in writing to tho Contractor, save in cases of emergency when it shall have, the right to remedy any neglect withoutmotice, and in either case, the cost of such work or mated als furnished by (lie Owner or b the City shah be duhmted from the monies due-or to become due to the Contraraor. The Contractor, after approval of the Engineer, shall not'if'y the hire Department lHeadquamrs, Traffic Engineer, and Police Dep t, whoa any street or alley js mquested to he closed or obstructed or any fire hydrant is to bo made inaccessible, and when so directed by Lite Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Depanment Headquarters when aU such obstructed streets, alleys, or hydrants are placed back u� service. herr the Contractor is required In construct ternporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in conneution with such crossings shall inclu& the roadway approaches as well as the strucmes of such crossings. 6-6(2) The Contractor shall at all times conduct his operation and use of cortstruction rnachiinery so as not to damage or destroy trees and scrubs 1c uatcd in close proximity to orcin the site of the work. WhQrevcr any such damage may be done, the Contractor shall irmnediately satisfy all claims of property owners, and no payment will be made by die Owner in settlement of such ol; ms. The Contractor shall dile with the Enginmr a written statenient showing alt such clai.ins adj Listed. C6-6.6 PRMLEGES OF CONTRACTOR IIS STREETS, ALLEYS, AND RIGHT-OF-WAY_ For the performance of the contact, the Contractor will be permitted to use and occupy such poilions of the public streets uid alleys, or other public places or other rights-of-way as provided for in the ordinances df the City, as shown in the Contra t Doeurments,cor as may be specifically authorized in writing by the Engineer. A feasonable amount of tools, materials, and equipment far constrautinn purposes may be stored in such space, but no Mare than is necessary to avoid delay in the construction operations. Excavated and wash materials shall he piled or staked in such a way as not to interfere- with the use of spaces that may be designated to be left free and unobstructed Md so as not to inconvenience occupants of adjacent property. If the street is occlapied b railroad tracks, the work -9ball be carred 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 thu work and premises used by the Con(ractor and shall be provided all reasonable facilities and assistance for the, completion of adjoining work. Any additional grounds desired by the Canttactor fbr his use shall. be provided by him at his own cost and expimse. 06-6,7 RAILWAY CRO I1 G : When the work encroaches upon any right-of-dray of any railroad, the City will Mecum the necessary easement for the work_ Where: the railroad tracks ate, to be crossed, the Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work and take all precautions for the safety of property and the public. Meg'06ations with the milwa companies for the permits shall be done by and through the City. The Contractor sliall 66ve the City Notice not less than five days prior to the time of his intentions to begin warm on that portion of the project which is .related to the railway properties. The Contractor will not be given extra wwpznsation for such railway crossings unless specifica[ly set forth in the Contract Documents. C6-6,8 BARRICADES. W AR.NJNGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the C:oniractor shall at his own expense furnish, eTect, and maintain such baiTicadcs, fences, lights, and danger signals, shall provide such watchnian, and shall take all such ather precautionary measures for the protection of persons or property and of the. work as are necessary. Barricades and fence, shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall fish and maintain at least one easily visible buTuiuig light at each barricade. A sufficient nvtubei• of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under C6--6(3) construction or being maintained. The Coatrwtor shat l furnish watcfa nern and keep the'M at their respective as5igurnents M sufficient numbers to prolwt the work and prevent accident or damage. Al itnstallrttions and procedures shall be consistent with pmvisionrs set forth in the "1980 Texas Manual on Uniform Traffic Conual Devices for Streets and Highways" issued under the auihority+ of the "State of Texas Uniform Act Regulating Traffic an Highways'", codified as Article 6701d erart's C±iviI Statu , pertinent section beim Sectioni Nos. 2 7, 29, 30 and 3 1. The C'ontractur wiII not remove. any mg-alatory sign, instructional sigt3., strut name sign, or outer sign which Inas been erected by the City. If it is dztern-Lined that a sign must be removed to permit required construction, the Contractor shall contact the Translrortation and Public Works Departmenk Signs and Markings Division (phone number 871-8075), to remove the sign. Irn case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the tequirements ofthe above referred manual and such temporary sign must he installed prior to the removal of the~ perm anmmt sign, U the temporary sign is not installed eorrectIy or if it does not mou the required specifications, the perniLanent sign shall be left in place until the temporary sign mquirevants are met. When construction work is completed to the dxteat that the perruutent sip -can be re- irkstaSW, the Contractor shall again contact time Sigrfs anti Markings Division to re-install the perinanent sign and sluill leave his tumporamy sign in place until such re-installation is completed. The Contractor will be held responsible foe all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect therm. Whenever evidence is found of such damage to the work the Enghieer may order the damaged portion immediately removed and replaced by time Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fernees and lights, and for providing watchmen shall not cease unfil time pMj€ t 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 nttactor for the Work and materials involved in the constructing, providing, and maintaining of barricades, sigma, fences, and lights or salaries of watchmen, for the subsequent removal and disposal of such barricades; sips, or fon` any+ other incidentals necessary for the proper proteclion, safety, and convenience of the public daring the contract period, as this work is.considered to be subsidiary to the several items for which unit or lump sunt prices are requested in the Proposal, C:6-6.9 )USE OF EXPLOSIVES. DROP W1=GHT= ETC: Should the Contrntor elect to use explosives, drop weight, etc., in the prosecution of the work, the utraost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify time proper representative of any public service corporation, any company, irndividuat, or utility, and the Owner, not less than twenty-four hours in advanoa of[lie use 6-G(4) of any activity which might damage or endmiger their or his.property along or adjacent to (lie work. Where the use of-explosives is to be permitted on the project, as spocificd in the sp cial Conditions Documents, or the use ofexplosives is requested, the. Contractor shAlI submit notice to Ilie Engineer in writing twenty-four Hours prior to commencing and shah furnish uviderice that he has itisurance coverage to protect against any damages and/or injuries arising oLit of such use of explosives. C6-6.10 WORK WrrHJN EASEMENTS- Where the work passes over, through, or into private property, the Owner wi I1 provide such Fight-of way or uasernpnt p ivileges, as the City may deem necessary for the prosecution of the work. Any additional rights-of- ay or work area considered necessary by the Contractor shall be provided by frim at his expense, Such additional iights�f=way or work area shall be acquired for #be benefit of the City. The City shall be notified in writing m to the rigkits so acquimd before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property, The Contractor will not be allowed to store equipment ar material on private property unless and until the specified akpgrovaI of the property.owner has been secured in writing by the Contractor and a copy Iurnished 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 proieat construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to provent damage to, all tress, shrubbery., plant's, lawns, fences, culverts, curbing, and -all other types of strictures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole linos, or appurtcnangm thereof, including the construction of temporary fences and to all other }public or private property adjacent to the-work. The Contractor shaII notify the proper liepmentativet of the ovmers or occupants of the public or Priv.ate lands of interest in lands which might be affected by the work. Such notice shall he 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 intc-rest in land tnight be 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 rnwmer or method or execution of the work, or at any time duo to defective work, material, or equipment. When and where any direct or indirect or injury is done to pubHo or private property on account of any act, otnission, neglcci, or misconduct in the execution of the work, or in consequence of non-execution thereof on the Sart of the Contractor, be shall restore or have restored as his cost and expense such property to a condition at least equal tg that existing before such damage or injury was done, by repairing, rebuilding, or otherwise C6-6(S) replacing and restoring as may he directed by the Owner, or lie shall make good such dz=ges or injury in a rnaruter acceptable to die owner of the property and the l tnginmr. AT] fences encountered and removed during cons uclion of this project shall be restored to the original or a.batcr than original condition upon completion of this Project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall sel cross brace posts on either side of the permanent easement before the fence is cul. Should additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the paint of the proposed cut in addition to the cross braced pasts provided at the permanent easements limits, before the fence is cut. Temporary Fencing shal.l be erected in place of the fencing removed whenever the work is not in progress and when the site it vacated overnight, and/or at ill tames to prevent livestock Boar entering the constmotion area. The cost for fence remaval, temporary closures and replacemesrt snail be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be Glowed for any srxvice associated wit# this work. In arse of failure on the part of the Contractor to restore such property or to make good such damage or injury, the Owna may, upcm 48 hour written notice Lmder ordinary circumstances, and without notice when a nuisance or hazardous conditions results, proceed to repair, rebuild, or nrtherwise restore such property as may be detunmined by the Owner to be necesswy, and the cast thereby will be deducted from any monies due to or to become due to the Contractor under this contract. 6.x.1 i INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform alt work anal services hereunder as-aur independent contractor, and not as an officer, ag mt, servant, or employee of the Owner. Contractor shall have exclusive control ofand e+cclusiva right to control the details of all work and services performed hereunder, and all persons perfon ming the same, and shall be solely responsible for the .acts and omissions of its officers, agents, servan[s, employees, contractor, subcontractors, licensees and invitees, The doctrinc of re. ondeat superior shall not apply as between Owner and Contractor, its officers, agents, amploym, contractors and subcontractors, and nothing herein small be construed as creating; s parl.ncr Mp or joint einterprise between Owner and Contractor. 6-;6.12. CONTRAC'TOR'S RESPONSIBILITY 'FOR DAMAGE LLAIM Contractor covenants and agrees to, and does hereby indemnify, hold liarmless and defend Owner, its officers, agents, servants,-and ern plo oes from and a&nst any and all claims or shits for property damage or loss and/or personal injury, iucludisng death, to any and all persons., of whatsoever kind or chm-acter, wlhether real or asserted, arising out of or in connection with, directly or indir tly, the work and services to be performed hereunder by the Cornu-actor. its officers; agents, employees, contractors, subcontractors, licensees or invitees whutirer or not caused, in whole or in apart, by alleged negligence on the part of officers, agents, ernrployees, contractors, suhccntractors, licensees or invitees of the 6-b(fr) Owner; and said Contractor does hereby covenant and agree to assume all liability and req,ponsibility of Owner, its officers, agents, servants, and employees for property damage or loss, midlor personal injuries, inc Iuditi g death, to any and all person of whatsoever mind or character. whether meal or a"erted, arising opt of or in connection with, directly or indirectly, the work and services to be perfbmiW Iteret,nder by the Contractor, its officers. agents, employees, contractors, subcontractors, Iicensees or invitees, whether or not caused, ill whole or in apart, by alleged negligence of officers, agents, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, anti does hereby, indemnify and bold harmim Owner from isiid against any and all in'juries, loss or dainages to property of the Owner daring the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting fr m, in whale or in apart, any and all alleged gets of ornission of officers, agents, employees, contractors, subconuiloors., heensces, or invitees of the Owner. [n the event 'a claim written for damages against the contraCLor or its subcontractors remains wiaettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a Final inspection, firird payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30-days aftr the date of suph final inspection, ubless the Contractor shall submit written evidence sakisfactory to the Dirmtor drat the claim has heen settled and a release,has burls.obtained from the claimant involvW. If the claims concerned ret smi s unsettled as of I lie expiration of the alcove 30-day period, the Contractor may be deemed to be entitled to a.semi-find payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then clue Ims the dollar vMne of any written claims pending against the Contractor arising out of perfomiancc of such work, and such semi-final payment may then be recojim ended by the Director. The Director shall not eecommend final payment to a Contraotor agaima whom such a claim for damages is outstanding for a pe3iod of six months follo big the date of the acceptance of the work performed unless the Contractor subrnits evidence in writing satisfactory tot he Director that: 1. Tht cliaim has been settled and a release has been obtained fi-om the clalwmi involved, or . Gocd faith efforts have been made to settle such outstanding.claims, and such goad Faith.efforts have failed. If condition (1) above i� mei at any time within the six month period, the Director shall recommend that the, final payment to the Contractor be made. if condition (2.) above is met at any time within the six month period, the Director may reco=cnd that final payment to the, Contractor he made. At the -expiration of the six month period, the Director rrtay recommend that final payment be mMc if all ether work Inas been performed and all other ob]igations ofthe Contractor have been met to tho satisfaction.of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work l-Toni a Contractor against whom a claire for damages is outstan&Rg as a resu It of work performed under a City Contract. C6.6.13 CONTRACTOR'S CLAIMFOR DAMAGES: Should the Contractor claim compensation doe any alleged damage by reason of the acts or omissions of the Owner, lie shall within three days after the actual sustaining of such alleged damage, male a written statement to the I✓nginerr, setting out in dctaiI the natare of the alleged damage, and on or before the 51e' day of the month aicceeding that in which ant such damage is claimed to have: been sustained, the Contractor Shall file with the, Engineer an itemixcd statement of the details and the amount of such alleged damage and, upon request, shall give the E€rg3ncer access to all books of account, receipts, voue--hers, hills of lading, and other books mpzpers containing any evidence as to the amount ofsuch alleged damage. Unless such statements shall be Filed as hereinabove squired, the Contractor's claim for compensation shall be waive, , and he shall not be entitled to payment on accotutt of such damages, C6-6.14 ADJUSTMENT OR RELOC TION Cif.PUBLIC Ln-ff F TE E'['C.: In case it is nmcssuy to change, ninve, ur alter in any manner thu property of a public utility or others; the said property shaIl not be mo-+ed or interfered with until orders thereupon have hreen issued by the Engineer. The right is reserved to the owners of=pub lie utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the"perty that may be necessary by the performance of this Contract, C6-6.15 TEMPORARY EWER AND DRAW 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 mnnoctions for all private or public drains and sewers. The Centraetor shalt also take care of all sewage and drainage whieb will be received from these drains and sewers. and for this purpose he shat[ provide 'and maintain, at his own cost and expense, adequate pumping facilities and tempor-aty outlets or divisions. The Contractor, at his own cost and expense, shall construct such troughs, pilies, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are its service. The axisng sewers and connections shall be kept tri service and maintaimd under the Contract, except when specified or ordered to be abundoned by the Engineer, All water, sewage, d other waste shall be disposed of in a satisfactory manner so that no nuisan4be is created and so that the work under construction will be adequately protected_ Cts-tr(8) C6-6.1-6 ARRANGEMENT AND CHARGES FOR WATER FURNTSHED BY THE Cl TY, When the Contractor denims to use City water in cortrtection with arty construction work, lie, shall make complete and satisfactory arrangonients with the Fort Worth City Water Department for so doing. City water fumished to the Contractor shall be delivered to the Contractor from .a ca ntection on an .existing City main, All piping required beyond the paint of delivery shall he insta]Ied iiy the Contractor at his own expense. The C'ontractor's responsibility in the use; of all exisling fire hydrant and/or valves is detailed in Section F2-1.2 TSF OF E iFrYDRANTs.AND VALVES in these General Contract Doeumumts. When meters are ersccl to measure the water, the charges, if any, for water will be;, made at the regular established rates. When metem are not used, the charges, If any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be itiade orr estimates and rates established by the Director of the 1~ort Worth Water Dr-pR tmen1. Q 6-6.17 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 notice of the Fngineer, and such usage shall not be held to be vi 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 reiwvals of any section of the work so put into use, flue to detective materials or workmanship, equipnient, or deficient operations on the part of the Contractor, shall be performed by.the Contractor at his expense. 0646.18 CONTRACTOR'S RESPON S1B1L1.'TY FOR THF WORK, Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and cm of the'Contractor, and he shall tale every necessary precaution to prevent injury or damage to the work or: any part thereof by action of the elements or from any came -, whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at Eris own expense, all igjuries or d=nage to any portion of the work accasioned by any of the hereinabove causes. C6--6,19 NO WAT R OF LEGAL RIGHTS: Inspeutign by the Engineer or any order by the Owner by payment of money or auy paymcm for or acceptance of any work, or any extension of time, or any possession taken by the City sha not operate as al waiver of any provision of'the Contract Documents. Any waiver of any breach or Contract shall not be, held to he a waiver of any outer or smbsqaent breach. The Owner reserves the right to correct any error that may be discovered in any esti nate that may leave been Paid and to adjust the same to titect tate mquireinents of the Contract Doeurncnts. 6- ( ) C6-6.20 'PERSONAL LLkBILITY OF PUBLIC OFFICIALS: [in -carrying out the provisions of these Contract Documents or in exercising any power of authority granted therainder, there shall bo no liability upon the authorized representative of the Owner, either persona Ily or other wise as they ars agents and representatives of the City. C6-6.21 STATE ALE 'rAX. On a contract awarded by the City of Fort Wot1h, and organization which qualifies for exemption pursuut 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 perfornance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor its lieu of the tax shall be subject to and shall comply with. the provision of State Comptroller's Ruling .011, and any Other applicable State Comptrollers rulings pertaining to the Texas Limited Salus, Excise, and Use.Tax Act. On a contract awarded by a developer for tke construction of a publicly-owner improvement in a street right-of-way or other easement ostrich his been dedicated to the public and the City of Hort North, an organization which qualifies for exemption pursuant the provisions of Article 20,44 of the Texas Limited Sates, Excise, and Use Tax Act, the Contractor can probably he exempted in the same manner stated above, Texas Umiled Sales, Excise, ami Use Tax Act permits and information can he obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, T C"6-6(10) PART C - GENERAL COND'rTIONS C7-7 PROSECUTION AND PROGRESS SECTION 7-7 PI OSIK-UTIObl AND PROGRESS-, 7-7.1 SLTBLET"TrNG. the Contx-wtor sball perfomi with lois own orgaization, acid with the assistance of workmen Luidcr his immediate stIperintendmIce, work o:f a value of not less thou fifty {50°o) percent of the value embraced on the contract. lF the Contractor sublets any part of the work to be done under thew Contract Documents, he will not Under any circnrnstances be relieved of the responsibility and obligation assumed under these Contract Documci3ts. All t-misactions of the Engineer will bo with. the Contractor. Subcontractors will be considered only in the capacity of employees or women of the Contractor and shall be subject tot he 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 Irerson or by s superintendent or.other desigaiateclrepresentatives. C7-7.2 ASSTGNMENT OF CONTRACT: The Cbntractor skull not assign, transfer, sublet, or otberwi.se 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 Sirrelim. Tf the Contractor does, without suet previous cansent, assign, transfer, subllei, convcy, or otherwise dispose of the contract or his right, tide, or interest therein or any part thereof, to any person or persons, pa tttership, company, firm, or corporation, or does by banlcr Vicy, voluntary or involuntary, or by assignment Linder the hisolvency laws of any states, attempt to dispose of the corttract may, at the option of the Owner be revoked and annulled, unless the Sureties shall sttccessfally complete said contract, and in the event of any such revocation or annulment, any mantes due or to became due under or by virtutr of said contract shall be retained by the Owner as liquidated damages for the reason Chit it would be impracticable aim extremely difficult to Jix the actual darnages. C7-7.3 PROSECUTION OF THE WORD: Prior to ht-,ginning any construction operations, the Contractor -shall submit to the Enjg nwr in five or more copies, if requested by the Engineer, a progmss schedule preferably in chart or diagrrarn fame, or a brief outlining in detail-arid step by step the manner of prosecuting the work and ordering. materials and equipment which he expects to follow in order Co complete Cho project in the scheduled time. There sball be, submitted a table of estimated amounts to be earned by the Contractor during each monthly ostimate period. The Contractor shall cornmence the work to be peifarrrted under this contract within the time-limit Stated ill these Contract Doc uiments acrd shall conduct the work in a continuous. m,-ffiner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the tune limit. C7-7(1) The sequence requested of all construction operatiorns shall be at all times as specilied in the Special Contract Documents. Ajiy Deviation fmtn such sequencing shah be submitted to the Euginr,cr for Ms approval. Corntractor shall not proceed with any deviation until hn has received written approval from the. Engineer. Such specifL:ation or approval by the Engineer shall riot relieve the Contractor from full responsibility of ibe compicte performance afthye Con tract. The contract tirne may be changeA only as set forth in Section 0;7-7.8 EXTENSION OF TRAE OF COUIPLE71ON of this Agreement, and a progress schedule shall not constitute a change in the contract.time. 7-7.4 LI ITA71ON,OF OPERATIONS: Thr, working operations shall at all times be waducted by the Contractor so as to create a minimtun arniount 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 opermlious in a portion of a street or public way greater than is necessary for proper exec-Lidan of the work, tha Engineer may require the Contractor to finish the sec6en on which operations are in progress before the work is connnenced on any additional section or street, C7-7,5 CHARACTER OF WORKMEN AND EQUIPMENT, Local labor shall be used by the Contractor whoa it is available. The Contractor may bring from outside the City of Fort ;North his .key mens and his superintendent. All other workmen, including equipment operators, may hr, imported only after the local supply is exhausted. The Contractor skull employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perfornx the d4ties and tasks assigned to them, and the Engineer may demand and secure the surnmary dismissal of any person or persons employed by Lhe Contractor in or about or on the work who, in die opinion of the Owner, shall misconduct himself or to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise Qbjectionable or negluctful in the proper performance. of his or their duties, or who neglect or refuses to comply with or carry out the direction of the owner, and such person or persons shall not be employed again thereon without wri#ten oonsgnt of the Engri3rreer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to thein and operate any equipment necessary to properly carry out IN,- performance heperformance of the assigned duties. Tbc Contractor shall fiunish and maintain on the work all such cquipment as is considered to be necessary for the prosecution of the work til an acceptable ma[mar and at a satisfactory rate of progress. All equipment, tools, and machinery used for handLing materials and executing any part of the work strati ba subject to the approval of the Engineer and shall be maintalne€i in a satisfactory, safe and efficient woridng condition. Equipment on any porion of the work shad he snnclr that DO injury to the work. Warfunaen or adjacent properly will result from its use. C7-7(2) C7-7.6 WORK SCHEDULE: Elapsed working days shall he computed starting with the first day of the-work completed as defined ire C1-1.23 " ORKTNG DAYS" or the date stipulated in the"WORK OR ORDER" for beginning work, whichever comes first. Nwhing in these Contrael Documents shall be cbnstrued as prohibiting the Contractor from working on Saturday, Sunday or Legal HoiRdays, prmviding 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 that the precedirtg'rhur ay. b. Any work to be done on the project -an such a specific Saturday, Sunday or Legal holiday must be, in the opinion of the Engineer, essential to the timer completion cif the pmje& The Eagi:leer'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 extra compensation shall be nllowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Hialiday. Calendar Days shall be defined in C1-1.24 and the GanMcLor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLE`i ON. The Contractor shall cornimemce the workitig operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do 'so shall be considered by Clue nwner as abandomnent of the Contract by the Contractor ud the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insijre that the whole work will be performed and the premises c1mied tip in accordarnce with the Contract Doc,uments and within the time established in such documents and such extension-of time as maybe properly authorized. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor"s request for an extension of time of completion shall be considered only when the r uest for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shalt occurred. Should an extension of the time of wrupietion be requested such request will be t`orwar€led to the City. Council for approval. In adjusting the contract time for completion of Norte, caDsideration will be, given to unforeseen causes beyond Che contmi of and without the fault or negl.igezice of the Contractur, fire, flood, tomadoes, epidendes, quarantine restrictions, strikes, embargoes; or delays of wh onthictors due to such causes. C7-7{3} When the date of completion is based ars a calendar day bid, a request for extension of time hr--cause of inclement weather will not be con,,idered. A request for extension of time due to inability to obtain supplies and materials wilt he considered only when a review of the Contractor's purchase order dates and other peminent data as requested by the Engineer indicates ttiat the Contractor has made a banaizde attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials frons altemaut sources in case the first source carutat make de1ivary. Ifsatisfattury execution and complaion of the contract should require work and materials in greater amoutits or quantities than those set #Forth.in the approved Contract Documents, then the contract time mat be increased by Change, OrdQr, 7-7.9 DELAYS, The Contractor shall receive no compensation for delays or hindrances tothe work, except when direct and unavoidable .extra cost to ft Contractor is caused by the Failure of the City to provide inf"omiation or material, if any, which is to be f miished by the City. When such eNtra compensation is claimed, kt written statement thereof shall be presented by the Contractor to the EnOneer and if by the Engineer found cormnt, shall be approved and reFerred by the E.ngina�r to the City. Council for final approval or disapproval, and the action thereon by the Cit} Council shall be final and binding. If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the faillare of the City to provide material or necessary instructions for calrr wy,cm the work, then such delay will entitle the Colimactor to an equivalent extension of time, his application for shall, however, be subject to the approval of the City Council: and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations-herek n&r which slWl remain in full Farce until the discharge of the contract, 7-7.10 TIME OF COMPLETION- ' lie tsrne 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 wilI require to Fully cOrrrpkete this wntrac.t or the tame of completion will be specifiud by the City in the proposal section of the Contract Docum=ents. The number of days indicated shall be a realistic estimate of the thue required to COmplew the work covered by the specific contract being bid upon. Tire amount of time so stated by the successful bidder or the City will become the time of completion specified its the Contract Documents. For each calendar day that any work: shall remain uncompleted after tic time specified in the- Contract Dacummts, or increased time gmntcd by the Owner, or as automatically increased by additional work nr mter#als ordeF after the contract is signed, ilio sum per day given in the following schedule. We otherwise specified in other parts of the Contract Documents, will he deducted from the monies due the Contractor, not as a penalty, but as liquidated tlamsges suffered by the Owner. 7-7(4) MOi NT OF WNTRACT AMOUNT OF LIQUrDATED DAMAGES PER DAY Less than 5.000 inclusive $ 35,00 5,001 to $ 15,000 inclusive 3 45_00 $ 15,001 to $ 25,000 inclusive $ 63.00 25,001 to 50,000 inclusive 1055 (() 501401 to 100,000 inclusive $ 154A) $ 100,011 to 5001000 inclusive I0.00 5W,001 to $ 1,400,000 inclusive 315.40 i'wo"001 to $ 2,000,000 inchsive $ 420.00 2,000,000 and over $ 630.OD The }parties hereto undi-, tWnd 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 incapable or very difficult to calculate die to lack of accurate information, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the Coity for harm caused by any delay. -7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on sued paA or parts of the work ordered by any court, and w l l riot he entitled to additional comptms.a ion by virtue of such court order. Neither will he be liable to die City in the vent the work is-suspended by.! Court Ordcn Neither will the Owner be liable to the, Coin tractor by virtZrc of any Gourt Order or aetion for which the Owner is not solely responsible. 7-7.12 TEMPORARY SUSPEN.S10M Tice Owner shall have the right to suspend the work aperaUon wholly or in part for such period or periods of time as lie may deem necessary due to unsuitable weather conditions or any other unsuitable conditions which in the opinion of the Owner or En&eer cause further prosecution of the work to be unsatisfactory or detrinwAital to the int=.st of the project. During temporary saspansion of the work covered by this contract•: for any reason, the Owndr will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should becurne necessary to suspeud work for an indefinite period, the carivactvr shall store all materials in such mariner that they will not obstnict or impede the public tumecess�uily nor become damaged in any way, and he, shah take every precaution to prevent damage or deterioration of the work performed; lie shalt provido suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to completo a portion of the prolcct dose to causes beyn)nd the coutrvl of and without the fault or negligence of the Contractor as set forth in Paragraph C;7-7.8 EXTENSION OF THE TWE OF COMPLMON, mid should it be 7-7(5) determined by mutual consent of the Ccintractnr and the En inuer that a solution to allow construction to proceed is not available within a icasonable period of thee, then the ontrac.tar may be reimbursed For the oast of moving ]tis e€lutpnient afl'•' the job and m(urning the necessary equipment to the job when it is determined by the Enginm that construction way he resumed. Such. reitnbursemertt shill be based on actual cost to the Contractor sof moving the equipment and no profit will be al[owed. No Tt=bitrsertxent.shA] be allowed if tho cquipmeat is moved to another construction project for the City of Fort forth. The Contractor slid not nuspend work without written notice funny the Enginrer curl shall proceed with the wofk operations promptly when notified by the Engineer to resume operations. C7R7.13 TFRNUNATION OF CONTRACT DUE TO NATIONAL EMEERGENCTY- 1 henever, because of National Ememgen y, so declared by the president of the United States or other lawk authority, it becomes impassible 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 Conti-actor shall within seven days notify the City in writing, giving a detailed gtaternmt 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 Cantmdor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, thm if the Owner cwmot after tmsonable effort assist the Contractor in -procuring arra Winking available the necematy tabor, materials, and equipment within thirty days, the Conwactor my 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 fival Settlement Mutually acceptable to both the Owner and the Contractor and final payni nt shall be made in accordance with the terms of the agyreed settlement, which shall include. But not be limited to the payment for all work executed but not anticipated profits an work which has not bean performed. C7-7,14 SUSPENSION OR ABANDONMENT OF TILE WORK AND A.NNLIL;IVTE IT F TIME CONTRACT- The work operations on all or aay portion or section of the worst under Contract shall be suspended inimediately on written order of the Engineer or the Contract may be declared canceled by the Cit} Council for any gaud and sufficient cause. The fallowing, by way of exart}ple, but not of limitation, may bu considered grounds far suspension or cancellation: a, Failure of the Contractor to commence work operations within tate time specified in the Work Order issued by the Owner. h. Substantial evidence that progress of the work operauons by the Contractor is insufficient to complete the work within the spt cifted time, C7-7(6) C, Failure of the Contractor to provide and maintain sufficient labor and equipment [o}properly execute [lie working operations. d. Substantial evidence that the Contractor hAs ahandonad the work. P.. Substantia] evidence that the Contractor has become insolvenI or bankrupt, or otlierwise iinwicially unable to carry on the work sat.isfactioriIy. f; Failure on the part Q the Con tractor to observe any requirements of the Cantmct 1_}orai mtmts or to comply With any orders given by the Engineer or Owner provided for in these Contract Documents, g. 1*aiIure of the Cantra.ctQr prontpi~ly fo rna,ke goad any defect in m4terials or worlurtamhip, or any defeats of any nature the correction of wWch has been directed in writing by the Engine&or the Owwner. h, Substantial evidcnce of collusion for the purpose of i11agally proctiring-a contract ar perpetrating fraud on the City in the construction of work under contmct. 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 Contractorcommences legal action against the Owner. Copy of die suspeminn order or 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 canceled, the ContrActur shall discontinue the work or such part thereof as the owner shall d%ipaW. whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue,, and ni ay perform the same or may, with written consent of the ovwner, sublet the work or that portion of the work as taken over, provided howev or, that [lie Sureties shall exercise their .option, if at all, within two weeks after the written notice- to discontinue- the work has been served upon the Contractor and upon the Sureties or their authorized agents. 'Mr, Sureties. in such event shall assume the Conitactor's place in all Mtipects, and stall be paid by Elie Owner for ail work performed by them in accordance with the terms of the Contract Documents. All monies remaining due tete Contractor at the time of this default shall thereupon became due and payable to the Sureties as the work progresses; subject to all of the terms ofthie Contract Documenti. C 7-7�7) In case the Sureties too not, within the hereinabove specified time,, exercise their right and option to ass-ane the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contrat t or othemisc, as it may determine, the work herein described. or such work thereol' as it may deem necessary, and the Contractor hecto agrees that the Owner shall have tiie right to take possession of mid use any materials, plants, tools, equipment, supplies, an€i pmperty of any kind provided by the Contractor for the purpose of carrying on the work and to procum other tools, equipment, materials, labor and property for the completion of the work, and to charge W the account of Me Contractor of said contract expense for labor, materials, toots, 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 ally time thereafter to the Contractor under and by virtue of the Contract or any part thercof. The Owner shall not he requiTed to obtain the lowest hid for the wort€ completing the contract, but the expense to be deducted "I 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 saute had been completed by the- Contract, then the Contractor and his ureties shalt pay the amount of such exem to the City on notice from the Owner of the excess clue, When any particular part of the work is being carried an by the Owner by contract or otherwise under the provisions of this section, the Contractor shall Continue the remainder of the work in conformity with the lerrns of the Contract Documents and in such a manner as to not hinder or interfere with the performance of the work by the Owater, C7-7.15 FtJLFILi-hi£i 'F OFCONTRACT-The Con t will hr- considered as having been fulf Ikd, save as provided in any bond or bonds ar by lave, when all the work and all sections or parts of the projecl covered by the Contract L cumews have been finished and completed., the fns inspection made by the Engineer, and the final acceptance and final payment roach by the Owner. C7-7.16 TERMINATION FOR CONV ELATE iCE OF THE O WNER: The perforrnance of the work under this contr t may he terminaled by the Owner in whole, or from time to tithe in part, in accordance with this section, whenever the Owner sh.s11 determine that such tem-rinatian is in the hest interest of the Owner. A. 1 CTICF? OF TERMINATION, Any Termination slW be effected by mailing a notice of the termination to the Contractor specifying the extent to which performtince of work under the contract is tem-dria#ed, and the date upon which such termination becartzes effective, receipt of the notice shall be deemed conelwAvely pmiumW and established when the letter is placed in the United States Postal Service Mair by the Owner, Further, it shall be deemed conclusively presumed and e�tabliished that such termination is tnade with just cause as therein stated; and no proof in any C7-7(8) claim, demand or suit shall he required of the Owner regarding such discretionary action FB. CONTRACTOR AMON. Af}Pr wceipt of a notice of WTmination,. and except as-otherwise directed by [lie Engineer, the Ooniractor shall: 1. Stop work under the contract on the date and to the extent specifcd in the ti9dcc of termination; 2. place; no tardier orders or subcontracts for materials, services or Facilities except as may he neem�, for cornplvAion of such portion of the work under the contract as is not terminated, 3. cerTminate all orders and subcontracts to the extent that they rclatc to the perfbrmance of die work ticrmrnated by notice of ten-nination; 4. transfer title to the.Owner and deliver in the manner, at the threes, and to the extent, if any, directed by lIx Erigi neer: a, the fabricated or unfabricated parts, work in progress, completed work, supplies and other material product as a part of, or acquit-ed in cormection with the performance -of, the work terminated by the notice of the termination; and b. The completed, or partially completed plans, drawings, in onttation and other property Which, if the contract had Wen completed., would have bma requ#red to he furnished to the Owner. 5. complete performance of such work as shall not have been terminated by the notice of termination, and 6. 'rake such action as may be necessary, or as the Enhincer may direct, for the pro#ectim and preservation of the property related to its contract which is in the possession of the Contractor and in wWch the owner has or may acquire the rest. At a time not iatcr than 30 days after the termination date spcccitied in tete notice of termination, [lie Contractor may submit to the Engineer a. list, certified as to quantity and quality, of any or all iterTis of termination invents-y not pruviowisly disposed of. exclusive of itoms the disposition of 7-7(9 -which has been directed or authorized by Engineer, Not later than 15 clays Cher ter, the owner shall accupt title to such items provided, that the I,;t submitted shall be subject to vcri icAlion by the Ea&ieer upon remova€ of the items or, if the items are stored, within 45 days fmrn the date of submission of the list, and any-nvcessaryadjustments to correct the list as submitted, shall be made prior to final settlement. , TERMINATION CLAIM, Within 60 clays alter the notice of termination, -the Contractor shall subinit his temiination claim to the E ngincr in the form and with The certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon requeai of the Contractor, made in writing within such 160-day period or authorized extension themf, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions cif item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the amount or amounts to be paid to fixe. Canttactor by reason of the total or partial terrai nation of the work puTquant lierew; provided, that such agreed amount or amounts shall never exceed the total contract price reduccd by the arnaLint of payments otherwise mads and as Rinher ruduoxl by the contract price work not terminated. The contract shall be amended ae rdirtgl , 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 by rein of the termination of work pursuant to This section, shall be deemed to limit, restrict or otherwise determine ar affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. AII} TRE TO AGREE- In the even[ of the failure of the Contractor and the Owner to agree as provided in C7-7,16(D) upon the whole zmaunt to tic paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determiner oxo the basis of information available to ii, the amount, if any, due to the Contractor by reason of the. termination and skull pair to the Contractor the atrtnunts determined. No amount stiall be dtie for lost or anxticipated pn)fits, F. DEDUCTIONS, lig arriving at the amount due the Contractor under this section there shall be deducted; 1. all unliquidated advance or other payments on recount theretofore made to the Contractor, applicabic Co the terminated portion of"this contract; 7-7(tO) 2, any claim which the Owner may have against the Contractor in connection wide this contract; and I the agreed price for, or the proceeds of the sale of, any materials, suppIies or other things kept by the Contractor or sold, .pursuant to the provisions of this cla-use, and not otherwise ixovercd by or credited to the Owner. . ADJUSTMENT. if the termination. hereunder be partial, prior to the ettlernortt of the lenninated portion. of this contract, the Contractor may Me with the F?ngincer a request in writing for an equitable adjustment of tine price or prices specified in the contract rclaLing to the continued portion of the contract (the portion not terminated by notice, of termination), such equitable adjustment as may be agreed upon shall be made in suiA price or prices; noting contained herein, however, shall limit the tight of #lie owner and the Contractor to agree upon the arnlount or amounts to Fre paid lot he Contractor for the completion of the e6ntinued portion of the contract when said contract docs not contain ai3 established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Noting contauyed in this section sball limit or alter the rights which tho {honer may have for termination of this contract under C7-7.14 heiwf entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT" or-any other right which the Owner niay have for default or breach of contract by Contractor. C7-7.17 SAhFry N4EUjQDS AND PRACTICES: The Contractor shall be responsible for initiating, maintaLaing and supervising all sarety precautions and programs in connection with the work at all times and shall worrre all responsibilities for their enforcement, The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protea person and property from injury, including death, or damage in connection with the work. 07=7(11) PART C vNF.RAL CoNDIT oNs C8-R MEASU RRMIEW AND.PAYMENT SECTION C8,8 MEASUREMENT AND PAYMENT CS-8.1 hALU EMENT QF QUAN lTI'1ES. The detem-dnation of quantities of work peT-formW by the Cantrwtor and authorized by the Contract Documents acceptably completed under the tennis of the Cumract 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 practioe, and will be the actual length, area, solid contents, numbers, and weight,; of tl're materials and item installed. C8C8-8, UNIT PRICES: Whert in the Proposal a "Unit Price" is set forth, the said 6ITnit rice" shall include the furnishing by the Contractor of all labor, tools. materials, machinery, equipment, appliam-es and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of'-all work to be done wider these Contract Documents. 'Me "Unit Price" shall include all pertltaneni. :tnd temporary protection of overhead, surface, and underground structures, cleanup, fmishing casts,. avaheaid expertise, bond, insurance, patent fees, royalties, risk due to the elenieuts and other clauses, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned tier may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-$.3 LUMP SUM: Whon in khe Proposal a "Lump Sura" is -set forth, clie said "Lump Sera" shall represent the total cost for the Contractor to fLutdsh all labor, tools, materials. machinery, equipment, appurtbnandes, and all subsidiary work r oomsary for the construction and completion o.f-at I the work to provide a complete and fimctional hent as detailed in the Special Contract Documents anchor Plans. C84A SCOPE F PAYMEN'T: The Contractor shall receive and a"ept the compensation as herein provided,in full pa ment for Furnishing a)I labor, tools, materials, and incidentals for performing all work contempLated and embraced under these Contract Do-cumelits, for all loss and damage arising out of the nature of die work or from the action of the elements, for any unfore, en defects or abstractions which may arise or be encounWred during the prosecution which may arise or he encountered during the prosecution of the work at any time before its final ac- Lance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description conttected with the prosecution of the work, for al 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 a ingements of patents, trademarks, copyrights, or outer legal reservations, C8-8(I) and for complefing (lie work in an acceptable manner according to the terms of the Contract Documents. The payment of any cumnt or partial esti rnate pronto the final acceptance of the work b the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor its rrny way prejudice or affect the obligations of the Contractor. to repair, correct, renew, or replace at his owii 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 uader contract and its appurtenances, or any daniage due or attributed to -such defects, which defects, imperfeckiarrs, or damage shad have been discovered on or before the final inspection and acceptance of ft work or during the one year guaranty period alter the final acceptances. The Owner shall be the sole judge -of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for Failttre to correct Lhe same as provided herein. CS-8.5 PARTIAL ESTIMATES AND RE,TAIN E: Between the I" and the 5J[` day.of each month, the Cbntractor shall submit to the Engineer a statement showing an estimate of the, value of the work done during the previous month, or eatimate period under the Contract Documents. Not later 1hah the I0,h day of the month, the Engineer shall verify such estimale, and if it is found to he aoceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars ($100.00) inn amount, 0% of such estimated sum will be paid to the Contractor if the total contract amount is Ie.-;s than $400,000.00, or 95% of such estimated sure will he paid to the Contractor iFthe total coni wt ampt is $400,0W,G0 or gre=ater, within twenty-five ( 5) days after the regular estimate period. The City. will have the option 01` preparing estimates .on foims. tunnished by the City. The partial estimates may incIude acceptable: nonperishable materials deIivered to the work which are- to be incorporwed into the work as A permanent part tixereof, but which at the time of the estimate have not been inmtalled (such payment will be allowed on a basis of 85% of the net invoice value thereof). The Contractor shall furnish the 'Engineer such intbn-nation as lie may request to aad him as a gpide in #lye verifieadon of the preparation of partial estimates. It is understood that partial estirnates .from month to month will be approximate only. all partial morttlxly estimates and payment will be subject to .cosroction 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 art 'admission of the Owner of the zmount of work donror of its quantity of sufficiency, or as an acceptance of the work done or tho release of the Contractor of any of his responsibilities.under the Contract Documents, The -City reserves the right to wiLWiold the payment of any moulhiy emiznate if the Contractor foils to perform the work strictly in accordance with the specifications or provisions of this Contract. i CS-8)(2) CS-8.6 WfTHHOLDING PA ENT- Payment on any estimate or estimates wary be held in aheyance if the perfonnance of tJIe construction operations is not in accordance with the requirements of the Contract Documents. 084.7 FINAL ACCEPTANCE. Whenever die imprnvernents provided for by the Con Documents shall /lava been compicted and al l regttircrnents of the Contract Documents shall have been fulfilled on the pw of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are r&-My for final inspection. The Engineer shall notify the appropriate officials o.fthe Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in art acceptable condition, and has been completed in aceonlanee with the ttyms; of thQ Contract Doeunictits -and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend Final a.pceptanoe of the project and final payment thereof as outtines to paragraph C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications th reof shall have been camp leted and all requ"ments of the Contract Documents have been E'uffilled an the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as snort as the necessary measurements, computations. and checks.can be made. All prior estimates ul n which payment has been made are subject to uQcessary corrections or revisions in the final payment, The amount of the final estimate, less previous pavroents and any sums that have been deducted or retained under the provisions of the Contract. Documents, will bu paid to the Contractor within 60 days after the final aemp1mice by the Owner on a proper resolution of the City Council, provi&d the Contractor has famished to the, owner satisfactory evidence ofcomp]iance as follows: Prior to submission Gf the final estimate forpaymen the Contractor shall execute an atrdavit as fumished by the City, certifying that; A. all persona, firms, associations, corporations, or other organizations furnisWng labor and/or materials have been paid in full, B. that the wage. scale established by the City CoLw6l in the City OfFort Worth leas been paid, and C. 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 clone or €umished or relating to the work under the Cto€ttract Documents or .auy act or neglect of said City relating to or connected with the Contract, C$-sp) The making of the final Payment by the O nor shall not relieve the Contractor of any guarantees or other requirements of the Cnntrad Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has eniployed competent engineers and designers to prepare the Contract Docurneatts and all modifications of tyre approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for tete adequacy of its own design features, sufficieticyf of the Contract Documents, the safety of the stntcture, and the gractieabiIity of the opurations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all aporoved modifications: thereof, and additions and alterations themof approved in writing by the Owaor. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the Contract Documents, approved modifications thereof, and all alterations thereof: CS-8.10 GENERAL GI)ARA TY: Neither the final certificate of payrr rot ter any provision in the Contract Documents ricer partial or -entire occupancy or use of the pmmisps by the { wirier shall constitute an acceptance of the work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any expr= warranties or responsibility for faulty rnaterials or workmanship. The Contractor shall remedy ony .defects or dainages in the work and pay for any damage to the other work resulting therefrom which shall appear within a period of one year from the clue of final acceptance of the work unle6s a longer pc-nod is specified surd shalt farnish a good and sufficient ma]ntoTlance bond in the anicunt of 100 percent of the amount of the contract which shall insure the perfbmiance of the genera! guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness, CS-8.11 SUBSIDURY WORK: Any and all work specifically governed by docutnunin y requiremeytits for the project, such as conditions imposed by the Plans, the,- General Contract Documents or these Special ContTact Documents, in which no spmilie iterm for bid has been provided for ui the proposal, �0411 be considemd as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surfai a restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. 8-8.12 MISCELLANEOUS PLACEMENT OF ,1ATERML: Matcrial may be allocated under various Laid irons in the Frvp )sal to establish unit prices for miscelIaneous placement of material. These materials shall be; used only when directed by the Engineer-, depending on field conditions. Payment for miscellaneous placemont or material will be made for only that amazjnt of material used, measured to the nearest one- tenth unit. Payment for miscellaneous placement of inateri'al sliall be, in accordance with the 6cneral Contract Documents regardless oftho actual amount used for the Project. C8-8.13.13_RECORD DMG EI*I'TS; The Contractor shall keep on record a copy of all specifications, plans, addenda, moditcatiQns, shop drawings and samples at the CS-8(4) site, in goad order ani annotated to show all charges made during the construction process. These sWI be delivered to the-Engineer upon compIction of the work. PAR'S' Cl C F1 FE f ;. EMON Cl: SUPPLE MEWARY CONDITI'IONS TO PAIN C- GENERAL OOND1TI0N A. t femoral These Suppler (mWry Conditions amend or supplenne it the General Conditions of the Con trac:l and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and a5ect. B_ C8-8.5 PARTIAL ESTEVI 'T'ES AND RETAINAGE: Page C8-8 ( ), should be deleted in its entirety and replaced with the foliowIag: PaAia] pay estiinates shall he submitted by the Contractor or prepared by the City on the 51h day and 20th day of each month that the work is in progress. The estiniate shall be prov-eeded by the City on the ldth day and 25th dad+ respectively. Estimates witl be paid within 25 clays following the end of the esfiriate period, loss the appropriate retainage as set out below. Partiat pay estimates may include acceptable noape6shable materials delivered to the work place which are !a be incorporated into the work as a pennwient part thereof; but whioh ai the timo of the pay estimaw. have not beeu so installed. If such rnateilals are included within a pay estimate, payment shall be based upon 85 of the rtet voice value thereof: The ContTactor will furnish the Engineer Stich information as may be reasonably requested to aid in the verihca6on or the preparation of the pair estimate. For contracts of less than $400,000 at the three of execution, retainage shall be tin pqr cent (10°0). For contracts of$400,000 or more at the time of execution, retainage shall be live 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 snake the required payn=ts to subcontractors will authorize the City to Wid1hold future payments froin the Contractor Until dompliance with this paragraapli is ar,complished. Tt is understood that the pard al pay estirnaws will he approximate only, and all partial pay estimates and payment of sanie. will be subject to corTecdon in the estimate rendered following the discovery of the mistake in any previous cs€invite, Partial Payment. by Owner for tits amount of work done or of its quality or suffi ciency 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 provisiotispfthis Contract. C. fart C - General Conditions: Paragraph C3-3,11 cfthe CcneraI tronditions is deleted and replaced with D-3 of Part D - Special Conditions. D. Q-3. t 1 INSURANCE: Page C3- .(5): Delete -u6paragraph' "g. LOCAL A(3ENT FSR r INSURANCE AND BONDING" Revised Pg. 1 10/24/02 E. 5-6.12 CONTRACTOR'S RE;SPONSIBLEY COR DAMAGE CLAM4S- Page fr6-6 (6). is deleted in its entirety and replaced with the following: Contractor coucnants and agrees to inderm ify City's engineer and architect, and their personnel at the projret 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, front and against any and all claims or snits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, thu work and servtces to be performed heFatinder by Contractor. its officers, agents, employees, subwntractors, iicunsees or invitees, whelher or not an such injuM daingage or rlealh Is cayse il, in wholes ar lie Barr. by the aggligence+ vi- aLleged ngglimenre of Owner, its officers, serwarys. or e*n!ployeres. Contractor likewise covenants and agrees to indemnify and hold harraess the Owner from aid against any and.all injuries to Ownces officers, servants and employees and any damage, lass or destruction to pmperly of the Owner arising from the performance of any of the,tcrrns and conditions of this Contract, mph dhetr ar Pic$ ani? such hViery or dr€momer is Caused ra whole. in parr by fhe frfflfSe►rce or uffege rrg&�d���rrce gf Owner, its officrers, ser4+rrrrts or ynmloVe y. In the evont 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 liras been settled and/or a release from the cliimant involved, or(b) provides Owner with a Ictter from Contractor's liability iiftsurnnce cagier that the claim has been referred to the insurance carrier. The Director may, ifhe deems it appropriate, refuse to aceept bids on other City of Tort. Worth public work from a Contractor against whom a claim for damagEs is outs#anding as a result of'work p-erformed raider a City Contract. F. 1NCREA, .LD OR DECREASED OVAh TIPS: Pact C-General Conditions, Section C4-4 SCOPE OF WORK,Page C 4- (1), revise paragraph x'44.3 INCREASED OR DECREASED ( ZJANTI'ITES to read as follows: 'floe Owner reserves the right to alter the quantities of the work to be perfonrned or to extend or shorten the improvem is at any time when and as found to be necessary, and rhe Contractor shall perform the work as altered, increased or decreased at the unit pnces 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 previsions of the Contract Documents, Variatibns in quant ties of sanitary sewer pipes in dupth categories shall he interpreted herein as applying to tete ovefiall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. Revised Pg_ 2 10/2402 G. C3-3.11 INSURANCE: Page 1343 (fir); Add subparagraph "h. ADDITIONAL a. The City, its officers, emplayces and servants shill he endorsed as an additional insured on ConkrtLctoes insurance policies excepting employes liability insurance coverage under Contractor's workere cvrnpenszt i on insurance policy. b, C&'tificates of insurance shall be delivmd ti the City of Fart Worth, contract administratoT in the rpspcctivc department as specified in [lie bid documents. 1000 Throoltmorton street, Fort worth, "rX 76102, prior to cominencenient of work .oz) the contracted project, c. Any failure on part of the City, to request required insurance documentation shall not constitute a waiver of the insurance mquitcawriIs specified herein. d. Rach insurance policy shall be endorsed to provide die City a rniDinIum thirty days notice of cancellation, non-renewal, and/or material change, in policy tcrins or coverage. A ter. days notice shall be accerpluble in the event of non-payment ofpremiumr e. Insurers must be axithorized to Bio business in the State of Texas and have a Current A.M. Best rating of : VU or equivalent measure of finweial strength and solvency. F. Deductible limits, of self-funded retention 1hnits, 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 a]te mauve coverage or risk treatment measures through insurance pools or risk re(r�ndon temps. The City must approve in writing a.sy 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 pn,-miuni costs for contractor's insurance. j. Contractor's insurmnce policies shalt each be cndorsed to provide that such insurance is primary protection and any self fund or commercial covvmage maintained by City shall not be called upon to contribute to loss re6ove y, lc. In the course cel'the project, Contractor shall report, i<n a timely manner, to City's officially designated contract administrator any known loss o"urmuce which could Sive rise to a liability claim or lawsuit or which could result in a property Jess. Revised Yg. 3 1014102 I. Contractor's Liability sliail not be limited to the strucified amounts of iasrtrance required herein. m. Upon the rquest of City, Contractor shall provide complete copies of all insurance policies required by these caatract documents. II C8-8.4 SCOPE OF PAYMENT: Dilete CMA, Scope of Payment at page 8-8(1) is deleted in its entirety and replaced with-the following: The Contractor shell mceive and accept the compensation as herein provided, in full payment for furnislui all labor, tools, materials, and incidentals for performing all work contemplatud and embraced under these Contract Docnmemts, for all loss and damage arising out of the nature of the work of from the action of the elements for any unforeseen def€�cts 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 C5-5.14) for all risks of wbatever dmu6ption connected witb the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution o1F the working operations as herein specified, or any and all infringements of patents, tradenurks, copyrights, or other legal reservations, and For completing the work in an acceptable manner according to the germs of the Contract Document& The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute wt acknowled&nent of the acceptance of 111e work, materials, or equipment, nor in .any way prejudice or affect the obligations of thu Contractor to repair, correct, renew. or replace at his own and proper expense any defects or imperfections in the comtruc6on or in the strength or quality of the rMterial used or equipment or macho-icry fiurn shed in or about the construction of the work under contract and its appurtenances, or any damage due or aWibuted to such defects, which defeers, imperfections, or damage shall have bean discovered on or before the final inspection and acceptance of the work or during the twn (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfection, or damage, and the Contractor shall he liable to the Owner for failure to correct the same as provided herein. L C'8_&ID GENERAL GUARANTY: Delete CS-8.10, General Guaranty at page C8-8(4) is dedetcd in its entirety and replaced with the fallowing; Neither the final certificate afpayment nor any prevision in the Contract Docunients, nor partial or enure occupancy or use of the premises by the Owner shall constitute an -accept .ce 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 fault} materials or workmanship. The Contractor shall remedy any dufccts of damages in the work grid pay far any damage to other work or property resutUng theref om which shall appear within a peno€i of two (2) years Rom the date of 11nal acceptance of the work Devised Pg, 4 10/24/0 un]as a longer period is specified and shall fiirnish a good and sufficient mairntenance bond hi the amount of 100 percent afthe amount of the contract which Aa]I assure the perfornrnaince of the general gnnaranty as Above out]inec-L The Owiier will give notice of observed defects with reasoznahle promptrness, Atny rerarence to any aborter period of time of warranty contaiiwd elsewhere within the specifications sliall bte resolved in favor of this specifications, it being the City's intent lliat the Contractor guarantee its work for a period of two (2) years following the date of asci ptanre of the project. [Ti the Special Instructions to .Bidders, TPW contracts. place the following in lieu of the existhig paragraph ?. J. Part C - General Conditions, Section C2-2 INTERPRE'TA'TTON AND PREPARATION OF PROPOSAL, Page 2-2 (3) exchatnga paragraphs C2-2.7, C -2.8 and 2-2,9 with the following. C2-2,7 DELIVERY OF PROPOSAL; No proposal will be considered innless it is &,livered,-accornpanied by its proper Bid Security, to the Purchasing Manager or his rWmserntative at the Qfficial location} and stated time set forth itn tine "Notice to Bidders. It is tlne Bidders sole responsibility to deliver tlne proposal at the }groper timte to the proper plaoc. The inere Fact that A proposal was dispatched will not he considered. The Bidders must have the proposal actual tydelivered. Each proposal shall he inn-a sealed envelope piainly marlc,d with Ih, worst "PROPOSAL," and the name or description of Lbe prgjea as design ated in the 'Notice to Bidders.", The envelope shall be addressed to the Puithasinng Manager, City. of Fort Worth Purchasing Division, P.O. Brix 17027, fort oah, Texas 76102, 2-2.8 WITHDRAWING PROPOSALS: Proposals actually fiied with the Purchasisng Manager cannot be Withdrawn prior to the time-set for opening proposals. A request for non-consideration of a proposal must he mule io writing, addressed to the City Manager, and rind with him prior to the time set for the opening of proposals, After all proposals not requested for noon-consideration are operned and publicly read aloud, the proposals for which non-consideration rcquesm have Iseen properly filed may, at Lie option of gle Owner, be,returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION O1~ PROPOSAL ; Any bidder may modify his proposal by telegraphic corrmunicatiotn at any tin, 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 forth , that the City Manager is satisfied that a written sod duly authenticated confirmation of such telegraphic conumnrnication over the signature of the bidder was maited prior to the proposal opening time. if such confirmation is not received within forty-eight (48) houts after the proposal opening time, no further considt-oration will bo given to the proposal Rev i sed Pg. 1tll24102 K. C3-3.7 BOND (CITY LETPROJECTS) Reference Part C, General Condihous, dated November 1, 1987; (CJty let piroj ;is) make the following revisions: 1. Page 3-3(3); the paragraph after paragraph 3-3.7d 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 authorltyr from the United Sates secretary of the treasury to qualify as a surety on obligations permitted or required undt~r 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 r rtifEcete of authority from the [Untied States secretary of the treasury to qualify as a surety ori-obli ations permitted or required under federal law. Satisfactory proof of any such reinsuranDe shall be provided to the City upon requast, The City, In Its sole dlsuretion, will determine the adequacy of the proof required herein. . Pg. 3�-3(4)Paragraph} �C3-3,11 Ii URAN E delete suhparah_ragh "a. CONIT7S nON INSURANCE ". 3_ Pg. C3-3( ), Paragraph C3-3.11 INSURANCE delete subparagraph Ug. LOCAL AGENT FOR INSURANCE AND BONDING". L. RIGHT TO AIMM M Part C - General Conditions, Section C8-8 Ail?ALiREENT AND PAYMENT, Page CS-8 (5), add the following: 08-8.14 RIGHT TO IST TDM (a) Contractor agrees that the City shall, until the expiration ofthrw (3) years €rtter final payment under this contmd, have access to and the right to examine and photacopY any directly pertinent books, documents, paper and records of the Contractor involving transactions relating to this contract, Contractor agrees that the Cit} shall have access during normal working hours to all necessary Contractor facilities and sha11 be Irrovidcd adequate and appropriate work space in order to cmiduct audits in comp]ince with the provisions of tis section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor fuahcr agrees to include in all its subcontracts hereunder aprovision to the offect that the subcontractor agrees that the City sl al) imdl the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy a-ay directly pertinent books, docti me nts, papers and records of"Ch subcontmc tor, invoIvi.ng transactions to the srrhuoutract, and farther, that City shall have access dtuing normal working hours to a]I subcontractor facilities, and skull be provided add-, lualte and appropriate work space.. its order to conduct audits in compliance with tela provisions of this article. City shall give subconlractor rLa.sonahle advance notice of intended audits. Revised Pg. 0 14!24102 (c) Contracto€and subcontractor agzee to photocopy such docurnents as may be requested by the City. The Cil +agrees to reimburse the Contractor far the cost of copies as foI lows, 1. 50 copies and wider- 10 cents per page 2, (Vlore Ihan 50 copies - 85 carts for the first page plus fi#.feen cents for each page thereafter M SITE PREPAPUTION: no Contractor shall clear rights�a£way ar easements of obs trueNon which must he removed to mitke possible proper prosecutian of the work as a part of this proiect construction operations. The contractor's attention is ditected to paragraph Ch-0.10 work within easements,page C6-6(5), Part C - GenoraI Conditions ofthe Water DepartmenL General Contract Document and Genera] Specifications. Clening.and restoration shall be considered as incidental to construction and all costs incurs-ed will be consid 'ed to be included in the Linear Foot price of the pipe. N. Refafence part C -Ceneral Conditions; Section C6-6.8 BARRICADES, WARNINGS AND ATUIME : 1. Wherever the ward Watchmen appears in this paragraph, it shall be changed to the woixt flagmen. , In the Fust paragraph, limes flue (5) and six (6), Change the phrase tale all-such other precautionary measures to take all reasonable necessary measure.s. G. MYNORI'I'Y/WOMEN T31J INES EI RPRI E CO PLiANC.E Refercnce Part C (General Condilinns), Section C3-3.2 Entitled 11 MINOR TTY BUSINESS ENTERP I EfWOME F-OW ED BUSTNESS ENTERPRISE PRISE CO1vIPLIkNCE" shal I be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to Provide to Owner complete and accurate informal ion regarding ai�ival work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (W BE) on the contract and payment therefore. Contractor further agrees to permit an audit-and/or examination of Argy brooks, records or files in its possession that will substantiate the ecN11 work performed by an MBE ani//or WB E. The misrepresentation of&cis tether Ihan a negligotit mi srepresentatian) and/or the commission of(road by the Contract6r will be grounds for termination of the contract and/or initiatuyg action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such (other than negligent m1srepresentation) wtdlor c;atr ission of fraud will result in Llie Contractor being Devised P& 7 10/24/02 determined to be irresponsible and barred fmm participating.in City work rDr a period of tirne of not less than theo (3) years. PAGE RATES: Section C3-3.13 of the General Conditiovs is deleted and replaced with the following: (a)The contractor shall comply with all requirements of Chapter 225 S. Texas Government Code, including the payment of not less than ti» rates determined by the City Council of the City ofFart Worth to be the prevailing; wage raves in accords-ince with Chapter 2258,Texas Government Carle_ Such prevaiIing wage rates are included in thr'-w contract documents. (b) The w3nlractor shall, For a period of three (3) years following Lhe date of acceptance of tha work, maintain records that show (i) the name and occupation of each wiarker gmpioyM by the contractor in the construction of the work prodded for in this contract; and (H) the actual per diem wages paid to each worker.. These records shall be open at all reasoiiahle hours for inspection by the City. The provisions of Section C-1, L. Right Lu Audit (Rev. 91301(.12) pertain to this inspection. (c)The contractor shall include in its subcontracts and/or shall otherwise req. Uiro-all ofits subcontrac:ton to comply with paragraphs (a) and (b) above, (d) With each partial payment estimate or payroll pe<iod, wWehever is less, an af'fldavf t stating Iha( (lie contractor has complied with the mquirmmonts of Chapter 2258, Texas Govemment Code. The contractor shall post the prevai g wage rates in a conspicuous place at the site of the project at all times. Revised Pg. 8 10/24102 PART r) PAIN D SPECIAL CONDITIONS D-1 GENERAL, . . .. . .. ...... . ....... . . ... . .. ... . .. ........ . .................. 0-2 COORDINATION MEETING........—.——.. ......... .......,..,.....,.,..,,.,, -.- , , . ...,.,. .,t. .......4 D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW.....................5 F-4 COORDINATION 31N1 JH FORT WORTH WATER DI! RTMENT ....................................7 575 CROSSING OF EX1S71I G UTiLITIES. .....-,-........-..-.......................................7 D- 6 EXISTING UTILITIES AND IMPROVEMENTS ..................................................................7 57DON TRUCTIIOyYNTRAFFIC OVER PIPELINES.............................t..t.....•----.....................JyB,�. 9--8 IRAW�FFICCO IT1�OL. i..a.t..t.ti�. •i .. t„r .——..............................................1.1................9 Q- 9 DETOURS ...................................................I.................................................................... .9 570. EXAMINATION OF SITE.......................................•----•,...--.............................................9 0- 11 ZONING COMPLIANCE. . ..... . .. . .. .... . .. ... . . ................... . ._............. , . ... „ ,......10 Q- 12 WATER FOR CONSTRUCTION...........—...............—.1....................—... ...-........ 10 D- 13 WASTE MATERIAL ....... ....................................... ..........................I............. ., .......,.,1a 57-1-4 PROJECT CLEANUP AND FINAL ACCEPTANCE.--.—- ...........................................10 D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK....................t.,....----..1 D �6. SAFETY RESTI ICTIO S - WORK NEAT H[GH VOLTAGE LINES........................-.111 0- 17 BID QUANTITIES................. ............... ....... . ...... ,. .,,. . ,. ..... . ........ , ...................-11 D- 18 CUTTING ( F—CONCRETE ONCRETE ..................................... ...... . ........................................ I1 PPOJECT DESIGNATION SIGN ......... ............ , ............I I D- 20 0NCRETE 8 1 DEWALK ANIS DRIVEI AY REPLACEMENT...................t..............---,1 D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL............ ............ Q- 2Z CRUSHED LIMESTONE BAFILL ............................................................................1 U- 23 2:27CONCRETE........ . .................................................... . ....... ..............................12 [7- 4 TRENCH EXCAVATION, BA I FILL, AND COMPACTION ......,—. ............................1I D- 25 TRENCH PAVEMENT (PERMANENT) REPAID E2-19 FOR UTILITY CUTS.......-_...'A D-26 SITE EQ PIFIO TRENCH SAFETY SYSTEM (COVE PS ALL PRQjE TSI................15 I�- 27 SANITARY SEWER MANHOLES ........................... ................ .....................—- '.....18 D- 28 SANITARY SEINED SERYLQE. :..................................................................................18 D- REMOVAL., SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES................20 - D 30 DETECTABLE VVARP41NG TAPE ...............................................................................22 D- 31 PIPE LItA iINO. .............................,..,.,,...,_,,., - .., ...., . ..... .., .. . ..........................22 — +. . . D- 32 DISPOSAL OF QII_li"ILL MATERIAL.. .-........-....., ...........................................22 -7-3-3 MECHANICS AND MATERIALMEN'S LIEN ............ ...................................................23 D- 34 SUBSTITUTIONS . .--.---- .--.................................................................................23 D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANILARY SEWER— T-3-6 VACUUM TESTING OF SANITARY SEINER MANHOLES..........................................26 FT-3-7 BYPASS PUMPING ........................,...................................... .—........., ..- , .. , ...........27 D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER F---3-9 SAMPLES AND QUALITY CONTROL TESTING.........................................................29 57-4-0 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION CONTROL FOR DISTI =1) AREAS LESS THAN 1 ACRE).............................................t.,................30 0- 41 INGRESS AND EORESSIOSSTRU TI N OF ACCESS TO DRI. IE ,.,.....................31 U-42 PROTECTION OF TREES PLANTS AND SOIL..........................................................31 F- 43 SITE RESTORATION ............................................................................................---.-32 D- 44 QTY OF FORT WORTH..STANDARD PRODUCT LIST.......................t.,..,..................32 D- 5 TOPSOIL, SOC}[ 1-Cxl . SEEOIf+JG H1'11ON1LCIINe ............................................. 32 E?- 46 CONFINED SPACE ENTRY PROGRAM .....................................................................37 Q- 47 SUBSTANTIAL COMPLETION INSPE TIONIFINAL INSPECTION......................--37 F-4-8 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS)....... D- 49 CONCRETE MCASEMEI JT OF SEINER PIPE U- 5-0 CLAY DAM. ........................ ............ •. , .... , , . ...... , .......... . ...................................38 D- 51 EXPLORATORY EXCAVATION 0-HOLE)....................... [] 7 llm/0*f -1 PART D - SPECIAL CONDITIONS 0- 52 1NSTA LLATION OF WATER FACILITIES..,................................ .............. .. —.39 Ki PolyvinVi Chloride (PVC.) Water Pipe. ..... . .. . ............ . .. .. .. .. . ....... .. . . . . .... .... ..39 52,2 Blocking ........................................................................................................................39 R- Type of Casing Pipe................ .....................................................-.............. ..............,89. 52-4 Tie-ins................ .......................................................................................................40 525 CQnml!dign of Existing Mains.......................................................................................40 X2,8 1lelvo Cut-!ns ... ..................,.................................. .............. ....,................,........,40 52-7 ater Services--. ............................. .......................... ... ... ... ..... .. .... ... ................41 52.8 24nch Ternporary Service Line ................................................................................... 520 PurginQ and Sterilizaiian of Water Unes ....................................................................-fit 52-10 Work Near Pressure Plane Bmndarieg........................................................................44 82.11 Water Sample Station ................................................................................ ... . .. .... ...44 2-12 Ductile Iron and Gray Iron Fittings. ........................... .. ... .... ... ..................................45 0- 53 SPRINKLING FOR DUST CONTROL.............. .......-.......L-L...... ........ ......___45 D- 54 DEWATERING..............................................................................-........___............,45 D- 55 TRENCH EXCAVATION DLJ DEEP TRENCHES......................................................._45 5- 55 TREE PRUNING................. .......... . . . .. ................................... .............................4 57—57 TREE REMOVAI_ ........................................................................................................4 D- 58 TEST HOLES...........................•-••--• .------...:,-..,.-•-•-•---.,-.,._..,....,......,...........................47 D- 59 PLI13LIC NOTIFICATION PRIOR TO BEG. INNINGCONSTRIlCTIOiV ASID NOTIFICAT IO OF TEM POPARY WATER SERVICE INTERRUPTION DUKIN CONSTRUCTION ....................................................................................__...............47 0- 60 TRAFFIC 9QTTON S. ..................................................................................................48 L]- 61 SAN ITARY-SEWER SERVI Q E CLEANOUT .........................____......48 - 62 TEMPORARY PAVEMENT REPAIR............................................................................48 573 CONSTRUCTION STAKES ............................ . ............... . . ........... .... . ..4.,... ..........48 D 64 EASEMENTS IP►IVD-PEE'OftS......................................................................................49 D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ................................................49 D- F6 WAGE RATES................... ............ ____.............. .-........................5o D-_67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE............. �l- 8 70 R M WATE jj P0 L LUTIQN ER—EVE NTJON f F0R-DI 5TURBE D AREARE T�R T1A.I!1 'I FGRE.. .... ..... ........ ..1...."..... ..........-.............,................,..........,..,.,.............52 D-69 COORDTNATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF FILISTING WATER SYSTEMS.......... ............. ..........—......—........ .........—.54 D-70 ADDITI0NAL SU8MITTALS FOR CONTRAC TAWARD..................................................:4 D-71 EARLY WAR N1N0 8YSTEM FDR CD STRUCTIQN .....................................................54 D-72 Alit PC)-LUTI 0N VVATQ H DAYS...._...... .. .........................................................„,.... ...56 1779 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS.......................................... 5 11129104 C42 PART D - SPECIAL CONDITIONS - This Par-t D — Special Conditions is compilmentary to Part C — General Conditions. and Part C1 — Supplementary Conditions to Dari C of the Contract. Anything oontalned In this part 0 that is additive to any provIslan in Part C -- General Conditlons and pail C1 — Supplementary Conditions to Pa.rl O of the Contract are to be read together. Any conflict between Part O — General Conditions and Part C1 — Supplementary Conditions of the Contract and this Part D, Bail 0 shatl control. FOR: FORT WORTH WATER & SANITARY SJrVVER MAIN REPLACEMENT NT to serge SAYLOR ALL SAINTS MEDICAL CENTER LOT IR, BLOCK 1 of the ALL SAINT FPIS OPAL HOSPITAL ADDITION FORT WORTH, TEXAS CITY PROJECT NO. 00457. DOE PROJECT NO. X}CXXX WATER PROJECT NO. P264-609-170045783, SEWER PROJECT NO- 1:1274-609170045783 0-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parks of the Conlrack Documents subject to 1he ruling of the Engineer shall generally, but not necessarily, fallow the guidelines listed below; 1- Plans 2, Contract Docurnenis 3. Spacial Conditions The foilo fng Special Conditions shall be applicable to this protect under the provisions stated above. The Contractor shall be responsible for defects In this project due to faulty materials and workmanship. of bath, for a period of two (2) years from date of final acceptance of this project by the City .of Fort Worth and will be requited to replace at his expense any part or oil of this project which becomes defective due to these causes, Subject to modifications as herein contained, the Fart Worth Water Department's General Contract Documents and General Specifications, with latest revisions. are made a part of the General Contract Docurnents for this project, The Plans, these Special Contract Documents and the rules. regulatiGns, requirements, instructions, drawings or detalls referred to by manufacturers name, or Identification include therein as specifying, referring OF implying product control, performance, quality, or other shall be binding upon the contfactor. The specifications and drawings shall be considered coopera#ive; therefore, work or material called for by one and not shown or Mentioned in the other shall be acconipllshed or furnisher) in a faithful manner as thOUgh required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to pefform such work iii accordance with procedures described in the current Fart Worth Water Department General Specifications, which gertieraf specifications shall govern performance of all such work. This contract and project, where applicalbJe, may also be governed by the two following published specifications, except as modified by these Special Provisions: t_ STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - C ITIS OF FO RTWORTH PART D - SPECIAL CONDITIONS 2. STANDARD SPE EFECATIO S FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS Any conflict between these contract documents and the above 2 publications shall he resoived in favor of these contract documents A copy of either of these specifications may be purcEhased at the office of the Transportation and PLiblic Works Director, 1000 Thrvokrnorton Street, 2nd Floor. MunicipaI Building, Fort Worth, Texas 78102_ The specifications applicable to each pad' item are irxdlcated by the call-out for the pay item by the deslgner. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor_ General Provlslons shall be those of the Fort Worth docuillent 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 4ids as "non-responsive" and rejecting bads 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, accornpanimed 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 way dispatched ll.l not be considered, The Bidders must have the proposal actually delivered, Each proposal. snail Igo in a seated envelope plainly marked with the word "PROPOSAL.", and the name or description of the projed as designated in rhe "Notice to Bidders". The envelope shall be addressed tri the Purchasing Manager, City of fort Worth Purchasing DIvislon, PO Box 17027, Fort Worth, Texas 76102, 6. WITHDRAWING PPOPOSALS; Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to die time set for opening proposals. A request far nOFI-cnrtsideration of a proposal must be made l.n 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 filer{ ma , at the option of the Owner. be returned unopened_ O TELEGRAPHIC MODIFICATION OF PROPO AL& Any bidder may modify his proposal by telegraphic communicatlon at any time prior to the lime set for opening proposals, provided such telegraphic communl ation is received by the Purchasing manager prior to the said proposal opening tEme, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic cornmunication over the signature of the bidder was mailed prior to the proposal opening time_ If such confirmation is not received within forty-eight (48) haLJrS after the proposal opening time. no further consideration will be given to the proposal, D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to malotain the project on the desired schedule. The ntractor shall be present at all meetings. r tr2S 4 -4 PART D - SPECIAL CONDITIONS D CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A, Definitions; 1. Cartification. of coverage ("certificate"). A copy of a certificate of insurance.. a certifEcate of authority tv self-insure issued by the commissfon, or a coverage agreement (TVVCC-91, TWC -8 , TW -83, or TWCC-54), showing statutor/ workers' cempensalion insurance coverage for the person's or entity's employees providing services on a projac#, .for the duration of the project. 2. Duration of the project - includes the time from the beginning of the worm on the project uinlll the contra ctot`slperson's work on the projecl has been completed and accepted by the governmental entity, 3_ Parsans providing services on the projPcl ("subcontractor" in §406.096)- includes all persons or entities perfor-ming alt or part of the services the contractor has undertaken to perform on the projecl, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, withoul limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity. or ernployrees of any entily which furnishes persons to provide services on the project. "Services" Include, without limitation, providing, hauling. or delivering equipment or inaterlals, or providing labor, transportation, or other services related to a {project, "Services" does not include act€vitles unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based ori proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory rertulrements 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, _ The Contractaf must provide a CeTtifica#e of coverage to the governmerital entity prior to being a afded the contract. D If the coverage periost shown on the contractor's current certificate of coverage ends during the duration of the project, (lie contractor must, prior to the end of the coverage period, Elle 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 file 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 _ No later than seven days after recelpt by the contractor, a novo certificate of coverage showing extension of coverage, if the coverage period shown on the cufrent certificate of coverage ends during the duration of the project, F_ The contractor shall retain all reclOred certificates of coverage for the duration of the project and for one year !hereafter_ PART D - SPECIAL CONDITIONS G. The contractor shall notify the governmental entity in writing by certified mW or personal delivery, within ten (10) days after the contractor knew or should have known., of any Gil ange that materially affects the provision of coverage of any person providing services on the project- 11-1. The contraotor shall poll 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 re-quired to be covered, and stating how a person may verify ooverage and report lack of coverage_ I, The contractor shaiJ contractuEfly require each person wlth 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 Teras Labor Code, Section 401,011(44) for all of its employees providing services on the proles#, for the duration of the project; . Provide to th8 Contractor, prior to that person beginning worm 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 pfavide to theContractor- a.) A certificate of coverage, prior to the other person beginning wcxk on the project; and b,) A new certificate of coverage showing extension of coverage, prior to the and of the coverage period, it the coverage period shown nn thQ current certificate of coverage ends during the duration of the project, _ Retaln all required certificates of coverage on file for the duration of the project and for one year thereafter. b. Notify the governmental entity in writing by certified mail or personal delivery, within ter? (10) days after the person knew or should have known, of any change tYlat Materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom It contracts. to perform as required b paragraphs (1)-(7), with the certificates of coverage to be provided to dile person for whom they are providing services_ 9. By signing this contract or providinq or causing ID 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 compensatlan coverage for the duration of the project, (hat the coverage will be based on proper reporting of classification cosies and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, fn the case of a self- insured, with the commission's Division of Self-insurance Regulation. Providing false or I f121:VO4 -6 PART D - SPECIAL CONDITIONS misleading information may subject the contractor to administrative. criminal, civil penaltles or oti-Ler civil actions. g The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entities the governmental entity to declare the uontract void if the contractor does 110t remedy the breach within ten days after reca{pt of 130tice of breach from the governmental entity. J. The contractor shall post a notice on each project site infemling all persons providing services ort the project that they are required to be covered, and stating how a person may verify current coverage and report Failure to provide ooverage_ This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation CDmrnissjori rules. This notice must be printed with a title rn at least 30 point bold type and text in at least 19 polnt normal type, and shall be in bcthr English and Spanish and any other language common to the worker papulation. The tent for the notices shall be the following text, without any additional words or changes "REQUIRED WORKER'S' O11+11REN ATIC)N COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by of-kers' compensation inWrance, This Includes persons providing, hauling, or delivering equipment or materials, or providing labor or transpurtatlon or other service related to khe project. regardless of the Identity of their employer or status as an employee " Call tete Texas Vlorker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the retluired 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 Waxer Department to deterroilne the hest times for cdeactIvating and activating torose lines. D) 5 CROSSING OF EXISTING UTILITIES Where a proposed water llne crosses over a sanitary sewer or sanitary sewer service llne and/or proposed sewer line crosses over a water line and the clear vertical distance is less than g feet berrel to barrel. the sanitary sewer or sanitary sewer service line shall be made watertight or be constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sonitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iran Ripe 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 5 with series 300 stainless steel compression straps_ Backfill, fittings, tie-ins and all other associated appurtenanuas required are deemH,-rJ subsidiary work, the co,9# of which shall be included In the price bid in (lie Proposal for each hid iteni_ D- B EXISTING UTILITIES AND IMPROVEMENT The plaits 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 Clans, of- to rto show them in their exact location- It is mutually agreed that such failure shall not be FAIT D - SPECIAL CONDITIONS considered sufficient basis for claims for additionaI 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, OF othef property exposed by his construction operations. Contractor shall make ail necessary provisions (as approved or authorized by the applicable utility cnrrrpany) for the support. protection and(or temporary relocation of all utilitQ poles, gas lines, telephone cables, utility services, water mans; sanitary sevver lines. Aertrical cabtes. drainage pipaEi, and all atter utllitles and struetures both above and below ground during construction. It is understood that the Contractor is not responsible for the Pel—Manent relocation of existing utilities in direct conflict with the proposed construction- The Contractor is liable for all dairages done to such existing €acIlities 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 cosl of same and shall be included in the cost bid per linear foot of pipe Installed NO ADDITIONAL COMPENSATION WILL BE Al_LOVVED. Where existing utilities or service lines are cut. broken or clamagpd the Contractor shall replace or repair the utilities or service lines with the sarne type of original material and construction, or Fetter, unless otherwise shown or noted on the plans. at his awn 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 locale existing underground factfities 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 fs reserved to (he owner of public utilities to enter Upon the tirnits of the project for the purpose of making such charges or repalrs of their property that may be nada necessary by performance of this contract The utility lines and conduits shown on the plans are for infoniiation only and are not quaranteed 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 tirne of design, from the owners of the utilities involved and from evidences found on the ground- D- 7 CONSTRUCTION TRAFFIC OVER PIPELINE It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any dam ge to the existing or new pipe will be repaired of replaced by the Contractor, at the Contractor's expense, to the satisfaction of theCity- In locations where it is not permissible to crass 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 stilt Is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the darnage results from ars phase of his construction operation. f rr s r� -8 PART D - SPECIAL. CONDITIONS D- 8 TRAFFIC CONTROL A traffic control plan Is iricluded ire the plans for this. project- Al other provisions -of this section apply. 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 pian is required, The Contractor shall be fesponslble for providing traffic -control during the constrUciiion 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 und'ar the a�uthodty of the "State of Texas Uniform Acct Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27. 29, 30 and 31, traffic control plan shall be submitted for review to Mr. Charles R. Bu?kett City Trafficker at 817 871-8770 at the re-construction coriference, Although work will not begin until the traffic control nian has be en reviewed the Contractor's time will be in in accordance with the tl e frame established in the Notice to the Contractor- The Contractor will not remove any regUletory 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 Transportatlon and Public Warks Department, Signs and Markings Division, (Rhone Number 871-7738) to remove the sign- In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the regulreme'nts 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 riot meet the required spe6fiaatlons, the permanignt sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign In place until such reinstallation is completed- Work shall not be performed ars certain locations/streets during "peals traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The cost of the traffic control is subsidiary work and the cost of same shall be included in the price bid for pipe complete in place as bid In the Proposal, and no other compensation will be allowed. D- 9 DETOURS The contractor shall prosecute his work In such a manner as to create a minimum of interruption to traffic and pedestrian faciII les-and to the flow of vehicular and psdaestri'a n traffic within tha project area. D- 10 EXAMINATION OF SITE R shall be the responsibility of the prospeGfive 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 rn_ C- PART D - SPECIAL CONDITIONS may give,. rise to later contingencies should be Drought to the aftentlon of the owner pr[or to the submisslon of the Proposal. D- 11 ZONING COMPLIANCE [luring the constructlon of this project, the Contractor smell comply with present zoning requirements of the 0ity of Fort Worth in the use of vacant property far storage purposes_ D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense wlll furnish water for construction_ D- 13 WASTE MATERIAL All waste rnatenal shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the e=ngineer. ilii material shall be disposed of in such a manner as Lo: present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The C;omractnr shall be s ai-e fiiat ke0ing die pfojact site in a neat acid orderly condition is considered an integral part of the con racted work:and as such shall b-c considered subsidiary to the appropriate, bid items. Clean up work shall be dorje as directed by the Engineer as the work progresses or as needed. If, in the opinion of the aginaer it is neuewsary, clean-up shall be clone on a dai I basis. Clean cep work shall include, but no be limited to: • Sweeping the: street cle&rt of dirt or debris ■ Storing excess material in appropriate end urganind manner • Keeping trash any kind off of residents' property If the Engineer clues not Feel that flit; jobsite leas been kept in an orderly candition, on thr, next esti mate payment (and a it subsegtient payments until completed) of the apprcpr'iate hid item(s) viii he roduced by 251/o_ Final cleanup work shall ba done for this project as soon as all construction has been cc)mpleted. No more than seven days shad elapse after oamplefion of construction before the roadway, right- of-way, or easement is cleaned tip 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 Clty of Fort Worth Department of Engineering 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 Cb-. actor shall not commence with water andfor sanitary newer Ins£allation until such rime that the survey cut-sheets have boeo received from the City inspector. PART D - SPECIAL CONDITIONS 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 sever} inches, painted yellow with black letters That are legJble at twelve feet shall be placed inside and outside vehicles such as cremes, derriicks, power shovels, drilling figs. pile drivers, holsting equipment or similar apparatus. The warning sign shall read as follows- "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES,­ 2. Equipment that may be operated within tete feet of high voltage lines shall have insulating cage.-type of guard about the boom or arra, except back hoes or dippers, and Insulator links oo the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCORE) who will erect lemporany mechanical barriers, ds- energize the tines, on raise or lower the lines, The work done by the power company shall nol be at the expense of the City of Fort Worth. The notifying department shalt maintain an accurate log of all such calls to QNCORE, and shall record action taken In each case_ 4. The Contractor is required to make arrangements with the ON RE company for the temporary relocation oi, raising of high voltage lirtes at the Contractor's sale cost and expense. No person shall work within six feet of a high voltage Ilne without protection, having been taken as outlined in Paragraph (3), 0- 17 BID QUANTITIES Bid quantities of the various items in the proposal we for comparison only and may not reflect the actual quantities, There is no limit to which a bid stern can be Jncmased or decreased. Contractor shall not be enlitled to renegotiation of unit prices regardless of the final measured gUantities. To the extent that 4-4.3 conflicts with this provision, this provision controls. lin claim Wil be considered for lost or anticipated profits based upon, differences in estImated quantities versus actual quantities. 0- IS CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be Mads with a concrete saw All sau+ing shall be subsidiary to the unit cost of the respective lWn3. Q- 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 rnacnted on skids or pons. 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 rehabllltation or replacement is being conducted. Signs aispended from barricading shall be placed in such a way that signs do not Interfere with reflective paint or coloring an the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be V-0" by 2'-Gc' in size_ The information box shall have the following information: f�129VN -11 PART T D - SPECIAL CONDITIONS For Questions on this Project Call: (817) 871-8306 M-l<7.30 aryl to 4.34 p-m- or ;(877 -8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be constdered as a subsidiary cost of the project and no addltional oompensaWn will be allowed, D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project whom mains are required to be placed under existing sidewalks and/or driveways, iwch sidewalks and{or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with relnforcing 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 udder exsling 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 wltb City of Fort Worth Public Warks Department Standlafd Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, small be included In the square yard price of the bid [tern for concrete sidewalk or driveway repair. R- 21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid Kerns in the Proposal to establish unit prices for miscellaneous placement of materlal. 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 prbJect. 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 Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 item 208.3 - Materials Sources- Trench backfill and compaction shah meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment For crushed Ilmestone backfill in place shall be made at the unit price bid in the Proposal rnultiplied 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 I through 6 refer to using 2:27 . oncrete as base repair. Since this call- out includes the word "concrete", the consistent Interpretation of the Transpartatlon and Public Works Department is that this ratio specifies two (2j sacks of cement per curds yard of concrete. I fna S -1 PAIN D - SPECIAL CONDITIONS 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.0.W, shall be in accordance with Secthens E1-2 Backfill and E2-2 Excavation and Backfill of the Generail Contract Documents and Specificatlons except as specified herein. 1. TRENCH EX A ATiON: In accordance with Section E2-2 Excavation and Backfill, It the stated maximurn 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 WIII be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractors own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and.arny temporary construction easements. All expavation shall be Jn strict compliance with the Trench Safety Systems Special ondltion of this document. 2, TRENCH BAC KF ILL. Trenches which tie outside&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 Enghneer with satisfactory evidence that the P_1. of the excavated material is less than & Such evidence shall be a test report from an indepandent testing laboratory and must include representative samples of soils in 31J 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 req ulremen t, See E1-2.3, Type "C" or "D" Backfill, and E2-2,1 1 Trench Backfill far additional requirements, When Type " " back-fill material Is not suitable. at the directlan of the Engineer, Type "B" backfill rriaitedal shall be ,sed_ In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Band rnatedal spedfied in Figure A shall be obtained from ars approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall rneet the following gradation, * Less than 10% passing the 9200 sieve • P.I. 4 10 Or less Additionally, the crushed limestone embed men I gradation specified in ~section E1-3 C rusl1ed Limestone for Embedment of the General Contract Documents Gnd Specification s'shaII be replaced with the following: Slave ;size °lam Retained fi a10 112" 49-75 318" 55-90 8 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 BackfllJ_ Trenches which lie outside existing or future pave rnents shall be compacted to a mIniir u Of 90% Standard Proctor Density (A;S,T,M. 0698.E by mechanicaI devices spaclficalfy€esigned for compaction or a combination of methods subject to approval by the Engineer, 1 11, -13 PART D - SPECIAL CONDITIONS Trenches which lie under existing or future pavement ahaII be backfilled per Figure A with 85 Stannard Proctor Density by rneaha nical devices spechfhcally designed for cornpaction or a comb Inathcn of methods subject to approva€ by the Engineer. BackfIII material to be compacted as described above fnust be within *-4% of its optimum mo1sture content. Tho top two (2) feet of sewer line trenches and the top eighteen {18) inches of.water line may be rolled to with heavy equipment tiros, provided it is placed in lifts appropriate to the material being used and the operatics can be performed without €carnage to the Installed pipe The City, at its awn expense, will perform trench compaction tests per A.S.T.M. standards on atl 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 arld WflI be billed at the commercial rates as determined by the City. These soil density tests shall be perkormed at two ( ) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to flit- lop of the completed backfill at intervals along the trench not to exceed 300 linear feet The Contractor will be respolnsible for providing access and trench safaty system to the level of trench backfill to be tested. N o extra compensation will be atlowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4_ MEASl.iREMENT AND PAYMENT; Ail materia€, with the exception of Type "8" backfill, and labor costs of excavation and backfill will be Included in the price bid per I€near foot of water and sewer pipe. Type "B" backfill small be paid for at a pre-told unit pfte of$15,00 per cubic yard_ D- 25 TRENCH PAVEMENT (PERMANENT) REPAID (E2-19) FOR UTILITY DINS 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, 4§tc., to existing pavement as detailed in the Pvbtic Works Department typical sectlons for Pavement and Trench Repair for Utility Cuts, Figures 2000-1 through 2000-8. The results of the street canes that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents. All required paving cuts shall be made wlth a concrete -saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outshde the trench walls. The trench shall be back(Illed and the top nlne (0) Inches shall be filled with required rnaterla€s as shown on paving details, compacted and level with the finished st et surface. This finished grade shall be maintained In a serviceable condition until the paving has been replaced. All residential driveways shall he accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of existing €-IMAC pavernent between the existing gutter and the edge of the trench pavement repair wiiI not hold yap if such strip of existing pavement Is two (2) feet c less in width. Therefore, at the locations in the project where the trench wall is three ( ) feet or less frorn the lip of the exi9ting gutter. the Contractor shall be required to remove the existing paving to such gutter, The pave rnont repair strati then be mage frorn a rninimum distance df twelve (12) inches outside the trench wall nearest the center of the street to the gutter lire. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are n t suitable for repaving, it th}e opinlan of the Owner, the repaving sha11 be done at the earliest possible date. PART D - SPECIAL CONDITIONS A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No, 3449 and/or Ordinance No. 792 to make utility cuts in the street, The [department of Erigineering will inspect the paving repair after construction. This peT-mit rerfuireknent may be waived if work is being done under a Performance Bond and inspected by the Department of Englneer-Ing. D- 26 SITE SPECIFIC TRr=NCH SAFETY SYSTEM (COMERS ALL PROJECTS) A- GENERAL: This specificatlan covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from calve-ins- The requirements of this Rem govern all trenches for mains, rnanhcles, vaults, service livres, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Englneer licensed In Texas. The #reach 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 Administratlon 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. DEFT NI'TION& 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 meaSLIred at the bottom is not greater than fifteen (1 5) feet, 2- BENCHING SYSTEM - Beaching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-verticEll surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4, SHIELD SYSTEM - Shields used in treacles are generally referred to as "trench boxes" or "trench shields". Shleld 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. Shiefds cavi be elther pre-rnanufactured c Iob-bu+It In accordance with DSHA standards, 5. 8 HORI NG SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber systarn that supports the sides of a trench and which is designed to prevent cave-ins- Shoring systems are generally comprised of crass-braces, vertical rails, (Uprights), horizontal rails (wales) andlor sheeting- D, WASURE ENT - Trench depth is the vertical measurement from the tap of the existing ground to the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be based on the lineae foot amount of trench depth greater than five (S) feet. E, PAYMENT - Payment shall be full comparisat#on for safety system design, labor, tools, materla,ls, equipment and Incidentals necessary for the installation and removal of trench safety systems. I rr2a -15 PART T D - SPECIAL CONDITIONS -- D- 27 SANITARY SEINER MANHOLE A. GENERAL- The installation, replacement, and/or rehabilitation of sanitary sewer manholes Will. be required as shown on the plans, andior as described in these Special Dontracl Documents in addition to those located in the field and iden#ified 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 Constructlon of the. Genera Contract Documents and pe&icatlons, unless amended or superseded by requirements of this Special Condition. For new sewer llne installations, the Contractor shall temporarily plug all lines at every open manhole sander 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 instaited 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. VVATE TIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be instailed in all sanitary sevver manholes. Inserts shall be constructed in accordance with Fart Worth Water Depertment Slandard E100-4 and shall be fitted and irrstaaIIad according to the manufackurer's recommendations. Stainless Steel manhole inserts stall he required for all pipe diameters fib" and greater- 3. LIFT HOLE: All lift holes shall be plugged with a precast 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 (112) Inch above the surrounding ground- backfill shall tarovide a uniform slope from the tcip of manhole casting for riot less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for pa-aper slope and grade by string lining the entire area regarded near the manhole. Manholes in open, fields, unimproved land, or drainage coufses shall be at an elevation shown on the draa Ings or rninirnum of 6 incites above grade- s. MANHOLE OVERS' 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 I'arger than 118-inch gap between the frame arta cover. Bearing surfaces shall be machine finished. Looking manhole aids and frames will be restricted to locations within the 100-year floodplain and areas Specifically designated on the plans, Certain teed Ductile Iron Manhole Llds and Frames are acceptahle far use where locking IIds are specified. . SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cane Manholes shall be built in accordance with Figure 105. All shallow cane 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. WWW SC-16 PAIN D - SPECIAL CONDITIONS 8. EXTERIOR SURFACE COATING. Exterior surfaces of a I I manholes shalJ be coated with two mop coats- of coal tar epaxy, Koppers "Situ mastic-Super Service Black" Tnemec "46- 450 Leavy Tnernecol," or equal to, a minlmum or 94 mils dry film thickness- 9 MANHOLE JOINT SEALING: All inferior andlor exterior joints on concrete manhole sections constructed for the City of Fart Worth later Department, excluding only the joints using a trapped type perforated 0-ring rubber gasket shall require Biturnastic jolnt sealants as per Figure M. This sealant shall be pre-farmed and trowelable Bitumsstic as manufactured by Kent- Seel, Ram-Nak, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional aree or flat-tape and shall be sized as recommended by the manufacturer and approved by the Englneer. The jolnt sealer shall be protected by a sultable 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 shdnking, hardening, or oxidizing regardless of the length of time it Is exposed to the elements, The manufacturer shall furnish an affidavlt attesting to the successful use of the product as a pre-formed flexible joint sealani on concrete pipe and manhole sections for a period of at least five years, S. EXECUTION- 1, INSTALLATION OF JOINTSEALANT- Each grade adjustment ring -and manhole frame shall be sealed with the above-specified materials. fill surfaces to be in contact with the Joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. The manufacturer shall apply a primar to all surf-aces prior to installing the Joint &ealant in accordance with the recommendations. The pratective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean_ Install frames and corer over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frarnes and grave rings shall rest on two ( ) rows {inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw out if In pavement) adjacent to the manhole to expose the entire manhole frame and a minimurn .of 6. 1ne11es of the manhole wall keeping the sides of the trench nearly vertical. Remmie manhole frame from the manhole structure and observe the condlUon of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Ecgineer shall be replaced. Grade rings that are constructed of brick, block materials other than }gra-oast 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 precast concrete flattop section vvlll be the only adjustments allowed. In brick or block manholes, replace the upper poftion 6f"the' manhole to a point 24 inches below the frame_ If the wars or come section below this level are structurally unsound, notify the Engineer prier to replacement of the grade rings and manhole frame_ Existing brickwork, If damaged b} the Contractor, shall be replaced at the Contractor's expanse. l ira 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 applic:a#lon of quick setting hydraulic cement to provide a smooth working surface. rrr C-17 PART D - SPECIAL CONDITIONS If the lnslda diameter of the manhole Is too far2e to safely support new adjustment rings or ffames, a flat top section shall be installed, ,point surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. 'lace flexible gasket Joint material along the inside and outside edge of each joint, or use trowe}able material in Ileu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shires, wood, stones, or any material not specifically accepted by the Engineer may be Used to obtain final surface elevation of the manhole fram.e, In paved areas or future paved areas. castings shall be installed by using a straight edge riot 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 toy, of the casting shall be 118 Inch below the finished elevation. A I:owances for the compression of the Joint material shall be mane to assure a pro perfinaI grade elevation. , EXPOSED EXTERIOR SURFACES. All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy, !Copper "Biturnastic Super Service Black', Triamec `46- 450 Heavy Tnerrrecol', or agual, to a minimum of 14 reals dry filar thickness. 4. The ektbr ar surfilce of all }ire-cast seciian joints shall be thoroughly cleaned With a wire brush and then waterproofed Wth a 1l2-Inch thick coat of trowelable b1tumastic joint sealant from 6-tnches below to 6-inches above the joint The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling- C. MEASUREMENT AND PAYMENT-. The price bid for new manhole installations shall include all labor, equipment, and materials necessary for constFuction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating, Payment shall not Include pavement replacement, which It required, shall be paid separately. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for constructlon of new manhole, including, but nvt limited to, excavation, backfill, disposal of materials, joint sealing, lift hole seating and a teriof surface coating. Payment shall not Include pavement replacement, which if required. shall be paid separately. The pdr-a bld for adjusting ancifor sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting andlar sealing the manhole, including but not 11mited to, Jolnt sealing, lift hale sealing, and exterior surface coating- Payment for concrete collars will to made per each. Payment for manhole inserts will be rnade per.each, D. 28 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or nein sanitary sewer service shall be required as shown on the plans, andlor as described in these Special Contact Documents In addkt-ion to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be Constructed by the Contractor utillzing standard factory manufactured tees. Olty approved factory manufacturdd saddle taps may be used, but only as directed by the Englneer. The decision to use saddle taps as opposed to tees shall be made on PART D - SPECIAL CONDITIONS a case-by-case basis. The Contractor shall be responsible for coordinating the schoduling 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 to required. Severed ser3vice connactions shall be mafntairte d as specified in section 06-6,1 S- ID, EW R SERVICE RECONNE Tl0hl; When sevrer service raconnection 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 1€na up with the service line and avold any horizontal adjustment. For open cut applicatlons, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Eng€neer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easernant line or as dirpcted by the Engineer. Procedures listed below for f pr Service Replacement shall be adhered to for the Instailation of any sewer service lime including the incidental four (4) feet of service Ilne which is included in the price bid for Sanitary Sewer Taps_ Payment for work such as backfill, saddles. tees, fittings incidental foal (4) fleet of service line and all other associated appurtenances required shall be included in the price b.1d for ~unitary Sewer Taps. E SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted andlor replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer vervice lime is in such condition or adjuwmertt necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For s€tuations involving sewer service rerouting, whether on publlo 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 Gontractot 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 an 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 bead locations on the service re-route, All applicable sewer mains, laterals and affected service lines that are installed without pre-carrstruction 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 lnspeci~or, The Englneer shall be Immediately notified In the event that the two ( ) percent minimum ;slope is not satisfied, if the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be respansible for ensuring that the two (2) percent mInimurn-grade (or as approved by the Engineer) is satisfied. Prior to backfflling, the Contractor shall double check the grade of the installed service litre and submit signed documentation verifying that the litre has been installed las 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 fall 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 Jn accordance with the City Plumbing Code. Connection to the existing sewer service lime shall be made with appropriate adapter fittings_ The fitting shall be a urethane or neoprene coupling A. .T, , C-425 with series 300 stainless steel compression straps. The Contractor shall remove the exI's Ung clean-out and plug the abandoned sewer service line. 1;12�10a SO-19 PFT D - SPECIAL CONDITIONS The contractor shall utilize schedule 40 PVC for all sanitary sever service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all seNice Ilne Work on private property. Permit(s) must be obtalned from the City of Fort forth Development Department for all service llne work ort private property and all wprk related to the service Ilne 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 reroute and proof of final acceptance by the Plumbing inspector shall be provided tc the Engineer upon completion of the sanitary sewer re-route. Payment for work and materials such as backfill, removal of existing clean-*uts, 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 asscclated work for service replacernen(s in excess of four (4) linear feet shall be included In the Ilnear foot price bid for sanitaryr 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 bbd for sanitary sewer service taps, D- 29 REMOVAL, SALVAGE, AND ABANDOIh ME-NT F EXISTING FACILITiE Any removal, salvagaig and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Spe al Contract Documents in addiliorl to torose located In the field and Identified by the Engineer. This work shall be dome in accordance Wjth 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 Condltlon. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shah be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E -1,5 Salvaging of MaterWs, B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lift shall be removed and returned to the Water Department warehouse by the Contractor In accordance with Section F-2-1.5 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 Secfibn E2-2-9 Ba rkfill. 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 FIDE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water 'Department warehouse by the Cor&actor in accordance with Section E271.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Sectlon 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 EXISTTNG SATE 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 E2-1,5-1,5 Salvaging of Materials, The void area caused by the valve removal shall be backfilled and compacted in accordance with bacKIN method as specified in Section E 2-2.9 Backfill, Backfill material shall be sul#able excavated material approver) by the Engineer. Surface restoration shall be compatible with existing surrounding surface and 1112WO4 SC-20 PAIN D -- SPECIAL CONDITIONS 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 ENT OF EXISTING GATE VALVE. Existing gate valve and box lid shall be abandoned by first ciasin9 the vaIve to the fully closed position, and demolishing the Valve box irr plane to a point not less then 18 irtches below final grade. Concrete shall then be used as backflll materiel 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 .5hall then+ be backfilled and compacted in accordance with backfill method as specifted in Section; E2-2.9 Backfill. Backfill material shall he suitabte excavated material approved by tale Engineer_ Enface (estaralian shall be compatible with the existing vurrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned In place shall have all pipes entering or exiting the structure plugged with Igen concrete. Manhole top or cone section shall be removed to the top ni the full barrel diameter section. Or to point not less than 18 inches below final grade. The struGtore shall then be backfilled and compacted in accordance with backfill method as specified In Section -2.9 Backfill. BackfilJ material may be aither clean washers sand of clear, 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 olhea• appLrrtenances required, shall he included in tete appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES- Manholes to be rernoved shall have all pipes entering or exiting the structure disconnected. The complete manhole. including tap or cane section, all full barrel diameter section, and base section shall be ramoved_ The excavation shall then be backfilled and compacted in accordance w4h backfill method as specified in Section F2-2,9 Backfill backfill material may be with Type O Backfill or Type B Backfill, as approved by the Engirteen Swface restoration shall be compatible with surrounding surface. I_ CUTTiNG AND PLUGGING EXISTING MAINS- At various locations on this project, it may be required to taut, plug, and block existing water mains(services or sanitary sewer maiTislservioes in order to abandon these lines, Cutting and plugging existing mains and/or services shall be considered as incidental and a1J costs incurred will be considered to be included in the ;in ear foot Ltd price of the pipe, unless ;separate ire nching is required, J. REMOVAL OF EXISTING PIPE: Where rernoval of the existing pipe is required, It shall be the Contractor's t sponslbility to properly dispose of all removed pipe All rernoved valves- fire hydrants and meter- boxes shall be delivered to Water Department Field Operation, Storage Yard. C. PAYMENT, Payment icor all work and material involved In salvaging. abandoning and/or rernoving existing facilities sha€J be IndUded in the linear foot bid price of the pipe, except as fellows. separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and Iarger. and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilitles when said facility is not being replaced to the same trench (i,e,, when removal requires a separate trench), 11/M04 SC-21 PART D - SPECIAL CONDITIONS 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 firm[ determination that ail existing service connections have been relocated to the new main. Once this determination has been made, the eats€ing ma[n will be abandoned as Indicated above.In Item I. D- 30 DETECTABLE WARNING TAPES Detectable underground utlllty warning tapes which can be located from the surface by a pipe; detector shalt be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured byAllen Systems, Inc_ or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluirnInurn fall encased in a protective inert plastic jacket that Is impervious to all known alka[is, acids, chemical reagents and solvents found In the soil. The inlnlmum overall thickness of the tape shall be 5.5 mils, and the width shall riot to less tha n two inches with a minimum unit weight of 21/2 pounds// inch/100'. The tape shall be color coded and unprinted with the message as follows: Type of[JfrMI Colon Code Legands Water Safety Blue Caution! Buried Water Line Below Sewer Safety Careen Caution! Suded Sewer Lime 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 detectabi[Iiy_ AIlow 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 prig 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 a[i exposed pipe ends during any period of warts stoppage. D- 32 DISPOSAL OF SPOIU1F'ILL MATERIAL Prior to the disposing of any spoilffill materlal. the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Floyd Plain Administrator ("Administrator"), of the Iocatlon of all sites where the Contractor intends to dispose of such material_ Contractor shall not d[spose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Blain Ordlnances of the City of Fart 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 stud[es. No NII permit is required if disposal sites are not in a floodplain. Approval of the Contractor's d1sposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not irk a known flood plain or by a Flood Plain Flll Permit authorizing fill' within the flood plain_ Any expenses associated with obtaining the fill permit, inc[udirig any necessary Engineering studies, shall be at the Contractor's expense. in [lie event that the Contractor disposes of spo[I{fill material at a site €#bout a fill permit or a letter ffom the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its xlre"4SC-22 PAIN D - SPECIAL CONDITIONS expense and dispose of such materials in accordance with the Ordinances of the City and this sectlon. 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 SUBT'ITUTiNS The specftaflons for materials set out the minimum standard of quality, which the City Relieves necessary to procure a satisfactory project_ No substitutions will be permitted unill the Contractor has received written permission of the Engineer to make a substitution for the matarlai, which Ila$ been specified. Where the term 'or equal", or "or approved equal" is used, it is understood that if a rrtatedai, product, or piece of equipment bearing the name so used is furnished, it will be approvab[e, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the Ity_ If a product of any other narne is proposed for use, the Engineers approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or egUaf', or "or approved equal" is not used in the spectfcations, 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 My, shall be the sale 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 PR&DON TRU TIOJN TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL. Prior to the reconstruction, ALL sections of existing sanitary sewer fines to be abandoned, removed {except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-ire-place pipe, fold and form pipe, stip-line. etc), shall be cleaned, and a television lnspectlon performed to identify any active sewer service taps, ether sewer laterals and their location, Work shall consist of furnishing all tabor, material, and equipment necessary for the cfearning and inspection of the sewer lines by means of closed circuit television Satisfactory precautions shall be taken to protect the sewer dries from damage that might be Inflicted by. the Improper use of cleaning equJpment_ 'f, HIGH VELOCITY .JET (HYDROCLEANINQ) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall afso have a seJection 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 ilnes designated to be cleaned. Equipment shall also include a high-valocity gun for washing and scouring manhole wells and floor_ The guri shall be capable of producing flows from a flne spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propolle€i Equipment shall be of a movable darn type and be constructed in such a way that a portion of the darn may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in dlarneter around the outer periphery to ensure removal of grease. If sewer cleaning ba l.1s or other equipment, which cannot be collapsed, Is used, special precautions to prevent flooding of the sewers and publlo 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, rrzro,� - 3 PART 0 - SPECIAL CONDITIONS 2. CLEANING PROCEDURES: The designated surer 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 Eines and manholes- If cleaning of an entire section canna be successfully performed from one rnanhcfe, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assurned that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants are meee;ssary to avoid delay in normal working procedures, the grater shall be conserved and not used unner-essarily. 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 downstrearn manhole of the section being cteaned. 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 he removed from the site no less often there 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 SEVVER MANHOLES. 6- TELEVISION INSPECTION EQUIPMENT, The television camera used for the inspection shall be one specfllcally designed and constructed for such Enspection. 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 renditions. The camera, television monitor, and other components of the video system shall be capable of prorlucfnq 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. Th$ camera shall be moved through the line in either dilrectlon at a moderate rate, stbpplrig when neoessary to permit proper dockimentatlon of any sewer service taps. In no case will the television gamera 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 snail be used to move the camera through the sewer Ilne. 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 t teen members of the crew. 1112km SC-24 PAIN D - SPECIAL CONDITIONS The importance of accurate distance measurements N emphasized_ All television inspection videotapes shall have a footage counter, measurement for location of sewer sewice taps shall be above ground by mems of meter device_ Marking on the cable, or the take, which WGUld 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 writable device, and the accuracy shell be satisfactory to the Engineer. The Cily makes no guarantee that all of the sanitary sewers to be entered are ctear for the passage of a camera. The methods Used for securing passage of the camerae are tc be at the option of the Contractor. The cost of retrieving they Television carnsra, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. _ DOCUMENTATION: Television Inspection Lags: Printed location records shall be kept by the Conti'actor and will clearly show the location In relstlon to an adjacent manhole of each sewer service [ops observed during inspection. In addilion, other points of significance suoh as locations of unusual conditions, roots, storm severer connections, broken pipe, presence of scale and corrasiark, and other discernible features wIII be recorded, and a copy of such records will h� supplled to the City 3, PHOTOGRAPH&PHOTOGRAPHInstant develop€ng, 35 mm, or anther standard-size photographs of the television picture of problems shall he taken by the Contractor upon request of the Engineer, as tong as such photographing does not Interfere with the Contractor's operations. d. VIDEOTAPE RE ORDIN The purpose of tape recording shall be to supply a visual and audio record of problenn areas of the lines that may be replayed. Video tape recorditnq playback shall be at the same speed that it was recorded. Than 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 vvitl return tapes to the Contractor upon completion of review. Tapes shall not be erased without the perm€scion of the Engineer, if the tapas are of such poor quality that the Engineer Is unable to evaluate [lie condition of the sewer litre Or fo locate service connect€ons, 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 quallty that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera- THE amera-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 MI tie notified as to which sections of the sanitary sewer are to be corrected, The Engineer will return tapes to the Contractor uporM completion of review. All casts associated with this work shall be IncIdentat to unit prices bid for items under Television Inspeclion sof the Proposal. 7�rrtra S -25 PART D - SPECIAL CONDITIONS C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION N TELEVISION [N PECTION OF SANITARY SEWERS, The cost for lire-Construction Cleaning and Television Inspectlon of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shali provide the Engineer with tapes of a quality that the particular piece cf sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the lopes by the Engineer Including collection and removal, transpWaWn 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 Bike analysis. The primary purpose of cleaning is for television Inspection and rehabilitation; when a portion Of a line is flat 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 T Inspections- The cost of retrieving the TV Camera, under all circumstances. when it becomes Jodgad during inspection, shall ba incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping reqLffed to provide reliable, regular sewer service to the area residents. All bypass purnping shall be Incidental to the project- D- 36 roject_1D- 6 VACUUM TESTING OF SANITARY EWER MANHOLES D. GENERAL. This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes_ H. EXECUTION-. 1. TEST PROCEDURE: Manholes shall bQ vacuum tested prior to any interior grouting with all. corinect[ans in place. Lift holes shall be plugged, and ail' strop-connections and gas sealing connections shall be installed prior to testing. 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 iristallod In the 11nes beyond the drop-connections, gas sealing cannectlans, etc. The test head shall be placed inside the frame at the top of the manhole and Inflated in accordance with the manufacturer's recommendations. A vacuum of ten Inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time_ The required test time shall be determined from the Table i bel o* in accordance with ASTM C1244-93, i s o C- 6 PAIN D - SPECIAL CONDITIONS Table t MINIMUM TIME REQUIRED FOR VACUUM DROP Depth of MI-1, 48-Inch Din, 60-Inch Dia. (FT.) Manhole Manhole 0 to iB` 40 sec, 52 sec, 18' 45 sec. 59 sec. 0' 50 sec, (35 sec, 2 " 55 sec. 72 sec. 40 59 sec. 78 sec. 6' 64 sec. 85 sec: 28' 69 sec 8-1 sec, 30' 74 sec, 98 sec. Far Each 5 sec: 6 sec_ Additicnal ' 1, ACCEPTANCE.- The manhole shall be considered dccaptabie, if the drop In the level of vacuum is less than one-inch of mercury (1" Fig) after the required test time_ Any manhole, which fails to pass the initial test, must be repalred by either pressure grouting through the manhole wall or digging to expose the exterior wall' of the manhole in order to locate the leak and seal it with an epoxy sealant. The nianhote shall be retested as described 2bove until it has successfully passed the test. Fallowing 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 kn a manner satisfactory to the Engineer, C_ PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid Pt the contract price per each vacuum test_ This prig shall include all material, labor, equipment, and all Incidentals, including ail bypass pumping, required to complete the test as specified herein. D- 37 BYPASS PUMPING The COntfaCtCIF snail bypass the sewage around the secilon. or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstrearn manhole and pumping the sewage into a downs ream 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 faciirtaes connected to the sewer_ Provisions shall' be made at driveways and street crassin9s to permit safe vehicular travel without interrupting flow in the bypass sys#ern. Under no circumstances wIll the Contractor be permitted to discharge sewage Into the trenches. Payment shall be incidenW to rehabilitation or replacement of the sewer line. arras - 7 PART T D - SPECIAL CONDITIONS D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL. ,after construction, FALL sections of sanitary sewer lutes shall have a television Inspedian performed by an independent sub-Contractor hired by the prune Contractor. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by rrteans of closed circult television. Sa3tisfaatory precaulions shall be taken to protect the sower lives from damage that might be inflicted by the improper use of cleaning equipment. B_ TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically desIgned and constructed for such inspeclion Lighting for the camera shall be operalive in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quallty to the satisfaction of the Engineer; and if unsatisfactory. egOpment shall be removed and no payment will be made for an unsatisfactory inspection, C. EXECUTION- 1 . TFLIEVISION 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 sower service taps, ler no carie will the televIsiort 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 skull 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 revrew by the Engineer When manually operated winches are used to pull the television camera through the Ilne, telephones or ocher suitable means of communications shall be set up between the two manholes of the section being inspected to ensure goad oommunications between members of the crew. 'The ini _v_rtance of accurate distance measurements__Es ernphasized. 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 othw suitable device, and the accuracy shall bra satisfactory to the Engineer. The City malas 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 Pinta, 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 cleat image of sewer being inspected, 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 tap observed during inspection. All television logs shall be referenced � r4 SC-28 PART D - SPECIAL CONDITIONS to statloning as shown on the plans, A-copy of'these taievision logs will be supplied to the City. 3. PHOTOGRAPHS- Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer-, as long as such photographing does not interfere with the Contractor's Operations. 4. VIDEOTAPE RECORDINGS- The purpose of tape recording shall' be to supply a visual and audio record of problem areas of the Imes that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The televislon tapes shall be furnished to the City for review immedlately upon completion of the te[evislon Inspection anti may be reialned a maximum of 30 calendar days. Equipment shall be provided to the City by the CGntFaCtbr for review of the tapes. Tapes will be retumed to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tames are of such pour quality that thp_Engineer is unable to evaluate the condition of the sewer line or to locate service connections the Contractor shall be re uired to re- televise and provide a good tape of the line at no _additional oast to-the Cid, Jf a good tape cannot be provided of such gUality that can be reviewed by the Engineer, no payment for televising this portion shall be matte_ Also, no payment shall be mads for portions of lines not televised or portiorps where manhDles cannot be negotiated with the television camera. D, PAYMENT OF POST-CONSTRUCTION TELEVISION IN PE TION OF SANITARY SEWERS. The cost for post-construction Televislon [nopection of sanitary sewers shall b per linear foot of sewer tetevised. The Contractor steal[ provide the Engineer with tapes of a quality that the particular pied 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 casts associated with this worts shall be included in the appropriate bit! item - Post-C onrstruction Television Inspact Ion. 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, certi#lcations 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 send and crushed stone to be used along w1th the name of the pit from which the material was taken. The contractor shall provide manufacturer's cerlifkca#ions far all manufactured items to be used in the project and vd[I bear any expense related thereto. B, Tests of the design concrete mix shall be matte by the contractor's laboratory at leaast nine flays 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 resiults to the City, r rr2+ 04SC-29 PART D - SPECIAL CONDITION C. Quallty control testing of in-place materlal on thls project well be performed by the city at its awn 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. 0, Not less than 24 hours notice shall be provided to the City by the Contractor for operatlons requiring testing_ The Contractor shall provide access and trench safety system (if requited) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the Item being tested. E. The Contractor shall provide a copy of the trlp ticket for each load of fill Rnateria l delivered to the job site- They ticket shall specify the name of the pit supplying the#ill niate rla1. D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED ARI=AS LESS THAN i 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 Whtract. These control measures shall at no time be used as a subst€tute 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 hls constructlon operations. The temporary measures shat[ Include dikes, dams, berms, sediment basing, fiber mats, jute netting, temporary seeding, straw Mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes. slope dralns and other devices. B_ CONSTRUCTION REQUIREMENTS. The Engineer has the authority to define erod[ble earth and the authority to Ilm€t 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, barrow 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. darns, sediment basins, slope drair}s 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 contra[ features, but are not associated with permanent control features on the project. The Engineer will Ilmlit the area of preparing right-of-way, clearing and grubbing, exmvation and borrow to be proportional to the CONTRACTOR'S' capability and progress in keeping the finish grading, rnulchwing, seeding, and other such permanent polkutinn-control measures current in accordance with the accepted schedule, Should seasonal conditions make such limitations unrealistic, temporary sail-erosion-control measunr s shall be performed as directed by the Engineer- 2. Waste or disposal areas and construction roads stall be located and constructed in a mariner that will minimize the amount of sediment entering strums. 3. Frequent fordings of live streams will not be permitted, therefore, temporary Fridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless other lse approved in writing by kite Engineer, mechanized equipment shall not be operated in five streams. I fry -30 PART D - SPECIAL. CONDITIONS 4. Wher) work areas or ,material sources are located in or adjaceni to live streams, such areas shall be separated from the stream by a dike or wher barrier to keep sedlrnent from entering a flowing strearn. Care ;Tall be taken during [tie construction and rernoval of such barriers to minlmiae the muddyIng of a stream,. 5. All waterways shell be cleared as soon as practicable of false work. piling, debris or other obstntctinns placed during ccpstruction operations that are not a part of the finlshed work, 'rhe Contractor shawl take sufficient precautions to prevent pollution of streams, lakes.and reservoirs with fuels, oils, bilumen, calcium chloride ar other harmful rrraterials_ He shall conduct and schedule his operations so as to avoid or minirnizc siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT ANO PAYMEENT. All work, materlals and equipment necessary to provide ternparary erosion control shall be considered subsidiary to the contract and no extra pay WW be given for this work_ D- 41 INGRESS AND EGRESSIOBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property baying crossed by thls construction and adjacent propefty when construction is not in progress and at night. Drives skull be left accessible at night_ on weekends, ar«d durnng 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 andfor rebuilt. D- 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 sand€faun equal to or Better thea existed prior to start of work. Any trees or other landscape features scarred or damaged by the tloniractor's Operations shall be festered or replaced at theContractor's expense. Trimming or pruning to facilltate the work fiU be permitted only by experienced workmen in an approved manner (No trimming or pruning wvill3out the property Owners' consent)_ Pruned limps Of I" diameter or Larger shall be thoroughly treated as soon as possible with a tree wound dressing By ordinance, the Contractor musk 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 fncIuding street fights-Of-Ways and designated aPeys. This perrmIt can be obtained by calling the Forestry Office at 571-5738. All Iree work shall be In c-Dmpliance with prLrnin9 standards for Class It Pruning as described by the National Arborist Association, A copy of these standards can be provided by calving the above number. Any damage to public trees flue to negligence by the Contractor shall be assessed using the current formula far Shade Tree Evaluatlan as defined by the International Society of ArboricuIture_ Payment for negligent damage to public trees shall be made to the City of Forl. 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 fled Oak trees shall be Immediately sealed using a commercial pruning paint. 77f'+JI4a - 1 PART D - SPECIAL CONDITIONS No separate payment will be made for any of the work involved for this item and all casts incurred will be considered a subsidlary cast-of the project_ D. 43 SITE RESTORATION The cuntmOter shah be responsible for restoring the site to original grade and canditian after completion of his operabOns subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus orae-terith (0.1) of a foot_ D- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid docs rrmants most 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 UVcrth Standard Product List shall be considered to meet City of t=art Worth fminlmurn technical requirements_ D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This Item shall be performed in accordance with the City of f=ort Worth Parks and Community Services Department Specifications for Topsoil, Bodding and Seeding. 1. TOPSOIL DESCRIPTION: This stern wall corisist of furnishing and placing a minimurn of six (6) Inches of tepsolt, fres from rock and foreign, ma(erial, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS. Topsoil viitl be secured from barrow 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 obfairled from a barrow source. Topsoil material secured fFOM street e7(cavaWn shall be stockpiled at locations approved by the Engineer, and at oampletlon of gracing and {paving operations, topsoil shall be placed on parkway areas so as to provide a mfnImurn six (6) inches of compacted depth of topsail parkways 2_ SODDING DESCRIPTION; Sodding Will consist of furnishing and planting Germtida, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, In median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609- MATERIALS-. 09_MATERIALS; Soil shad consist of Ilve and grow[nq Bermuda, Buff aio or t_ Augustine grass secured from sources where the soil is fertile_ Sad 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 { } inch minimum thkckness 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 PART D - SPECIAL CONDITIONS transplanted. Sod to be placed between curb and walk and on tLarraces Shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all limes to retain native sail on the rods of the sod during the process of excavating: hauling, and planting. Sod material shall be kept moist from the time it is dug ufltil planted. When so directed by the Engineer, the sed existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three Mays after ft is excavated. CONSTRUCTION METHODS- After the designated areas have been completed to the lutes, grades. and cru s-seOlons shown on the Dra lags and as provided for in other items of the contract, sodding of the type specified shall be }peilormed in accordance with the repuiramenis 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 slde alk Jives, turelve (12) inches on centers or to the dimensions shoe n on the Dra Ings. shalt be opened on areas to be sodded In afI furrows, sad approximately three ( ) inches square shall be placed on twelve (1 2) inch centers at {proper depth sa that the top of the sod shall not be wore than one-half (112) inch below Elbe finished grade_ J-lofes of equivalent depth and specfng may bo used instead of furrows. The soil shall be firm around each black and then the entire sodded area shall be carefully rolled wJth a heavy. hand roller dove lapiing fifteen (15) to twenty-fine (2 5) pounds per sctu2re inch compfession. Hand tamping may be required on terraces fa_ Blocks Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the pregafed areas_ The sad shall be so placed that the entire designated area shaill to covered and any voids left in the block sodding shall be filled with additional sod and laeriped. The entire sodded area stiall be rolled and tamped to form a thoroughly compact solid mass. SLIrfaCeS of block sad, which, in the opinion of the Englneer, may slide due to the heighl 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 closa to hold the block sod firmly in place_ When necessary, the sodded areas shall be smoothed after plan#Ing has been completed and shaped to conform to the cross-section previously provided and exisling at the time sodding operations were begLIn. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas ar disposed of as directed by the Engineer so that the completed surface Ml present a sightly appaarance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such bines grid in a manner and quankfty directed by the Engineer ufitiI completion and finaI acceptance Qf the project by the City of Fort Worth. 1 SEEDING DESCRIPTION- "Seeding" will corssist of preparing grMind, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings acrd in accordance w I(h these Specifications. PART T D - SPECIAL CONDITIONS MATERIALS, a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed rneets all requirements of the Texas Seed Law, Seed furnished shall be of the prevRous sea son's crap and the d ate of analysis shown on each tag shall be within nine? (9) months of tirne of delivery to the project Each variety of seed shall be furnished and dellvered in separate lags or curktainers_ A sample of each variety of seed shall be furnished far analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the Following percentages of Purity and germination: Common Name P u�ttyermination oninion Bermuda Grass 95% 90% Annual Rye Grass 95% 950% Tali Fescue 5 90% Western Whentgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Feeble 1 20- .( )a. URBAN AREA WARM-SEASON SEEDING RATE (Iris.); Pure.Live Seed (P ILS) Mixture for Qay or Tght Solis Mixture for - Sandy Soils Oates (Eastern.Sections) (WesternSections (All Sections) Feb 'I Sermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buftalogmss 60 Bermudaga-ass 20 Buftalograss 40 May 1 Total. 100 1,501; 100 Total- 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Euro Live Seed (PLS) Oates (AIJ.Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May I Annual Rye 50 Total; 100 CONSTRUCTION! METHODS-. After the designated arQa,s Neve been completed to the lines, grades, and cross-sections shown on (he [drawings and as provided for in other items of this Contract. seeding of the typo specified shall be performed in accoa-Mance with the requirements hereinafter described, a. Watering. Seeded areas shalt be watered as directed by the Engineer so as to prevent washing of than slopes or dislodgment of the seed- 4 V229rD4 C-34 - - PART D - SPECIAL CONDITIONS b, Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed best preparation has been completed and shaped to conform to the cross-section previously pravided anti existing at the time planting operations were begun. BROADCAST SEEDING, The seed or seed mixture in the quantity specined 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_ rFinishing" as speplfied in Section 0-45, Construction Methods, Is not applicable since no seed bed preparation is required, DIS ED EED[NG. Soll over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three ( ) Inches and all particles in the seed beet shall be reduced to less than one (I� Inch in diameter or they shall be removed. The area shall thee, be finished to llna and grade as specified 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 orae-eight (118) inch, The planted area shali be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour_ ASPHALT MULCHSEEDING- The call over the area shown on the DravvIngs, 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 dlameter, or they, shall he removed. The area shall thea be finished Io line and grade as.specified under "Finishing" art Section ❑- 45, Construction Methods, Water shall thea 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 plfabie, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sawing 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 planking, the seed shail be raked or harrowed into the sail to a depth of approximately ane-quarter (114) 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 sic ( ) Inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphait"thall 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 IVIS-2 small be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finlshed surface shall he comparatively smooth_ PAIN D - SPECIAL CONDITIONS FSE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES- Areas where teMporsry coat season species have been planted may tae 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 inSLJre that slit-seeding equipment will be able to cut through the Curt and achieve adequate soil penetration. Slit-seedingr is achieved through the use of an implement which cuts a furrow (slit) in the sail and places thfe seed In the slit which is then pressed ctose with a oult packer wheel, , HYDROMULDH SEEDING: If hydra 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 PARI[ AREAS TUFF RESTORATION OF PARK AREAS; FERTILT ER DESCRIPTION "f`ertiHzee' will consist of providing and distributing fertlllzar over such areas as are designated on the Drawings and in accordance with these Specifications, MATERIALS., All fertilizer used shall be dellvered In tags or containers clearly labeled slowing the analysis The fertilizer Is subject to testing by the City of Fart Worth in accordance with the Texas Fertilizer Law, A pelleted or granulated tertilizer shall be used with an analysis of 16-•20-0 or 16-5-8 or having the analysis shown ori the Drawings. The figures in the arEalysis represent the percent of nitrogen. phosphoric acid, and potash nutrients respectively as determined by (lie rnefhtiads of the Association of Official Agricultural hernists- In the event it is necessary to substitute a fertlllzer of a dlffarent analysis, it shall be a pelleted or granulated fertilizer with a lower corncentration- Total amount of nutrients furnished and applled 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 rrranner directed for the particular item of work. Fed ilizer shall be dry and In goon physical condition. Fertilizer that is powdered to caked will be rejected. Oistribution of fertilizer as a particular item of work shall meet the approval of the EngIneer. Unless other tae indicated on khe Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) ;pounds per acre for all types of "Sending" and four hundred (400) (rounds per acre for all' types of "Seeding" I IEA URttMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will he made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, c=plete in place. Acceptable material for "Sadding" will be measured by the linear fact, complete in place- f 9ma -3 PAIN D - SPECIAL CONDITIONS Acceptable material for "Fertilizer" shall be subsidiary to the price of sending or seed Ing. PAYMENT. All work performed as ordered and measured strap be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shall be Full compensation for excavating (except as noted below), loading, hauling, piacIng and frIrrnslhing all labor, equipment, tools, sLipplies, and incidentals necessary to complete Work. All labor, equipment, tools and Incidentals necessary to suppler, transporl', stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spilt sodding" or "block sodding" as the case may be, will be paid for at (lie contract unit price per square yard, compiete in place, as provided in the propesal and contract. The contract LRnit price shall be the total compensation for furnkshing and placing all sod; for all rolling anti (amping: for all watering; for disposal of all surplus materials: and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at [lie unit price for "needing", or "Sodding" of the type specifled, as the case may be, which price shall each be full compensation fir furnishing all materlals and for performing all operations necessary to complete the work accepted as follows: Fedilizer material and apptication will not be measured or paid for directly. but is considered subsidiary to Sacidinq and Seeding. D- 46 CONFINED SPACE ENTRY PROGRAM It skull be the responsibility of the contractor to Implement and maintain a variable "CONFINED ~TACE ENTRY PROORAV' which must meet OSHA mquirements for all its employees and subcontractars at all tirries during construction. All active serer rrranlhales, regardiless of depth, are defined by OSHA. as "permit required confined spares". Qontractors shall submit arr acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable rnanhole� and maintain an active file for these manholes, The cost of complying with this program shall be subsidiary to the pay items Involving work in confined spaces_ D- 47 SUBSTANTIAL COMPLETION IN PECTIONIFINAL 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 pardon 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 cr+ntractof a list of items needling to be completed or corfected, 9, The contractor shall take immediate steps to rectify the Iksted deficiencies and notify the owner in writing when all the Items have been completed or corrected. 7 of� o -37 PAIN D - SPECIAL CONDITIONS 10. Payment for substantial completion inspection as well as final inspecliori 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 inspectian. 11. Final Inspection shall be in conformance with general. condition item "C5-5.18 Final InspectIon" of PART C - CENEf L CONDITI0NS. 0- 48 E CAVATFON NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 1. The Contractor shall be responsible for taking measures to minimize darnage to tree IIf bS. tree trunks, and tree roots at each work site. All such a-neaalsures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure rristallation except for short tunneling1tree augering- s- 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 drlp line or edge of the tree root system between tree and the construction area- 3, Contractor shall inspect each worst site in advance and arrange to have any tree limbs pruned that Wright be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work- No trimming work wilt be permitted within private property without wriften permission of the Owner. 4. Nothing shall be stared over the tree root system within the drip line area of any tree. 5. Before excavation (oft the roadway) within the drip line area of any tree, the earth shall be savdcut for a minimum depth of 2 feet- 6. At designated locatlons shown on the drawings, the "short tunnel" method using Class 51 D-I- pipe shalt be utilized, 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 dlanieter 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 bei# agricultural practices and procedures- 9. Short tunneling shall consist of power augering or hand excavation The tunnel diarneter shall not be larger than 1-1/2 times the outside pipe diarneti�r. Voids remaining after pipe installation shall be pressure grouted. D- 49 CONCRETE ENCASEMENT OF SEVVER 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 dlameter indicated- The Contract Unit price shall include all costs assoclaated with installation and reinforcement of the concrete encasement. D- 50 CLAY DAM Clay darn construction shaky be perfomted In accordance with the Wastewater Clay loam Construction, figure in the Drawings in Chase Specifications, at locations indicated on the r rr749rrW 8 PAIN D - SPECIAL CONDITIONS Drawings or as directed by the Ci#y, Clay Clams shall be keyed into undisturbed soil to make an impervious barrier to redLIce groundwater percelaitlorn through the pipeline trench. Construction material shalf 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 utillties Prior to construction, In accordance with item 0-6- At locations identified bn the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and veri(y the location and eteval;lon of the existing underground utility where it may be in potential conflict with a proposed facility alignment, The exploratory excavatlon shall be conducted prior to construction of the entire project only at locatiaris 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 utillty 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 excavatlon (D-Hale) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the Eipproval of the City inspector, The contractor shall be liable for any and all damages incurred clue 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 fall compensation for all materials, a cavatfon, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid_ No payment shall be made for exploratory excavations) conducted after ccnstruction has began. D- 52 INSTALLATION OF WATER FACILITIES 62.1 Polyvinyl Gbloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittlr~gs .on this Project shall be ire accordance with the material standard contained In the General Contract Documents. Payment for work stjch as backfill, bedding, blocking, detectable tapes and all other assoclated appurtenant required, shall be included in the 11near foot price bld of the appropriate BID ITEM(S), 52.2 Blocking Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents, All valves shall have concrete blocking provided for supporting. No separate payment voll be made for any of the work involved for the item and all costs incurred will be considered to be Included In [lie linear fmt bid price of the pipe or the Wd price cf the valve. 52,3 Type of Casing Pipe 1, WATER; The casing pipe for open cut and bored or tunneled section shall be AVVWA 0-200 Fabricated Electdca lly Welded Steel Water Pipe, and shall conform to the provisions of 0-15, E1-6 and E1-9 in Material Specifications of General Contract Documents and Spectfications for Dater Department Projects, The steel casing pipe shall be supplied as follows: PTT D - SPECIAL CONDITIONS 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 AWVVA 0-203. Touch-up after field wetds shall provide coating equal to those specifked above- C. ttillir}imum thickness for casin,j pipe used shaEl be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed In casing Installation shall be as recommended by tyre Manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E -15 as per frig, 110 of the General Contract Documents- 3 PA mEN'f Payment for all rnaterias, labor, equipment, excavation, concrete grout, backfill, arld incidental work shall be irrclurled in the unit price bid per toot, 52.4 Tie-tris The Contractor shall be responsible for making tie-ins to the existing water mains It-shall be the responslbllity of the Contractor to verify the exact location and elevation of the exlsting Ilne tie-ins- And any differences in locations and elevation of existing line tie-ins between the contract drawings and what ma'y be encountered in the field shall be considered as incidental to cams#ruction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation. configuration and angulation of existing water or sanitary severer linos prior to manufacturing of the connecting piece. Any differences in locatlans. elevattan, configuration, and or angulation of existing lines between the conlract drawings and what may be encountered in the said work shekl be considered as incidental to construction. Where it is required to shut dawn existing maims in order to make proposed connections, such down time shall be coordinated with the Enginear, and all efforts shall be made to keep this down time to a minimum. In case of shu#ting down an existing main. the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attentlon is directed to Paragraph 05-5,15 INTERRUPTION OF SERVICE, Page 5-5(5), PART C - GENERAL CONOITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS, The Contractor shall riotify the oustoMer both personally and in writing as to the location, lime, 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 &+nail be included in the linear oot price bid for the appropriate pipe size. 52.5 Valve Cut-ins it may be necessary to cut-in gate valves to isolate the water maln frow which the extension andlar 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 worst must be expedited to the utmost and all such cut-iris roust be coordinated with the engineer in charge of inspection. All consumers shall be individually ITIMM -40 PAIN D - SPECIAL CONDITIONS advised prior to tate slut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, Flocking 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 reconnectlon of water services will be required as shown on the pians, and/or as described in these Special Contract Documents in addition to otiose located in the field and Identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured lap 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 specifier) in the Material Standards (El- 17 & E1-18) contalned in the General Carntraet Documents. All water services to be replaced shall be installed at a minimum depth bf 36 laches below final grade. All existing -314-inch water service lines which are to be replaced shell be replaced with 1- Inch Type K copper, 1-inch diameter lap saddle when regulred, and 1-inch corporation from the main line to the meter box_ All services wh1ch are to be replaced OF relocated shall be installed with the service main tap and service Eine 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 Interry.pirion ►gill be required as sped€fled in Section C5-5,15 1NTERRUPTI 0N 0 I SERVICE, All water service meters shall be ramoved, tagged, and collected by the contractor for pickup by the Water Department for reconditloning or replacernent_ 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 small be performed by a licensed plumber. 1, WATER SERVICE REPL E EUTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage duri;nq street reconstruction. The contractor shall replace the existing service line with Type K copper from the maim to the meter, curb stop with lock wings, and corporatlon 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 Ilene exist]ng meter location to center (line proposed ureter location Shall' be included in the Linear Foot price bid for Copper Service Line from Main to flue {5} feat behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidlary to the service installation_ Payment for all work arkd materials such as tap saddle (if required), corporation stops, and fittings shall be Includo In the price bid for Service Taps to Main. rr sr a C-41 PART D - SPECIAL CONDITIONS 1_ WATER SERVICE RECONNECTION: VVater service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstructlon. The contractor shall adjust the existing wafer 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 upper service line used in excess of five (5) feet from tlhain to five (5) feet behind the Meter. 2, WATER SERVICE mF-7•ER AND METER BOX RELOCATIONS: When the replacement and ria for. ion of a water service and meter box Is required and the Io atian of the meter and meter box is moved more than twelve (1 2) 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 mete' box. Centerline is defined by a 11ne extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be pald for separately. Relocations made along the centerline will be paid of In feet of copper service line. 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 small be included in the price bits for the service meter relocation. All other costs will be included In other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not Justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and reefer box relocation. 4. NEW SERVICE: When new services are required the contractor shall Install tap paddle (when required), corporation stop, type K copper service Ilne, Curb stop with lock wings, arab meter box. Reinforced plastic meter bones with cast iron Cid shall be provided for all inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-1BA— Rei nfor d Plastic Water Meter Boxes, Payment for all work and materials such as backfill, fittings, type K capper tubing, and curb stop with lock wings shall be included In the Linear Foot price bid for Service Line from Dain to Meter five (5) feet behlnd the meter. Payrhent 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, I. MULTIPLE SERVICE BRANCHES, When multiple service branches are required the contractor shalt furnish approved factory manufactured branches_ Payment for multiple service branches will Include furnishing and Installing the multiple service branch only and all tither cast will be included in other appropriate bid �em(s). 2. MULTTPL1= STREET SERVICE LINES TO SINGLE FR t E METER: Any multiple service lines with tails servicing a single service meter encountered during construction 7 1129104 -42 PART D -- SPECIAL CONDITIONS shall be replaced with one service line that is applicable for the ;size of the existing service meter and approved by the Englneer. Payment shall be made at the unit laid price in (lie appropriate bid Kem(s)- 62A -Inch Temporary Service Line A. The -inch temporary service main and 3!4-inch service lines shall be Installed to provide temporary water-service to all buiIdin95 (hat will necessarily be required to hava severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and perrnanent service recannec tions 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 A 2-inch tapping saddle and -inch corporation stop or 2-inch gate value with an appropriate fire hydrant adapter fitting shad be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 314-inch service lines small be Installed in accordance to th8 attached figures 1, 2 and - 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated IIrne (HTH) prior to installation, The out-Df-service meters shall be rf moved. tagged and collected by the Contractor for delivery to the Nater Department Matter Shop for reconditioning or repincement- Upon restoring permanent service. the Contractcir shall re-instalK the motors at the correcl location- The mater box shall be reset as necessary to be flush with the existing ground or as othea kse directed by the Engineer- Tire ternporary service layout shall have a minirnurn available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap This criteria small he 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 ane location the -inch temporary service pipes, 314-lrruh service Ilnes and the 2-Inch meter shall be Moved to the next successive project location. Payment for work such las fittings, 3l4-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 itern. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter fof 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-constnaction conference the contractor will advise the inspector of the ourrtber 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- lifter installation, the cortitractor will lake full responsibility for the meters untll such time as the contractor retrrrrrs those meters to the inspector. Any damage to the meters will be the sale responslbililyf of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and it repairs are needed the contractor wIll receive an invoice for torose repairs. The issued meter is for this specific project and location only, any water that the contractor may need for personal use will rrra -43 PART D - SPECIAL CONDITIONS require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department 52.9 purging and Sterilization of Water Lines Before Eyeing placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Spncifirations except as modified herein, The City will provide all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the prDject, including appropriately s1zed "pipe cleaning pigs" chlorine gas or chlorinated lime (HTH) small be furnished by the Contractor. Chlorinated Ilme (HTH) shall be r+sed 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 iess than 10 parts per million of free chlorine. Chlorinated water shall be disposed of In the sanitary sewer systern. Should a sanitary sewer not he available, ohloi inated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until twn successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging apd sterilization of the water lines shall be considered as incidental to the project and all casts incurred will be considered to be included in the linear foot bid price of the pipe- 52.10 Work Dear 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 aro installed closed and iro cross connections are made between pressure planes 52.11 Water Sample Station GENERAL- AllI E RAL- All wafer sampling station installatlons will be per attached f=igure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer, The appropriate water sarnpling station will be furnished to the C ontractor free of change; however, the Contradtor will be required w pEck up this item at the Field Operations Warehouse, PAYMENT FOR FIGURE 34 IINST LLATION , Payment for all work and materials necessary for the installation of the 314-inch type K copper service line will be shall be Included in the price bid for ripper Service LEne frorn 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 prig bid for Service Taps to 11+1sin. Payment for all work and materlals rtiecessary for the Installation of the sampling station, concrete support block, curb stop, failings, and an incidental 5-feet of typal K copper service line which are required to provide a complete and functional water sampling station shall be Included in the price bid for a.tcr 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, r tri as C-44 PAIN D - SPECIAL CONDITIONS Payment for all work and materials necessary for the Installation of ake sampirng station, modification to the vault, fittings. afid all type K copper service line WNch are required to provide a complete and functional water sampling station shall be included in the. price bid for Water Sample Stations. 62.12 Ductile Iron and Gray Iron Fittings Deference Part E2 ConstruchDn Specifications, Section E2-7 Instailing Cast Iron Pipe, fittings. and Specials. Suis seclion E2-71 I Cast Iron, Fittings; E2-7.11 DUCTILE-IRON AND RAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Si�otion E1-7. The price Laid 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. Ali ductile-iron and gray-iron fiWiri s, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification El-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete bluckirlg. and concrete cradle. Payment for the polyethylerte wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle Shall be included in bid items for vales and fittings and no other payments will be allowed_ D. 63 SPRINKLINGFOR DUST CONTROL All applicable provisions of Standard Specifiaatioris 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 rnethad of dewatering operation for the water .or sewage flows from the existing mains and ground water. The Contractor shall be responsible for darnage of any Pature 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 incidentai to a construction and all costs incurred will be considered to be included in the project price. D- try TRENCH EXCAVATION ON DEEB TRENCHES Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated iirertch open overnight. Contractor shall IN any trench the same day of excavation. No extra payment shall be allowed for this special condition. D- 56 TREE PRUNING A. REFERENCES: Natlonal Arborist Association's "Pruning Standards, for Shade Trees". r;ra -45 PART D - SPECIAL CONDITIONS B, ROOT PRUNING EQUIPMENT 1. Vibratory Knife . Vermeer VA650RC loot Pruner C. NATURAL RESOURCES PROTECTION FENCE 3 Steel °T" = Bar stakes, 6 feet Zang 4. Smooth Hors -Wlre. 14-112- gauge (medium gauge) or 12 garage (heavy gauge). 5, Surveyor's Plastic Flagging. "Tundra" weight, International fluorescent Orange or red color 6_ Combination Fence: Commercially manufactured combination: soil separator fabric, on wire mash backing as shown on the Drawings. D. Roar PRUNING 7, Surrey and stake location of root pruning trenches as shown on drawings_ 8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone_ $. Backfill and compact the trench immediately after trenchtrtg, 10_ place a 3400t wide by 4-inch cheep cower of mulch over the trench as required by the b-igineer. 11. WthIn 24 hours, prune flush with grourid and backfill any exposed roots dire to construction activity. Laver with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 12. Limit any grodmg work Within conservation areas to 3-Inch maximum cut or fill, ith'no roots over 1-inch diameter being cut unless out by hand or cut by specified methods, equipment and protection_ E MULCHING:HIND: Apply 2-inches to 4-inches of wood chips from tramming or ciearing operation on areas designated by the Engineer. F, Tree Pruning shall be considered subsidiary to the project contract price_ D- 57 TRFE REMOVAL Trees to be removed shall be rarnoved using applicable methods, including stump and root Isail removal, loading, hauling and dumping_ Extra caufion shall to taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property indudirlg, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All casts for tree rernoval, including temporary service costs, shall be considered subsidiary to the protect contract price and no additional payment will be allowed. 1 1/29/`0d SC-46 PAIN D - SPECIAL CONDITIONST D. 58 TEST HOLES The matter of subsurfaGe expioralion to ascertain the nature of the soils, including the aillount of rock, if any, through which this pipeline Installation is to be made is the respomdbility of any snd all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perforin this subsurface exploration jointly or independently. and whether they make each determination by the use or test holes or other means, shall be left to the discretion of;such pro"etive 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 t1lat neither Ilse City nor the Engineer guarantees the accuracy fat the information or that the materlal encountered in excavations is the same, either in character, location, or elevation. as shown on the bering logs. It shall be the responsibility of the Kidder to maXa 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 a cavatlon 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 he included in the linear foot bid price of the pipe. D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to begirming construction on any block In the project, the contractor shall, on a block by black 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 constructlon The notice shall be prepared as follows. The notification notice or frier small be posted seven (7) days prior to beginning any construction activity on each block lir the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following Information'- Name of Project. DOE No., Scope of Project (i.e. type of construc#ion activity), aCtual construction duration within the block, the name of the contractor's foreman and his phone number, the game 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 conlractor shall SLOrTllt a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the frier small be delivered to the tllty Inspector for his review prior to being distributed_ The contractor will not be allowed to begin con struclion on any block until the flyer is delivered to al residents of the bock, In the event it becomes necessary to temporarily strut 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 arfected resident. The notice shall be }prepared as follows, The notification or flyer shak! be roosted 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, DOE number, the date of the Jnterruption of service, the. period the Interruptlon w8l take dace, the name of the contr=tor's foreman and his phone number and the urrrr�: -47 — PART D - SPECIAL CONDITIONS mime of the City's Inspector and his phone number. A sample of the temporary wa,t�r service interrupt[on notlfIcation is attached A copy of the temporary interruption notification shall be dellvered to the Inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with interruption of water service untii the flyer has been dellveredl to all affected residents and busInesses. Electronic versions of the sample flyers can be obtained from the Construction office at (817) 871-8805, Ail work involved with the noffcaticn flyers shall be considered subsidiary to.the contract price and no additional corripensation shall be made. D- 60 TRAFFIC BUTTONS The removal and replacement of traffic Muttons is the responsibility of the contractor and shag be considered a,suhsidaary item. In the event that the contractor prefers for the Signals, Signs and arkings DIvislon (SSMD) of the Transpo rta ti on(P ubli c Works Department to instal the Markin s, the contractor shall con tacl SSMD at (6'17) 871-8770 and shaIf reirnburse SS MID for all costs. incurred, bath I'abur and material, No additional compensation shall be Made to the contr.actor for this reimbursement. D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line Is Installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. CleanjDuts are to be Installed out of high traffic areas sUch as driveways, streets, sidewalks, etc. whenever possible. When it is not passible, the cleanout st.ack 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 s complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service leanouts_ D-62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of Nnches of hot mix asphalt over a minimum of 6-inches of compacted flex baso. The e;dsting asphalt shall be save cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steal asphalt roller to provide smooth rideabillty an the street as well as provide a smooth transition between the existing pavement and the temporary repair_ cost or saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsihle for maintaining the temporary pavement until the paving contractor has mobilized_ The paving contractor shall assume maIntenance responsibility upon such mobilization. No additional enmpensation shall be made for maintaining the temporary pavement. 0- 63 CONSTRUCTION STADES The City, through its Surveyor or agent, will provide to the Contractor wnstruction stakes or other custiomary method of markings as mag be found consistent Wth professional practice, establishing Ilne 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 1112" -0 PART D - SPECIAL CONDITIONS practicaEl. Orae set of stakes shall be set for ali utility construction (water, sanitary sewer, drainage etc.), and one set of excavationlor stabi[ization 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 Clty or Its agent determines that a sufficient number of stakes or markings provided by the City, gave 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.ley an individual registered by the Texas Board of Professional Land SEifveycr as a Registered Land Surveyor. No claims for delay due to lack of replacement of constructlofi stakes will be accepted, and time will continue to be charged In accordance with the Contract D=ements. D- 64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction. right-of-eritry agreements, andlor permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where constrciction activity is ne ssary on City owned facilities. such as sewer [Ines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, It shall be the Contraictoa"s responsibility to.obtaln the agreement prior to beginning work on subject properly_ This shall be subsidiary to the contract. The agreements, which the City has obtalned, are avallable to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort 'Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as clesnout repair and sewer service replacement on private property. Contractar shall adhere to all regoiraments of paragraph 6-6_1Q of the General Contract Documents. The Contractor's attention Is directed to the agreement terms along with any speclal conditions that may have been Imposed on these agreements, by the property owners. The easements andfor private property shall be cleaned lap after use and restored to Its original condition or better. In event ad diti o n a I work room is req uirad by the Contractor, it shall to 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 documehtation for railroad andler highway permits required for construct[nn of this project_ The Contractor shall be responsible for thoroughly t6vi6wing, understanding and complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and ail costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flaa men andfor provide payment to the appropriate raiIroadla�gency for al[ flagmen during construction in raiIroad lagency right-of-way. For railroad permit, any and all railroad instarance.costs and any other incidental cost§ gecessary to meet the conditions associated with permit(s) compliance. including payment for flagmen, shall be subsidiary to the bid item price for boring under the railroad. No additional paiymerni will be allowed for this item. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been [geld but before construction is allowed to begin on this project a public meeting will be held at a [ovation to be deteranined by the Englneer. The contractor. inspector. and project manager shall meet with all affected residents and present the lip-M4 C-49 PART D - SPECIAL CONDITIONS - - 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 nneoting is held. D- &B WAGE RATE Compliance wtth and Enforcement of Prevailing l+Vcge Laws Duty to pays Prevailing g! IRatws_ The contractor shall comply With all requirements of Chapter 2258, Texas Govarnm6nl. Code (Chapter 2258), including the payment of not less than the rates deters lined by the City CaanCil of the City of Port Worth to be tha prevailing wage rates in accordance with Chapter 2258_ Such prevailing wage rates are included In these contract dOCUMOnts. Penally for Violatlon A convaclor or any subcorittactor who does not pay the pfevailing wage shall, upon demand nude by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid !ess khan tine prevailing wags rues stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Cocke 2258 023. omplai.nts of Violations and City Determination of Goad Cause_ Ori receipt of Information, including a complaint by a worker. G*ncerning an alleged violation, of 2 58_E}23. Tex ss.GQvern mon( Code, by a contractor or subcontractor. the City shah make a 1 initial determrnatiun. before the 31 st day afker the gate the City rec:eivcs khe inform a(ion, as tb wh-ether good cause exists to believe that the violation oGourred The City shall notify in vwritfn p the contractor or subcontractor and any affected worker of its initial determination, Upon the Gity's deterrriinWlon that there is good cause to l)etieve the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts clalrr+ed by the claim'arlt or claimants as the difference between wages paid and wages flue Wider the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determinatlon of the violation. Arbltration_Re aired if 1linlation Not Resolved, An issue relating to an alleged violation of Spcliori 225$ 023. Texas Government Code, inziuding a penalty owed to the City ar an affected worker, shall be submitted to binding arbilration In accordance with the Texas General Arbitration Act.(AN iOe 224 et seal_, Revised Statutos} if the contractof- or 2�ubcoir*actor a f i d ani+ affected %rarker do Piot resolve the issue by aareemerit before the 15th day after the date (lie City makes its initial d6termir«stion pUrssiarityin paragraph (c) above. It the persons reqUered to afbitrate undef this section do not agree on an arbiirator before the 11th day after the date that arbitration is required, a district court shall appoint an arbikrator on the petition of any of the persons. The City is not a party ip the arbitration. Tile OedSlon a«d award of the arbitrator is final and binding on all pi4rtkes and may be enforced in any coup-1 of compatent jurisdiction, Records to be Maintained. The ccntractor and each suhcon tractor shall, fora period of tl1Fee (3) years (a I I ow i 11 the date O acceptance of the wont, rnaiiitain records that 5110 (n} the name and occopatioTi of each worker employed by Ihe-contractor an the construction of the wofK provided for In this contract; and {ii) the actual. per diem wages pair) to each worker. The.records shad be open at.all reasonable r frso - 4 PART D - SPECIAL CONDIDONS hours for inspection by the City. The prnvi i0n9 of the edit section of these contract documents shall pertain to this inspection. Pay...Es�imates, With each 6Fpayroii pemno' d, whicliiver is less, the contractor sIi6ll submit an affidavit stating that the contractor has compiled with the requiw.na nts 0 Chapter 2258, Texas OVernment Code. Posting of.Wace Rates. The contractor shall post the prevailing wage rates in a c4ns&r€CUS glace a1 the site of the project at all times. Subcontractor Com01ialice . The contractor shall Inchide In its strk COntracts andfor shall otherwise require all of its SUbcontractors to ccn3ply-u+ith paragraphs(a) through (g) aba.ve_ (Wage rates are arttached at the end of this section } '( ttpcc ed) D-67 R115MOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to comply with the requirements of the Ash estos /National Emissions Standards for Hazardous Air Pollutants (NE HAP) found at 40 CFR Part 61. Subpart M. This specification will establish procedures to be used by all Excavators in the rernoval and disposal of asbestos cement pipe (ACP) in coanpi[ance with NE HAP, Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or polio whose requirements are more stringent. 13. ACP is definers under NE HAP as a Category [I, non-friable inateria[ in its intact state but which may become friable tipon removal, demolltion and/or disposal Consequently, if I.-he removal/ disposal process renders the ACP friable, It is regulated under the disposal requirements of 40 CER 61-150. A NE HAkP notification must be fled with the Texas Department of Health. The notification must be filed at [east tern days prior to removal of the material. If it remains in its nova - friable state, as defined by the NESHAP, It can be disposed as a conventional construction waste. Tile 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 a0d proper hapdlirag, transportation, and disposal of the malerial. 'f herefore, it is the policy of the City of Fort Worth #hat 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 AG P shall be removed Ira such careful and prudent manner that it remains Intact and does not become friable. The Excavatcr is responsible to employ those means, methods, teohniques and sequefices to ensure this result fs�rr -51 PART D - SPECIAL CONDITIONS E. Compliance with all aspects of worker safety and health regulations including but not limiters 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 responsibillty of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shall to subsidiary to the cost of installing the neer pipe unless otherwise stated or indicated on the propot plans or contract documents. D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT; As deiincd by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Ellmination System (TPDE;S) General Construction FermIt is required for all construction activities that result in the disturbance of one to five acres (Small Construct on Activity) or five or more acres of total land (Large Oonstructlon Activity), The contractor is deFlned as an "operator" by state regulations'and is required to Wain a permit. Information concerning the permit can be obtained through the Internet at http:} www.tnrcc_stale.tx,uslpermittinglwater perrmlwwperm1construet.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 oblaIned through the Internet at www.df stormwater.carmlrunofF.htm1. Ndt all of the structural coritmis discussed in the BMP !Manual will necessarlly apply to this proj"t, Best Management Practices are construction management techniques that. if properly utilized, can minimize the need for physical controls and possible reduce casts. The methods of control shall result in minimurn sediment retention of not less than 70%. NOTICE OF INTE NT_LN- ; If the project wit! 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 (Nol) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a corn mltment that the contractor understands the requirements of the perrnII for storm water discharges from construction activltles and that measures will be taken to implement arld mainiain storm water pollution prevention ail the site, The NO shall be submitted to the TCEQ at least 48 hours prior to the conlractor moving on site and shall Include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quallty Storm Vater & General Permits Team, MG-22B P.O. Box 13087 Austin, TX 78711-8087 A copy of the, NON shall be sent to'. City of Fort Worth Department of Environmental Management 5000 MUK Freeway Fort Worth, TX 76119 L40-nC E OF TERM INATI0N (N OTI; For all sites that qualify as Lame Canstruct[an Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination {NOT} form prepared 1112 S -5 PART D - SIPMAL CONDITIONS by the engineer. II serves as a notice that the site is no longer subject to the requirement of the permit_ The NOT should he mailed to; 'texas Commission on Environmental Quality Storm Water & GeneraI Permits Team; IAC-228 P_0. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN,-„ S%L� SPP): A. document consisting of an eroslon control and toxic waste management plEin and a narrative defining site Parameters and techniques to be employed to reduce [he release of sediment and pollution from the const�uo#ion site, Five of the project SVWPPP's are available for viewing at the plans desk of the Department of Engineering_ The selected Oontfaclor shall be Provided with ihi'ee copies of the SYVPPP after sward of contract, along with unbounded copes of all forms to be SUbmi(ted to the Texas Commission on Environmental Quality, LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OIC GREATER THAN 55 ACRES, A Notice of Intent (N01) form shall be completed and submitted to the TCE0 Including payment of the T CEQ required fee. A SWPPP that meets all TQF_Q 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 SVVPPP is 110t warranted to Mees all the conditions of the permit since the actual construction activities may vary from these anticipated during [he 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 iTIost current SWPPP at tyre construction site. Any alterations to the SWPPP proposed by the contractor must be prepared EiEid 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 assures central over all areas of the site thtiat have not been 1`1nail y stabiIized_ SMALL CONSTRUCTION ACTIVITY - €DISTURBED AREA EQUAL TO OR GREATEN THAN ONE ACRE BUT LESS THAN FIAT= ACRES: 5ubmi�sicn of a NOI farm Is not required. Ho ever, a TC EQ Site Notice farm must be completed and posted at the site. A copy of the completed Site Notice musk be sent to the City of Dort Worth Department. of Environmental Management at the address listed above. A SVVPPP, prepared as described above, §hall be implemented at least 48 fours before the Commencement of constructlon activities, The SWPPP must include descriptions of control rneasLires necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contact documents. The control measures shall be installed and mainta€tied throughoLit the construction to assure effective and continuous Water pollution control. The controls may include, but not be limited to, silt f6nces, 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 stFUChiral or non-structural storm water pollution controls_ The method of control shall result in a minimum sediment retentlon of 70% as defined by the NCTOOQ "BMP Manual," Deviations from the proposed control measures muss be subrn lied to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the pruposal as fuli compensation for all items contained in the protect SWPPP. f-W29104 -53 PART T D i SPECIAL CONDITIONS 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 e0sting City water line system with the City's representative. The Contractor may obtain a hydrant water meter from thtie l ater Department for use during Ihte Ilfe of named project, In the event the Contractor requires that a water valve on an existing Iive system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative, The Contractor shall not operate water line valves of existing water system. Failure to comply will render the Contractor In violation of Texas Pedal Code Title.7. Chapter 28.03 (Criminal Mischien and the Contractor w111 be prose ruled to the full extent of the law. In addition, the Contractor wi11 aszume all 1iabiitties and res puns]biIitles as a result of these actions. D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qual[fled contractor who is the apparent low bidder(s) for a project to subrnit such additional Information as the City, in sole d[scrG fion may require including but not limited to manpower and equipment recons, informatlon about Otey personnel to be assigned to the project, and construction schedule, to assist the City in evatuating and assessing the ability of the apparent low bidder($) to deliver a quality product and successfully complete projects for the amount bid within the stiptaleted tlrne frame_ Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the My Council_ I:allure to submit the additional information if requested may be grounds for rejecting the apparent low bidder as non-responsive_ Affected contractors will be not[fad in vvffrig of a recommendation to the City Council, b-T'E 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 un sat!sta ctory performance andJor of failure to maintain tete contract schedule, the fallo Ing process shall be applicable; The work progress on all cor}struction 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 amourtit of worst performed by the contractor is less than the percentage of time allowed by-20% ar more (example; 10°!a 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; . A letter will be mailed to the contractor by certlf2d ma6, return receipt requested dernartding that, withln IO days from the date I.hat the letter is received, it provide sufficient equipment, materials and labor to ensure cornptetion of the work Within the contract time. In the event the contractor receives such a letter, the contractor shalI provide to the City an updated schedule showing how the project will be cornp[etecl vVithin the contract time 2, The Project Manager and the Directors of the Department of Engineering, Water Department. and Department of Transportation and Public Works will be made aware of tho situation. If necessary, the City Manager's Office and the appropriate city council members may also be Informed. r�r sir r SC-54 PART D - SPECIAL CONDITIONS 3. Any notice that may, in the City's sole discretion. be required to be provided to Interested individuals will distributed by the Engineering Department's Public Information Officer. 4_ Upon recelpt of the cootraa;tor's response-, the appropriate City departments and directors will be notified. The Engineenng Department's Public lnformation Office, will, if necessary, then far aT-d updated notices to [lie interested individuals. 5. If the contractor fails to provide an acceptable schedule or fails to perforin satisfactorily a second time prior to the completiorn of the contract, the bonding company will' be notified appropriately, D-7AIR POLLUTION WATCH DAYS The Contractor shail be required to observe the fallowing guidelines relating to working on City constructlen sites on days designated as "AIR POLLUTION WATCH DAYS'. Typically, they O ONE SEASON, within the Metroplex area. runs frons Ma 1, through 0 CTOBER 31, with 6:00 a.m. - 14-00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. . The Texas Commission on Environmental Quality (TCEQ), In coordination with the National Weather Service, will issue the Air Po11ution VVatch by 3:00 p.m. o the a f1 emoo n prJor to th0 WATCH day_ On designa le-1 Air Pollution VVatch Daya, the Contractor snail bear the responsibility of being aware that such days have been designated Air P0110 0" VVatch Days and as sucl, silaII trot begin wod< until 10,00 a_m. whe never constructinn phasing requires the use of motorized equipl-nent for periosts in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is Jess than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment bums Ultra Low Sulfur Dieser (ULSID), diesel' errtiulsions. or alternative fuels such as DCVO_ If the Contractor is unable to perform c6r7tirtiuous 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 Davy, that day will be considered as a weather stay and added onto the allowable weather days of a given month, D-73 FEE FOR STREET USE PERMITS ANDRE-INSPECTIONS A fee for street rise permits is in effect, In addition, a separate fee icor re-inspections for parkway construGdGn, such as driveways, sidewalks, eke., will be required. The fears are as follows.- 1. ollows;1. The street permit fee is $50.04 per permit with payment due at the time of pera lit application, 2. A re-inspection fee of $25.00 will be assessed when work for which an inspection callus for is incomplete. Payrnent is dire prior to floe City performing re-inspection. Payment by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. T IP-W04 -55 PART D - SPECIAL CONDITIONS City of Fort Worlh _ Highway (Heavy) Conisicuction Nevailing.Wagipa-#tates-For 2006 C€assificaLlo1rs ably Ris classditaiians ttrly Rt4 Air Toni Operstor $10-ch3 Scraper bpet-glar $11-42 A-9phal1 Raket $11-01 3ervl`cer $12-32 Aspljsll Shoveler $8.80 Strap Form Mquhlne Operalor $1213 Asphalt Gis€ributar Opera lar $13-99 Opmader Box Operator $10-92 Asphalt Paw€rog Machine Operator $12,79 Tractor operator, Cmwler Type $12.60 Hatching Pilaril Weigher $14.16 Tractorcporator, Pnour aliu $12-91 Broom or Sweeper Operator W88 Tr2veliing.!Vllxer Operator 512,03 Hulldaxet opwatnr $13 V. Truck Driver-Sing1Q Axle(Light) $10.91 €larperiter(Rough) $12,80 Truck Driver-Sln+gla Ax:e(Heavy) S1 t.iV Concrela Finisher- Psving $12-85 Truc1S Dtiver-Tandem Axle Semi-Trelim- $11,7n Conckila FWshae-structures $13.77 Truck Inver-LU"oyTlasl St4.93 Ccnctele Piiving Curbing Macy Oper, 512,00 Truck DTYBr- 'rrarisit Mix $12.013 Cunciele Paving Flrkl:rh RU Mach. Oper. 513-,63 Wagon ❑Til€, Soong Machloa, Post Hole brill'or $14-OG Oancrete I}avlrig �olnl Scalar Qgar $12,54 W lder 13-&7 Cancrele Pavirig Saw Diner- $13,56 Walk Zone Bamoacle S&VICOr $11..00 Ooncrele Paving Spreader aper, 514,54 Concrete Rubber Sip-01 Cmne.C:lamsh0l, Backhoe, ❑emrick, Dragline, "Shove! $1412 Edeclr€cian $16,12 Flagger SS.43 Farm Builder-Structures $-11,03 Fprm seller-PaVlrq&Ours $111.1133 Foundation I]rid Operator, Crawler Mounted 513.67 Foundation Crlli Cperalor, Track Mounted $151 31} Front Emd treader $12.62 Laborer-Common $9.16 Laborer-Ullllly $10.65 Moclhanic 318.57 Mllf ng Machlns OpEm3toi, Pme G rade $11-63 Mixer Operator $11-38 Malor Oradea Operator(Fine Grade) $15-20 Tatar Grader Operator, Bough Qilor 114,54 Painter,stwolures $11-17 Pavement Morkmg MachlGe Oper $10,014 Pipe Layer $11,04 Rolliur, Steel:Wheel Nant-Mix Pavemeiis $11.28 Roller, Sleek Wheel Clher Flaatwl'weet or T�Imping $10,92 Rulisr, Pneumabc, Self-Propelled Scraper 511,07 RaInForc-ing Steel Setter(Pavlrig) b14.M 11191nforctng Steel Satter(Structure) $16.29 1 t 4 -5B FORT WORTH Daffe: DOE NO. I€.] XX Project Mine: NOTICE OF 'TEMPORARY WATER SERVICE INTERRUPTION DUIR TO UTILfiry IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL DE INTERRUPTED ON SETWEF.N THE I4OURS OF AND IF YOU HAVE QUES TION S ABORT THIS SHUTEO UT, PLEASE CALF: MR. 7' CONTRACTOY S SUPERINTENDENT) (TELEPHONE NUMBER) OR AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR PART D - SPECIAL CONDITIONS F TEXAS DEPARTMENT Or HEALTH DEMOLITION ) RENOVATION NOTIFICATION FORM NOxE:CMCLz rrEMS THAT ARE AM 5N DEC) F r] IA N0TIF10ATIC7N4 _ _ Ff 1) AbmamenlCDMr�GtGf; TD14I-Jimm se Number. I kl remz : C:ICy: stale; TJp= OfiFisa Pfitlno r`ljxpt#er;f 1 _ ,lob SlIre Prlone Numbar- Sdx 0jpor&or. � H tscansj Numbor U Silo Guporu:nor __ TDH LIcemm Number. Trair3r4 rkn-Si*94E$HAR IndlyWtrtaf: Certification 041w a � Ors+tv�tlNon�ontr�ctnr; Olfpoa Pharta�It�mb�r{ .} n Addrum-. Ci4p: Stnirr; Ip: I �r 2) Protest CorwulIPA I or Opereiar TOH Ut4ima Nuifibnr MailIfnjq AddFtSSrF Cltyz St _zip: Office PhoneNumb+ar. T 14 3) V%glly Orme: R Attentlam: P MaMing A4dr0s-x; A City: slate- - __-_Zip: Owr1¢I Phono Ntj"(Jr{� ^Nota;Tho Invoica forIlsu nallficuttnfl fasrwill bra aarit to#Iia owrroraKIha build In0 and the 11MInq 0CWm*w#ortho Imsica wall ho ahttilnett from 1I a Irrrasm.1Itais iho#Is,provldn! in this sactwi- N d} Cescrlpllan ar'racally Name- _ E Phy-.+clAdcham, � Ootmlyr Oity ---Zip,; — S Fncllily Phone N urnl)or( x Faculty Ccntso Pemn-. H aoscrfntlon of AmaMnorn hlumbar, A Prior dw lruturc UW. P Agip o!F uI1d1n&wl1IiT, Sim: _N ornbar of Floors_ School(K-UD YES rI NO R SJ Typo of Work: 0 Run7a11400 a Renovation{Abs#amore#) Lj AnnGial Con&n]fttatod WO*will he durgig. til Day ❑ EuilninU n NIghl PhBsfid Pt(jjgc;t 0 Ooncraptfatl 4A Wopk !tC%bdula': — - li 5) t 1h Is a Fabllc Sulidlno? ;` YES ❑ NO FRdersl r-o4iIIty?D Y28 -NO Indv5h-i Site?Fj YES I i NU U NEE KAP-Orrly Fuetllty? ❑ YES ❑ Mn I9 t3ulmig*i3ollity oorwPIAV (i YES U NO L 7) NofificaElan Type CRUCK ONLY ONE V ❑ Or#pinoI IWWorkIng Uayr) 0 Cancellation L' mondmant 11 EmasgomyfOrdarod I n If ihaa is on;lm-a idrusol,which smantlrl9051 rlumb$t la tha0,_,(Encloaa copy of orlglrtat andlarInstarnondmant) if nit of miogfi:y,"o did you talk 1+rllla tti T13H? Emeriaeri i; Gate and Noor of Emotgancy(HHfMtefUt}lYY); G: Oascrlptlon of Lher sudden,unexpeoled mni and eyplwatcon of Ii ow IND anent caLlSad candltirms or Wcu%d oaum A. equipment d9 mNe(Computers.maGf1 ary.ato n 7 U 8) Daccriplion oI pronkirres 10 be ibllcwed In the everAt IMI urlexACG'J o ed9b46[Us is ivtrrtd or ru&Anusty non-tri Ie Y 40455 N*MIAMAI becmoa ofur'nblrsd.pulavilyasL aur redumd to powder. E S - D} Wais ion Aebrr9 tps survoy ter mora O0 U YES ❑ NO [3ate: 1 ! TDH tnbpar-Wr LlQvmt N o: �+ A mM[cal f aftd;D PW o Ted❑Aastlmad TO I.atwaloryr Ucem"talo: (Far TAHPA(Pubfttr bLIIIL ip)praja dc s assumptaort must ba made by a TDH I.lemisnal Inspoci Sr) 10) Desclipt on of pligroM aumdit:an er eanim t3nn svnrR,type of m G6r-ol.and rrto t d(r►)to be ii 1 I� Duscelpflon of wnvk grapilceD ontt enfllnaenf)o cul7lrv4a I ha uscil to txtyeojt(pmissa6ns of mbeslQ5 al the darrrolttlmlfanovRifon PART D - SPECIAL CONDITIONS - 12} ALL appllea5fn Rials In the tallnvrinp table rmirsl be completed_ IF NO ASSESSOS PRESENT CHECK HERE- APpraxir7rflto amount of C11ack unit of MOM Aiiberrlor--Cantalnfng BuMEN69 Materigi 14�6esta6 Typo Plp$s E;Url mo!Aria LA Ln SO SQ Cu Cu Fi fi 1=1 M Fr m IMCM to be removed _1 I MCM NQ ed _ interior u10 N uon-I'flgWe MVL13vnd E o II no -frTiLh1 v I_ Ext+3r of Ca n ■I�m� � rloleSga I Corn-iflable NOT rerun-k �L ifllerlar Catmory II nbn-unable remoYKd CxWefor CatupuEy II rrorr•friabla removed _ c:atnoory 11 mril-friable wOT ramovad RACM 0I`r-1:arJI 4y Componanl 135 Mime Transporter#Jame; TDH Licgnse Numbu., Adds g; Cf ; sftdo; 2ipr! Contucl Person; Pllena Number 14) Vvjast4 L)Bpnwal.$-itm f+nmaz. Address,, _ G`aly: slot$ Ip: Tei�pAOiro: .�TN RCC Per mit Ntmba r. 15) For slrtiatUSIly 3IrY9aIM faolMlim,atiaah a copy n;damaW ark order and idenlify G nwerrsmenial Offictal Irelnw, Name; R@*trollsnn Nu: Title; Dwe of order(MMfDJ7r' ) J 1 Care anter Ia bagh{fulMIDONY) f i 15) Scheduled ams of A$1 a 110:Abatombn#(MVI)CgVY) Start: 1 f Commifle, 1 � 17) Sr-hadulad Dews DermsaWloWRt navgL 4n(141MlDDNY) SI3ft, ! f Complain_ ! i "NuW-If tha liar l dwr,an utts n a1iflrallon cin not be mal.tiro TDH Roglunal w I,nr<al Prngrum office Mot be mminafod by Rhwiv pflar to lba!}tart dale. ruilum to da cn Is a wfplMtvn in aocardar=to TAMP&60dPan 20.81. R ijum4y rtffy chat all Informt0m I#rive provided Is mvmot,compwaiin.and Iruo tD tho be%i or my knowledge. I zrchnpwledgc Mal J am responaVole for all rispftN of tip®ncMieaitau form,including, but nvi 11mKing.i;antani and subrnlssfon Galas. Tha ma)a mum pwnalty is V0,00U per day paf*tntlon. (Slgnaluia of Building Owned Opemor (POInted Nnmar) date} (Telephrxtio) cr Dj5legate4 CDmu ttanU onUvclor} (Foos htwnbur) UAIL TO; ASBESTOS NOTIFICATION SECTION TO7{IC SUGSTANCES C6NT-FOt, DIVIMN TEXAS DEPARTMENT OF i1r�aLT11 ' fOs aro!rot ncccpfed` FO sox 143ama 7,7mg gra rr of aceopeod` AUSTIN.7X 1611 4-30EI Pit 512-4034-MO, ILBOU-573-5648 Fwm APSN Baled OTOPW62- Wplgces TDH feral dgtur!OTlr 7_Foeassialanw h?c+drnplefing fmm cA Y-t -572LZVe f i�29IQ4 -�� PART D A 1 F PART D - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ...................OMIT DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE.........................................OMIT DA-3 PIPE ENLARGEMENT SYSTEM ........ ........... ......................... ............,0mIl' EA-4 FOLD AND FORM PIPE .-_._.................................................................................oMIT � r DA-�6 SLIPLINING-- ............................. ...........-,............... ---.... , . ...... ........-OMIT DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT.........................................................4 DA-7 TYPE OF CASING PIPE ........................................ ................................7 DA-8 SERVICE LINE POINT REPAID I CLEANOUT REPA4IR,,,.-„ ,..,.,.,:..........................OMIT 6A-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION...... ..............8 5A-10 MANHOLE REHABILITATION ...........................................__...............................OMIT UA-l1 SURFACE PREPARATION FOR MANHOLE REHABILITATION.....__.........___oMIT 5A-1 INTERIOR MANHOLE COATING - iMfIICROSILICATE MORTAR SYSTEIU! -....,......Ql+.+1IT ISA-13 iNTERIOR MANHOLE COATING - QUADEX SYSTEM .........................................OMIT QA-14 INTERIOR MANHOLE COATING - SPLAY WALL SYSTEM ......................................'I0 DA-16 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ... .......... .......13 A-ib INTERIOR MANHOLE COATING: PERIVAGAST SYSTEM WITH EPDXY LINEROMIT DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM................................ 0MIT pA-18 RIGID FIBERGLASS MANHOLE LIFERS.................I............................................OMIT DA-'I9 PVC LIMED CONCRETE WALL RECONSTRUCTION...........................................OMIT DA-20 PRESSURE GROUTING .... .......... .. ..... . . . ... . ........... ..... . ..... ,. „ , ............OMIT 6A,21 VACUUM TESTING OF REHABILITATED MANHOLES........................................OMIT DA-22 FIBERGLASS MANHOLES ............... ...................................................................OMIT DA-2 LOCATION AND exPOSURE OF MAN HOLES AND WATER VALVg , ....... .., . .16 DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER .............4........17 DA-26 REPLACEMENT OF 6” CONCRETE DRIVEWAYS ,_ ................... ...................OMIT 6A-26 REPLACEWEENT OF H.IMh-A►.D, PAVEMENT AND BASE.....................•----.....--•---...-.-..17 DAµ27 GRADED CRUSHED STONES.................... .......... .. ........,..........,..OMIT DA-28 WEOGE MILLING 2" TO 0" DEPTH 6.0' WIDE......................................................0MIT DA-29 BUTT JOINTS - MHLLED ..,„,,,................................................................................lolmIT DA-3 2" H.M.A,C..SU.RFACE_C0URSEfT PE "D" MIX .....................................................18 DA-31 REPLACE1MhENT OF 7"" CONCRETE VALLEY GUTTER...............:.:...........................18 D 1-32 NEW 7" CONCRETE VALLEY GLITTER.......................................... ................... .OMIT DA-3-3 IgEVV 4'- STANDARD WHEELCHAIR RAMP ...............................................................19 DA-34-34 8" PAVEMENT PULVERIZATION .........................................................................OMIT DA-35 REINFORCED CONCRETE PAVEMENT OR EIASE (UTILITY CUT) .....................OMIT DA-36 RAI EO PAVEMENT MARKERS ..... ................... .....................................................20 DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING .................20 DA-38 LOADING, TRAN PORTATIO&AND_DISPOSAL OF CONTAMINATED SOIL.........24 DA-39 ROCK RIPR AP . GROUT - FILTER FABRIC .........................................................OMI`1` DA-40 CONCRETE RIPRAP....................................................................... ........... ...,.,.OMIT DA-41 CONCRETE CYLINDER PIPE AND FITTINGS .............:.........................................OMIT DA-42 CONCRETE PIPF. FITTII4. BA R SPECIALS.......................................................OMIT DA-43 UNCLASSIFIED STREET EXCAVATION ...............................................................OMIT DA-44 6" PERFORATED PIPE SUBDRAIN .. , . .... ... , ., ... ... .. . ..... ........ . .............0MIT DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS.,............:......................................25 DA-46 RECOMMENDED SEQUENCE OF CONSTRUcTiON ................................................26 6A-47 PAVEMENT REPAIR IN PARKING AREA..,...........................................................OMT DA-48 EASEMENTS AND PERMITS...,„.....................,.................. ...,.,....... ......................._26 PANT DA - ADDITIONAL SPECIAL CONDITIONS DA-49 HIGHWAY REQUIREMENTS ............................................................................_—OMIT DA-50 CONCR E ENCASEMENT .......................................................................................28 DA-51 CONNECTION TO EXISTING STRUCTURES.............................................................26 DA-52 TURBO M ETER WITH VAULT AND BYPASS INSTALLATION. ____........_,__ 7 DA-53 OPEN FIRE LINE INSTALLATIONS............................................................................ 7 DA-54 WATER SAMPLE STATION........................................................................................27 DA-55 CURB ON CONCRETE PAVEMENT........__......—........ ........... ............. DA-66 SHOP DRAWIFICS ,.. . . ........ .... . ... . .. ... . . .. .. . .. .... ... ....... .. ..... ....... ___...28 DA-57 COST 6REA}{G OWN ...................................................................................................29 6A-58 STANDARD STREET SPECIFICATIONS H.IMII.A.C. OVERLAY..............................oml-f DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP................•----•-..............._..,..-.,_.-_..-....--...OMIT DA-60 ASPHALT DRIVEWAY REPAIR ..................................................................................29 6Ayfi1 TOP SOIL ....................................................................................................................30 DA-62 WATER MI=TER AND METER BOJ[ RELOCATION AND ADJUSTMENT............. -MIT DA-63 BID QUANTITIES ....- ......................................................................,.,.,......................30 6A-64 WORK IN HIGHWAY RIGHT OF WAY...................................................................OMIT DA-65 CRUSHED LIMESTONE (FLEX-BASE) ................................................................... ..30 DA-66 OPTION TO RENEW.............. . .... , .. , , ..... . . , . , ,,. . , . . .... . .. .............. , , ._01MIT DA-67 N0N-EXCLUSIVE CONTRACT..............................................................................OMIT 6A:6 CONCRETE VALLEY GUTTER...................................................................................3Q DA-69 TRAFFIC 8UTTON ..............— ,... ............., , , . , , . , , ......., , ................ , ..... , ,..31 DA-70 PAVEMENT STRIPING-........__................__........................ .............. ................31 D,A-7'1 H.lMA.A.C. TESTING PROCEDURES ..........,................................................................. 1 DA-72 SPECIFICATION REFERENCES...........__...... ...... ...—........ ......—....___32 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICONTROL VALVE AND 13O ..........................................., ..........................,..,.,.................. ...OMIT ISA-74 RESILIENT-SEATED GATE VALVES ...,.,................................................................,., 2 DA-75 EMERGENCY SITUATION, JOB MOVE.[N............................................................OMIT DA-76 1 '/7" & " COPPED SERVICES....................................................................... _... 32 5A-77 SCOPE OF WORK (UTIL. CUT}............................................ ... .... ..... .. ...... .. ....OMIT DA-78 CONTRACTOR'S RESPQNSI BILTY (UTI L. UT).—.............................—........,..._0MIT DA-79 CONTRACT TIME (UTIL., CUTS..............................................................................OMIT DA-00 REQUIRED CREW PERSONNEL & EgUIPMENT (UTIL CUD ........................—.01 MIT 6A-81 TIME ALLOWED FOR UTILITY CMTS(UTIL. CUT)...............................................OMIT OA-87 LIQUIDATED DAMAGES LUTIL. CUT) ....,..............................................................O.It,+tIT DA-83 PAVING REPAIR EDGES JUTIL. CUT .............................................. ...................ONMIT I64r84 TRENCH BACKFILL 1UTIL CUT) .................... , ................,.OMIT DA-85 CLEAN-UP (UTIL. CI.IT}................. . ..... ... ..............4.,. .... .,.. ... .,,. . ... .. ...—.. -.OMIT DA- s PROPERTY ACCESS (UTIL. CUT) .......................................... .................C)MIT OA-87 SUBMISSIONOF BIDSfUTIL.-CUTI.......................... .,........,..............,CSW .5A- -88 STANDARD BASE REPAIR FOR UNIT I {UTIL, CUT) ..................................__.—OMIT DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (UTIL. CUT .........................OMIT 5A-90 i".TO.9"..H.M.A.C. PAVEMENT (UTI L. CUT}................____...........—......—..........OMIT 5A-91 ADJUST WATER VALVE 130XES, MANH0LES, AND VAULTS (UT1L. CUT1........OMIT DA-92 MAINTENANCE BOND (UTIL. CUT1 .... .... .... . .... ... . .......................................,Olk IT 5A-93 BRICK PAVEMENT (UTIL. CUTS.-....................................... ..................OMIT DA-94 LIME STABILIZED SUBGRADF (UTIL, CUT ........................................................(DMIT DA-95 CEMENT STABILIZED SUBGRADE (UTIL, Cllr................................. .OMIT rc� u ASC- PART DA - ADDITIONAL SPECIAL CONDITIONS DA-96. REPAIR OF STORM .DRAW STRUCTURES (UTIL. DUT} .....:..:.............:.............OAAIT DA-97 "QUICK-SET" CONCRETE (UTIL. CUT}....................................---....................OMIT DA-98 UTILITY ADJU TMENT UTIL. CUT).....................................................................OMIT DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT).OMIT DA�^_ 9 10 LIMITS OF CONCRETE. PAVEMENT,REPAIR.(um. CUT)..................................DI~l1iT DA-101 CONCRETE C URB AND GUTTER f UTIL. CUT ....................................................01NIT DA-102 PAYMENT (U)(IL, CUT)...............,.,........,.,.....,.....................................,................,OMIT DA-103 DEHOLES (MFSC, EXT.).......... ......... .......—......... ........-...q-...0 M I T 6A-1 D4 cQNSTRU T)1)N LIMITATION (MISC. EXT. DA-105 PRESSURE CLEANING AND TESTING MISC. EXT.)..........................................OMIT DA-106 BID QUANTITIES (MISC. EXT.).-. -.. . ........ . .. . .... „ . ..---q....... , ,... . , ... . .OMIT DA-107 LIFE OF CONTRACT (MISC, EkT.).......................................................................QMff DA-108 FLOWA4BLE FILL (MISC. E?( ..................................................................................34 DA-'109 BRICK PAVEMENT REPAIR (MISC,.REPL. ..............................................................3 DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.w ...........................OMIT 6A-1 1 _WORK ORDER COMPLETION TIME(MiS .-REPL..)........................................... 0MIT 6A-1 12 MOVE IN CHARGES (MISC. REPL.1—............................r.........,.......,.....,....,,.,..,.,,OMIT DA-113 PROJECT.SIO.N.SAMI. C, REPL.)..............,............,..................,...........................OMIT 67A-1 14 LIQUIDATED DAMAGES {MISC. R1=PL.} ..............................................................,Q14+IfT DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL. ,.........................................wOMIT 6 -- 1G FIELD OFFICE........—........................................................... ........Q1ti IT DA-117 TRAFFIC CONTROL PLAN ........................................................................................35 DA-118 COORDINATION OF WORK WITH CONLRACTOR FOR OTHER UNITS --------.OMIT 6A,11 DUCTILE IRON PIPE....................................................._..............................................35 6A.1 SUBSURFACE EXPLORATION. ............................ ...................................................41 UA-121 REINFORCED CONCRETE STROM DRAIN PIPE .....................................................4 DA-122 5-SIDED MANHOLE AND CONNECTION TO EXISTING STORM DRAIN LINE .....-A-2 ASC-3 - - PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 OMIT DA-2 OMIT DA-3 OMIT DA-4 OMIT DA-5 OMIT DA-6 PIPE INSTALLED BY OTHER THAN OPEN OUT A. GENERAL: 1, Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified andlor necessary to complete the work. . All excavation shall provide an open area conforming to the outside diameter of the casing -and/or carrier conduit- The excavation shall be to art aiignment and grade which will allow the carrier conduit to he installed to proper line and grade as shown on the Pians and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. B_ MATERIALS: 1- Gasipg Plpe: Casino pipe shall be steel conforming to ANSI 11336.110 anal the following: a. field Strength- 35,000 psi minimum. b Wall thickness: 0.312 in. minimum (0.5 for railroad crossings), C. Diameter. As shown on the drawings (minimum size requirements) d, Joints: Continuous circumFeren ttaI weld in accordance with AWS 1)1-1. 2. Craerier Pipe in Casing. Carrier pipe shaft be as r;h6 rt on dra fngs 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 flowing thick slurry, , EXECUTION I I/ord ASC-i PART DA - ADDITIONAL SPECIAL CONDITIONS Where sewer pipe is required to be nnstalled under railroad embankments or under highways, streets or other facilitles iii ether than open crit, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, Qr other facility, and so as not to weaktEn or damago any embankn3ent or structure_ During construction operations, barricades and lights to safeguard traffic and pedestrians shall be famished and maintained, until such time as khe backflll has been completed and then stall be removed from the site. _ Pits and Trenches: a, If the grade of the pipe at the end is below the ground surfaci2, sultable pits or trenches shall be excavated for the purpose of conducting the jack<Ing or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cat in the sides of the embankment or beyond it, Stich work shall be sheeted seuurety and braced in a manner to prevent earlh from caving in- b. The location of the pii shall meet the approval of the EngInser, C_ Th8 pits of Veriches excavated to Facilitate these operations shall be backfilled immediately after the casing and carrier pipe installa,taon has been completed, 3. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed b boring hole with the earth auger and simuitaneousky jacking pipe into place_ a. The boring shall proceed from a pit provided for the boring equipment and orknzen. The holes are to be Mored meQharfioaliy, The boring shall be done using a pilot note. Ey this method an approximate 2-inch hale shall be bored the enlire length of the crossing and shall be checked for line arid grade on the opposite end of the bore from the work pit. This pilo!. mole shall serve as the centerline of the lamer diameter hole to be bored_ Other methods of maintaining llne and grade on the casing may be approved if acceptable to the Engineer_ Excavated material shalt be placers near the top of the working p[t and disposed of as required. The use of water or other fluids in connection with the boring operation will be permuted only to the extent required to lubricate cuttings, Jetting or sluicing will not be permitted_ b. in unconsolidated soil formations, a gel-forrnincg colloldat drilling fluid consisting of at least 10 percent of hkgh grade carefully processed bentonite may be used to consolidate ruttings of the b1t, seal the walls of 1he 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 grouters. �a ��, ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS 4 installation of Carrier Pipe iri teasing; 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 n wood preservative— Skids should extend for the full length of Iho pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. C_ The Contractor shall prevent over-bollinq the pipe while installing it through the casing. A method of restricting fhe movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked. or tunneled installations, the annular sparse between the carrier pipe and casing shall be filled with grout. flare must be taken that not too much water is forced into the casing sty as not to float the pipe_ The backfill materlal will not be required unless specified on (lie plans and specified by the Engineer a- Closure of the casing atter the {pipe has boen instaited shall be plugged at the ends of the casing as shown on the drawings or as required by the Erngineer 5. Boring and .lacking Ductile Iron Pipe without Casing Pipe; a. As Indicated on drawings and as required and directed by the Enq[ seer sewer shall be constructed of bare and jacked ductile iron pipe b. When a casing pipe is not designated on the drawings, the contractor shall provide a casifig pipe if necessary to achieve line and grade_ teasing pipe shall be provided at no additional cast and shall be subsidiary to the cost bid for installation By Other than Open Cut. C, Bore and jack in accordance with paragraph B_3. above_ d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bare hole if permitted by the Engineer and in soft soil layer_ All voids outside of installed pipe shall be pressure grokited. 6. Tunneling- Where the characteristics of the loll, the size of than proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jack[ng or boring, or when shown on the plans, a tunneling method may be used, with the approvaI of the Engineer 0 fail roadihighway officials. a. When tunneling is permitted, the lining of the tunpel shall be of sufficient strength of support the overburden. The o*actor shall submilt the proposed Ilnarr method to the Engineer for approval The tunnel liner dmign shall bear the sea] of a licensed professional engineer In the State !1102104 ASC-6 - PAIN D - ADDITIONAL SPECIAL CONDITIONS of Texas, Approval by the Engineer shall not relieve the Contractor of the responslbifity for the adequacy of the liner method. b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or rr-rud-jacked. C. Access holes for placing concrete shall be space at maximum Intervals of 10 feet. D. MEASUREMENT AND PAYMENT. Insta[lation of pipe by other than open cot W01 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 paint 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, hauJing and installing of carne, and for all [abort tools, equipment and Incidentals necessary to complete the work, including excavation, backfilling and disposal of sujrpius material shall be Included in the Contract Unit Price as shown in the Sid Proposal. Payment shall not Include pavement roptacernent, which hf required, shall be paid separateiy- D.A-7 TYPE OF CASING PIPE 1, WATER The casing pipe for open cut and Mored or turinOed section shall be AWWA -200 f=abricated Electrically Welded Ste cI Water Pipe, and s h a I I ccriform to the }provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Departinarit Projects, The steel casing pipe shall he supplied as follows. A, For the inside and outside of casing pipe, coal-taf protective coating In accordance with the requirements of Sec. 2,2 and related sections in AVVWA C-203, B. `ouch-up after field welds shall provide coating equal to those specified above- G. Minimum thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems, Inc., or arc approved equal shall be used on all non- concrete pipes when installed In casing Installation~ sha[J be as recommended by the manufacturer, 2. SEWER- Bering used on this project shall be in accordance with the material standard E1-15 and ConstrLIction standard E2-15 as per Fig, 110 Of the General Contract Documents. PAYMENT-- I rrrjzer�a ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS Payment for all materials, labor, equipment, excavation. concrete grout, backflli, and incidental work shall be incIuded in the unit Price bid per fool. DA-8 OMIT DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL- 1. ENE AL-1, Scope= This section governs 0 work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on [lie construction drawings. The structures are to be coated, including Interior wail, 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 M aTi uf a ct u rers recommendations and specifications. , Description; The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the compietion of protective coating of structures in accordance with manufacturer's recamrnentlations_ 3_ Manufacturer's Recommendations: Materials acrd procedures utilized for the liming process shall be in strict accordance with manufacturers recornmendatlons, 4_ Corrosion Protectlon: Corrosion protection may be required on all stfttclures where high turbulence or nigh H2S content is expected_ B. MATERIALS: 1. Scope, This section governs the materials required for cornpfebon of protective coating of designated structures_ 2_ Protective Coating: The protective coaling shall be a proprietary two component. 100 percent saiids, rigid polyuretharle system designated as Spray Wall as rnanufaclured by Spray roq, Inc. or a two-part epoxy resin system Using 100% solids based epoxy binder with flbraLls and flake fillers. Is manufactured by Raven Lining systems and designated as Raven 405- 3. Speclalty Cement (if required for leveling or filling). The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc, or Reliner IVI P 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 Standard tong Term Value Tensile Strength ASTM D-638 5,000 psi f 1/02vri'r C-8 PART DA - ADDITIONAL SPECIAL CONDITIONS Flexural Stress ATM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi 5. Mixing and Handling: M xing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recornmendatrons of the manufacturer and in Stich a manner as to minimize hazard to personnel_ It is the respciisibility of the Contractor to provide appropriate protective measures to ensure that materials are under control A all t1mes and are not available to unauthorized personnel or animals_ All equipment shall be subject to the approval of the Engineer. Only personnel thoFOU 9hly familiar with the handling of the coating material shall pertorm the spray coating operations and coating installations. C. EXECUTION: 1. General.• Protective coating shall rtat be installed until the structure is complete and in place. . Preliminary Repairs; a_ All forelgn rnaterlals shall be removed from the Interior of the structure using high pressure crater spay (3500 psi to 4000 psi at spray tip). b_ All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (112) incli in thickness shall be filled with patching compound as recorn rne n d ed by the material supplier for this applicaticn. 'C. After all repairs have been completed, remove all loose material. 0_ Protective mating: a. The protective coating small be applied to the struct4re from the bottom of the frame to th6 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 rnateri2als and matter_ 2) Place covers over lila invaii to prevent extraneous matoriall 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 Etrethane or epoxy onto the structure wall and beochltrough to a minimum uniform thickness of 125 mils (0,125 inches). Thickness to be verifiable through the use of methods 11102104 ASG-9 PART DA - ADDITIONAL SPECIAL CONDITIONS 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) fours cure time or be set hard to the touch, before being subjected to acture flow. 6) No appJlcations shall be made to froz6n surfaces or If framing is expected to occur inside the structure wIthin 24 hours after application. 4_ Testing of Rehabilitated Manholes: Testing of rehabilitated manholee for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SL WFR MANHOLES, D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical toot, measured from the battam of the frame to the tap 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 materlal testing required to complete the work. Pi-essure grouting, if necessary to stop aotiue Infiltratlon prior to application of the protei--srvo coating, shall be included in the above unit price_ Grouting of the pipe soaks, beach and troLigh, and lower partion of a particular structure, If required by the Engineer, shall be paid for separaiely, as specified in Section ISA-10, MANHOLE REHABILITATION. DA-10 OMIT DA-11 OMIT DA-12 OMIT DA-13 OMIT DA-1 4 INTE RIOIR MANHOLE COATING - SPRAT` WALL SYSTEM A. GENERAL 1. Scope This sectlan governs all work[, materials and testing required for the application of interlor manhole coating. Manholes designated for interior coating are listed an the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-'1 , UA-13, DA-15, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnisNng of all labor, supervision, materials, equipment, and testing requIred for the completion of interior coaling of manholes in accordance with the Contract Documents, r 1 AW ASC-10 PART D - ADDITIONAL SPECIAL CONDITIONS 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 t}rlck, black, or concrete construction. All manholes shall have a minimum of onu-half (112) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed ur trowelled on coaling over the original interior surface. E3 MATERIAL 'l. Scope This section governs the materials required for completion of interior coating of rnanhcles. Interior Coating TtI e 1 teriar coating shaII be a prcprietar� two corn pone nt, 1007 percent solids, rigid polyurethane system designated as Spray Wa11 as maPufact Uretl by S prayraq, Inc, 3. Specialty Cement The specialty content-based coating material shad be either Quare QM-1s as manufactured by Quade , Inc. or Reliner Mie as manufactured by Standard Cement Materials. 4_ Material Identification The interior manhole coaling material sprayed onto (lie surface of the manholL- 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 Standard Long Term Value. Tensile Strength A TIVI D-638 5,000 psi Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ATM D-790 55Q000 psi 5. Mixing and Handling Mixing and handling of specialty cement material and interior Coating rnaterlai, which may be toxic under certain conditions shall be In accordance with the recornmendations of the manufacturer anti in such a manner as to minimize hazard to personnel. It is the msponsibility of the Contractor to provide appraprlate protective measures to ensure that inaterials are under control at all firnes and are r r o cs Aim-1 I PART DA - ADDITIONAL SPECIAL CONDITIONS not available to unaulhorized personnel or animals. All equipment shall be subject to the approval of the Enginaer. Only personnel thoroughly familiar with the handling of the coatlncg material shall perform the spray coating operations and coating installations- . EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole Frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Re habiiitat ion 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 frons the bottom of the frame to the bench, down to the top of the trough. b. The Interior coaling shall be installed in accordance with the manufacturer's recommandations and the following procedure. f) The surface shall be theroughly cleaned of alt foreign materials and matter_ Cleaning shall be accomplished by using high pressure vvatefi sprDy (minimums 3500 psi M spray tip), cleaning with muriatic acid, degreaser, or other sol.verits as needed In order to remove any Film or residue on the surface. 2) Plate covers over the Invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch speclalty cement product (Quadex CSM-1s of Refiner lVI P) smooth surface for the Urethane coating material. .4) Spray the urethane oma the manhole wall and benchltrough with a minimurn 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 QIVI-1s or Reliner I1A P). 'k_ Testing of Rehabilitated Manholes r rozroa ASC-1 PAIN D - 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. D_ MEASUREMENT AND PAYA ME_ Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the tap of the bench. The Contract Unit Price shall be payment in full for performing the work 8rnd for furnishing all Tabor, supervision, materlals, equipment and material testing required to complete the work- Grouting, If necessary, shall be irrclUded in the above unit price. Grouting of the-pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabiiltation 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 I;,.ININfi SYSTEM A GENERAL 1. Scope This section gWems all work, materials and testing raquired for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Sectlon 1. Interior manhole coating shall' meet the requirements of this Section, or of Section ISA-1 , DA-13, DA-14, DA-16 or D -17, . Qescfiption 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 17cCLI111entS- 3. Manufacturer's Recommendations laterlals, mixture ratios, and procedures utilized for the coat nq process shall be in accordance with manufacturers recommendations_ 4. Manholes Manholes to be coated are of brick, bfock. or concrete construction_ All manholes shall have a minimum of one-half (112) specialty cement-based coating material (Qualex QM-1s or Reliner i1ASP) sprayed or #rowelled on coating over the original interior surface_ B. MATERIALS 1. Scope x�,fcr ro a ASGA PAIN DA - ADDITIONAL SPECIAL CONDITIONS This section goverrus tern materials required far completion of interior coating of manholes. . Interior coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin systerri using 10OD salmis leased epoxy binder with fibrous and flake Fillers, is manufactured by Raven Lining systems and designated as Raven 405- 3, Specialty Cernent The specialty cement-based coating material shall lie either Quadex QM-1s as manufactured by Ouadex, Inc. or Refiner MSP as manufactured by Standard Cement Mata6als. 4. Materialldentificatlon 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 shalt be fesponsible for netting approval from Raven Lining systems and/or the gout manufacturers for the use of these grou€ing materials. 5. Mixing and Handling Mixing and handling of Interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not avallable to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shalt be performed only by certified applicators approved by the manufacR+rers. C. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete_ 2. Temperatures Normal interior coating operatiofl shall be performed at temperatures of 400E or greater. rho applicatic n shall be made when freezing is expected vuithin 4-hours_ . Interior Manhole Coating a. Manholes schedulc-d for interior coating are shown on the Manhole Rehablktalion Schedule. The inferior coating shall be applied to the manhole r roe fir ASC-14 PART D - ADDITIONAL SPECIAL CONDITIONS frum than bottom of the manhole frame to the bene Vtrough, including the benchrtrough. b. The interior coatir)g shall be installed in accurdanoe with the manufacturer's recommendations and the foltowing procedure_ 1). The surface preparation shall comply with the requirements of Suction DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. Apply a miniTnum of one-half (1/2) inch speciafty cement-biased product (Quadex QM-1a or Reliner MSP) smooth surface for the Urethane ceatming matorial. 3) The surface prior to application may be clamp but shall not have noticeable free water droplets seeping or Nnning 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 covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the wails. 5) The final applica#Ian shall have a minia7Irani of three (3) hours cure time or be set hard to the touch, before Being subjected to active flew. 6) No applications shall be made to frozen surfaces or if freezing Is expectod to occur in side the manhote within 24 lours after application. 4 Testing of Rehalailitated Manholes a. After the epoxy liner has set (lard to tench), 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 racorr mendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additiona.1 cost to the Owner. b_ Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete In accordance with Se&un DA- 1 — VACUUM TESTING OF REHABILITATED MANHOLES. D. MEAS UREl1r'iENT ASID PAYMENT 7r � ASC-15 PART D - ADDITIONAL SPECIAL. CONDITION Paymont shall be based on (he on(vact 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 thF work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work Payment for groulinq of pipe seals, bench and trough and rrranhole walls shall be based an the Contract Unit Prices for each manhole actually grouted. DA-16 OMIT DA-17 OMIT I]A-119 OMIT DA-19 OMIT DA-20 OMIT OA-21 OMIT DA-22 OMIT DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES The contractor shall be responsIble for locating and maf-king all previously exposed manholes and wator valves in each street of this contract before the resurfacing process commences far a particular street. The contractor shall attempt to include the Con5truction Engineer (if he is available) in the observation and marking activety. 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 is a recommended procedure_ It shall be the contractors responslbility to notify the utility cornpanles 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 utillties to adjust facilities accordingly. The following are utility contact persons' o��r�y Telephone Numbefi Contact Person Southwestern Bell Telephone 338-6275 "Hot Line„ Texas Utilities 336-9411 Mf Roy Kruger Ext 2121 Lane Star 336-8381 Mr, Jirn Bennett Ext_ 6982 City of Fort 1 orifi, 871-8100 Mr. Jim Bob Wakefield Street Light and Signal 17102104 ASC-1$ PART DA - ADDITIONAL SPECIAL. CONDITIONS Of course, under the terms of this contract, the contractor shall complete adjustment of the Storni drain and Water Department facilities, one ttaffic lane at a time wlthln five ( ) working days after cotnPiet Ing the laying of proposed H.M.A,C. overiay adjacent to said facilities, Any devia<tJon from the above procedure and atlotted worming days may result In the shut dawn of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perforin a most accurate job and all costs to the contractor shall be fig ures# subsidiary to this contract. DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER These provfsions require the contractor fo remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete garb and gutter, laydo n curb and gutter, or in like mind, as governed by the standard City Specificatlons, Item No_ 104 "fernaving Old Concrete", item No. 502 "Concrete Curb-and Gutter", and Drawing Rios. - through S-B4. Pay limits for laydown curb and qutter are shown in Drawing No. S-S5 of the Standard Spedfications. Contractor shall saw out the curie and gutter and pavement prior to removal, Included, and figured subsidiary to this Unit pricer will be the required sa cut excavatlon, as per specification Item No. 106 "Unclassified Street Excavation", into the street to ald in the construction of the curb and gutter. The pay llmrt wltl be 9" out from the gutter Ilp, with same day haul-off sof the removed materlal to a suitable durnp site, The street void shall be filled with H_M-A_ . 'Type D" mix as per spec cation No, 300 "Asphalts, Dias and Emulsions°, Item No. 304 "Prilme Coate and Item No_ 312 "Hot Mix Asphaltic Concrete" and compacted to standard City densities and top sail as per specK!cation ltern No, 116 Tog Soil", if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water maters, sprinkler system. ata. damaged during construction shall be replaced with some or teener at no cost to the City. Backfill for curb and gutter shall be cornpieted within Fourteen (14) calendar days from the day of demo[ition to date of cornpretion, 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 1:1nee r foot shall be full compensation for alt materials, labor, equip+nent all Incidentals necessary to cornpfete the work. DA- 6 OMIT DA-26 REPLACEMENT OF 140.A.C. PAVEMENT AND BASE T1hie-contra ctor shall remove all existing deformed H.M.A,C. pavement and/or back base material that shows surface deterloration and/or complete failure. The Engineer vdll identify these areas upon whim, time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement In sgUare or rectangular fashion. The side faces shall be cut vertically and all fatted 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. Tha r r ASC-17 PAIN DA - ADDITIONAL SPECIAL CONDITIONS - - remaining good material shall be leveled and uniformly made ready to 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 pavernent patch, with "Type t]" 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 falled material_ whichever is greater. However, the patch thickness shall be a minimum of 2 inches_ Oenerafly (lie existing l-1,[ .A.C_ pavement thickness will not exceed 8" Before the patch layers are applied, any+ Inose material, mLid and/or water shall be removed, A IlgUid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix Gifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shalt be to standard densities of the Cite of Dort Worth, made in preparation to accept the recycling process_ All applicable provisions of Standard Spec 16crafinn Item tilos. 300 "Asphalt , Oils, and Emulsions", 304 "Prirrle Caet", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full cormpensatian for all materials, iabor, equipment and incidentals necessary to complete the work, DA-27 OMIT DA-28 OMIT DA-29 OMIT DA-30 " H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard SpecificatIons. Item Nos. 31 "Hot-Mix Asphaltic Concrete", 800 "Asphalts, Oils and Emulsions', 304 'Prime Coat", and 318 "Central Plant RecycilingRAsphelt Concrete" shall apply to the construction methods for this portion of the project, Standard Specification 312.5 (1) small ba revised as follows_ The prime coat, tack coat, or the asphaltic mixture 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 Meat. Asphaltic materlal shall also not be placed when the wind conditions are unsuitable In (lie opinion of the Engineer. 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 C lfy w0l provide laboratory control as necessary. The unit price bid per square yard of H. _ complete and in place, shall be full compensation far all labor, mate r€aIs, equipment, toots. and incidr;n[aIs necessery to corn p]ete the work DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined In field; I f/02/N ASC-18 PART DA - ADDITIONAL SPECIAL CONDITIONS Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install that concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and cr4rshed limestone to a depth as directed by the Eniglneer and necessary asphalt transitions as shown in the Concrete v*Eley gutter details. shall be subsidiary to this Pay !tern, See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic onorete", Itern filo. 104, "removing Old Concrete", [tern No. 106, "Unclassified Street Excavation" Item No. 208 "Fre ible Base-" Measurement for final quantities of valley gutter will be by the sgijare yard of concrete pavement and the cua•b.and gutter section will be included. Contractor may substitute 5" nary-reinforced (2:27) Concrete Base In lieu of Crushed Store at no additional cost. See Item 314" Concrete Pavement", Asphalt base material may be requ[red at'flakes as directed by the Engineer to expedite the work at locations identified Jn the field- The conorete shall be designed to achieve a rninrmum .compressive strength of 3000 pounds per square inch. Contractor shall work on ane-half of Valley Gutter at a time, and the a(her halt shall be open to traffic.. Wud( 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 kid per square yard for Concrete Malley as shown on the proposal will be fall compensation for materials, labor, equipment, tools and Incidentals necessary to complete the work, DA-32 OMIT DA-33 NEW " s,rANDARD WHEELCHAIR RAMP The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details. or as directed by the Engineer. The remova[ of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsldlary 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 Gurb and Gutter). Pay limits for laydo n curb and gutter are as shown in the Standard Pay Limit Detail (VVR-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 shall be subsidiary to the curb and gutter pay item, Pay limits for "Standard Wheelchair Romp" will start 15" Luck from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removing Old Concfete" and Iterrr 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 rad color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied after corkc.ete is pourers (Product solei by BAER), IVW-11 -1 ASC-19 PART DAA - ADDITIONAL SPECIAL. CONDITIONS "Contractor shall provide a colored sample conorete Panet of one foot by ane foot by three Inches dlmension. or other dimension approved by the Engineer, meeting the aforementianed specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covefe-d in the scope of this pay item, The method of application shaft be by screen, sifter, sieve or other means in order to provide for a uniform color distribution," The unit price bid per square yard for 4" standard wheekch ak romp as shown on the proPosal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work. DA-34 OMIT DA-3§ OMIT DA-36 RAISED PAVEMENT MARKER All applicable provisions of Standard Specifications For Roadway Markers (Buttons) shall apply. The Contractor shall Install standard roadway markers according to city speclfication5 as shown on Plan sheet of 03 directed by the Frig ineer, Please reFer to "Road ay Markers S pecifications'- DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING A. GENERAL; Where known by the design engineer, the locations of potentially petroleum contaminated material (soil) that may be encountefed during excavation and/oi• construction activities will be shown on the ptans. For all locations where material is excavated and suspected of being contaminated with petroleum products, whether known or not, these special conditions aro to be followed. The contractor Is also to follow all applicable lyederaf. Skate and Local regulations when handling known or suspect contaminated materlals (soils). 1. WOR MI LIDED a. E-xcavahon, stockpiling and testing of Potentially Petroleum ContarnInated Matedal, In. Removal, testing, and disposal of petroleum contaminated groundwater. c. obtaining and paying for required permits, d. Hiring of qualiflod environmental professional consultant(s). Cantvackor will he required to submil the environmental consultant's experience and qualifications to the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. e. Hiring of qualified environmental sampling professionals that will collect and sUbmil samples to the applicable City of Fork Worth tesling laboratory- The City of Fort rrozr�r ASC- 0 PART DA - ADDITIONAL SPECIAL CONDITIONS Worth's Department of Environmental Management for coordination of laboratory testing, . REFERENCES a. All applicable OSHA regulatory requirements. b. All applicable Environmental Protection Agency (EPA) regulatory requirements, c. All applicable State of Texas regulatory requirements, d. All applicable City of Fort Worth (City) regulalory requirements, e_ All applicable NIOSH staridaFds, f_ All applicable TNRCC requirements. . SUBMITTALS a. The contractor shall prepafe and submlt to the rty's Depailment of Environmental Management. Senior Specialist in Compliance, plans for handling Potentially Petroietrrn Contaminated MateriA (PPOM) not less than 30 days prior to commencing excavatlon, b. The Contractor shall take necessaFy precautions whlle peafiorrningi this project_ ontracter shall not commence PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by (lie Ity and (2) the plans (i.e., drawing and description) for discharging any treated liquid into time storm sewer or sanitary sewer are reviewed by the City ( ) and acceptable stockpile area Is identified by the Contractor, c, Contractor shall Submit the name of his proposed qualified zrrvironrnental professional consultant(s) and proposed PPM Handling Plan to the City. The PPCA+} Handling Rain shall include the detailed sequence of construction including proposed excavation and handling rnethods, proposed carriers for ccntarnInated materials, waste disposal site, and a list of any permits that may be required for PPCM handl nq or contarnln2ated materials disposal. The above data must be compiled and arranged In a format that is acceptable to the Texas Natural Resource Conservation Commission (Th1RC ). d. Contractor shall submit actual limns of PPCM excavation, as prepared by his qualified environmental consultant{s} and testing lab. e. Contractor shall submit for review the proposed carrier pipe material to be used with the actual limits of PPCM excavation, Including pipe gaskot and carrier pipe coating of Jiner, B. PRODUCTS: -1_ PIPE GASKET MATERIAL. Materials used within the actual limits of PPGM excavation, Including p pe gaskets, shall be resistant to petroleum hydrocarbon deterioration, 11102104 ASC-21 PART D - ADDITIONAL A►L SPECIAL CONDITIONS C_ EXECUTION: 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Areas sua pected of having petrobaum contaminated material (soils) are shown in on the engineering drawings_ b In areas othor than those rioted an the plans and where potentially petroleflm ccr}taininated materials are either detected or suspected, the City of Fort Worth and the Encglneer should be notified immediately and the work should proceed in accordance with this section. 2 S CRE ENIN G POTENTIALLY PET ROt_EUM CONTAMINATED AREA a. Care should be taken during all excavation 8nd dewatering'actM les to Identify areas potentially contamiriated by petroleum. b. When a, petroleum odor is encountefed during excavation or when there is visual evidence of potentially petroleum contaminated soil, the Contractor stall notify the Engineer without deiaMy. c. The Contractor shall have retalned the services of an environmentai consLrl#ant who shalt be present at the site to screen suspect soil with a photo-ionizatian detector (PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient cortditlor�s or greater on PID or FID tested soli sample will be considered potentially petroleum contaminated. The soul sample should be a recent sample from the excavation face. The sample should be stored In a laboratory supplied glass jar With a teflon gasket lined lid_ The City of Fort Worth Department of Environmental Management MI be notified prior to all sarmple collection and submittal to the current testing laboratory identified by t h a City, The PID or FID tests should be performi�4 in a confined location. Soils produciN a reading of Less than 20 pprn above ambient wilt not be considered potentially petroleum contaminated. The PID or FID shall be calibrated according to manufactures Instructions. d_ Water encountered daring excavation or dewatering shall be considered to be potentially contaminated if there is a visible sheen, a hydrocarbon odor, adjacent soil that appears visually to be contaminated by hydrocarbons or at any tame the Contractor has reason to believe that hydrocafbon contamination may have occurred. The Contractor stall immediately notify the City and the TNIRCC whenever contaminatead water is encountered, a. The Contractor shall contact the City whenever contamination from any source is Suspected. 3, HAN D L I NG FCTENTTALLY PETROLEUM CCNTAMINAT ED 30IL (PP ) a. Contractor shalt coordinate with the City to determine a sultable location for the stockpiling of contarninated soil. The following procedure shall be followed In prepanrig the chosen site; 1, Provide a diked enclosure large enough to hold all material and prevent runoff. 1?102104 ASC-22 PAIN DA - ADDITIONAL SPECIAL CONDITIONS The diked area skull be lined with 0-30 mil plastic tp prevent seepage into the existing soil. 3. At the end of each work day, Contractor shall cornplelely sever stockpile with 20 rail plastic, During the day, the Contractor shall keep the stockpile covered, as necessary, to prevent release of contaminated materials due to rain or wind. 4. Sampling and evaluation of mated@IS will be performed at the Contractor's expense_ (The City of Fort Worth will provide laboratory services) b, PPCS shall be handled, tested, observing all standaf-d chairs-of-nustody procedures and sampling preservation and analyses shall conform to published and recognizes standards_ c. The otoskpi6d PPCS stall be sampled and tested every 50 cubic yards for Total Petro leu rn Hydrocarbons (TPH) JX1005) and Benzene. Toulene, EthyibenZene and Xylene (BTEX) (FPA 8020). All test results will be forwarded to the City of Port Worth Department of r nvironmentel Management. d. Contaminated soil Identified by test results Will he disposed of according to DA-36. Loading, Ttanspottation, and Disposal of Contaminated Soil, e_ It is the intent of the City of Fort ){North that uncontaminated soils be utilized as backfIII material, if the soils also meet the Type C or E backfill classifications, 4 HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCUV) a. Water pumps ad from the excavation or from dewatering activities that has an oily sheen, a hydrocarbon odor, or is otherwise suspect. shall be considered potentially petroieurrx contaminated- b- PPCUV shall be handled, tested, and discharged in accordance with the TNRCC's appropriate state regulation. PPCfW shall be tested no later tharr 15 days, prior to extraction. PPCVV shall, if necessary, be treated in an appropriately sized olllwater separator. air stripper or GAC canis#ers, Contractor shall have Isis testing laboratory determine that (lie oftater separator treated discharge is within the limits established by the TNRC O's regulations before being allowed to disc:har9c (discharge to sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City. c, Alternatively, the Contractor may dispose of contaminated water, after appropriate pretreatment, into the sanitary sewer collection system. It sha l'i be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Port Worlh Pretreatment Services Division. d. All treated water shall be discharged into a Contractor suppliers Frac Tank, sampled and analyzed before discharge into the sewer system, e. The product that Is recovered sh8IJ be dispvsc;3d of in accordance with all applicable regulations_ Any phase separate prodLrct recovered) froin the oillwater separator and air stripper shall be transported in accordance with Depaflmenf of Transportation xoo,� ASC-23 PART ESA - ADDITIONAL SPECIAL CONDITIONS rules and regulations for flammable products. When transporting product for disposal, transportatton shark also be performed by a licensed carrier. The Contractor is responsible for proper manifesong of the material from the site to the waste disposal facility_ Compteted Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment, . HANDLING VAPOR CONCENTRATIONS a_ In order to mairitaln safe. war-king conditions, the vapor concentrations should not exceed 20 percent of the Lower Explosive Limit (LEL). During construction. measures should be taken to rnaintain LEL levels below 20 percent In all working areas. b. To monitor vapor levels and oxygen levels a combustlble gas indicator {CGI} with a LEIJ02 meter should continuously operate In the working area. The O 1 should be properly calibrated and should have aro alarm that sounds if 20 percent LEL is reached. Monitoring data from the GCI should be recorded perlodically to determine if ventilation or other methods are effective. In the event local health and safety agencles require move stringent monitoring, the Iacal mgulatlons must be irnplemented O, MEASUREMENT AND PAYMENT. Payment for Dandling PICS, PPCW and Vapor Contentrations, obtaining and paging for any permits required, hiring the services of a quallfied professional environmental consultant(s), environmental issues stockpiling and all issues Included and Incidental to this section will be full compensation for all labor. equipmen#, materials, and supervision. Measurement and Payment for this section wl11 be per Linear foot of trench excavated where the excavat6d material Is hMand led as a contamInated rnateria1. No separate payment +rill be made for handling of contaminated water, vapor concentrations, sampling, stockpiling, etc. DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL A. GENERAL; This Item has been established for the loading, transportation and disposal of contaminated soils In a State of Texas approved disposal site (landfill) to handle special wastes (Petroleum contaminated soils). A, bid item has been established In the proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity estabilshed is the englneers best estimate of the quantity that may be removed. This quantity may vary depending upon actual conditions and testing results. The unit price bld will not be increased regardless of the actual amount of material disposed arxd may be decreased K a larger volume of material. than that Ilsted In the bid proposal, results in a unit cost reduction for disposal. S. WASTE MANIFESTS- Any and all non-hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment andtor disposal must be accompanied by a waste shipment rei�:ordlrnanifest detalling required generator, transported, destination Bozo ASC- 4 PART S` DA - ADDITIONAL SPECIAL CONDITIONS and waste description information. These results may not be uniform throughout the entire site. For all petroleum substance waste, the waste shipment record utflixpd shall be the TNRCC PETROLEUM-SUBSTANCE WASTE TE AFFIDAVIT (Form TVV0-0332). The Cbritractor shall be responsible for obtaining. originating and maintaining manifests in accordance with federal and state laws. The Contractor shall sign the manifests farms as Iridepenr ont Contractor to the Owner. AUTH0RI ZAT1.0N OF PAYMENT FDR REMOVAL TRANSPORT AND TREATMENT / DISPOSAL OF WASTES IN CONTINGENT UPON RECEIPT BY THE 8NGINr=ER OF FULLY COMPLETED AND IGNEO MANIFEST FORMS that are in agreement with regard to the type and amount of waste removed from the site and received by (lie treatment/disposal facility- The Contractor shall Immediately resolve any manifest disefepancies Completed Manifests shall be returriRd to the City Department of Environmental Management within 90 flays of shiprnent. G. MEA UREMENT AND PAYMENT: Payment for this item shall be made per In place cubic yard of contaminated sails that are loaded, trarisported and disposed of In an approved special disposal site. No separate payment will be made for leading, transportation and disposal of contarnfnated ground waters collected; (hese oasts considered subsidiary to DA-37, POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be included in the Contractor's bid submittal and approved by the City of Fort Worlh Department of Environmental Management prior to contract award. Contractor shall to responsible for all landfill costs. including, but not limited to landfill fees, transportation costs and landfill operator requested analyfical testing and waste ch arecterizatio n. DA-39 OMIT DA40 OMIT DA-41 OMIT DA-42 OMIT DA-43 OMIT DA-44 OMIT 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 sarne day haul-off of the removed material to a suitable dumpsite. For speclficatlons governing this Item see Item No. 104 "removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways"_ The unit price bid per square y wd small be full compensation for alf labor, material, equipment, supplies, and incidentals necessary to ccmplete the removal and repiace meht work. � � ASC- 5 PART DA - ADDITIONAL SPECIAL CONDITI 0 NS DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION to order to facllitate timely reconstruoilon of the affected roadway surfaces (Subsequent to waterlsewer installation) under the City's roadway maintenance program, it is recommended that the proposed water andlor sanitary sewer improvements be conducted an the project streets based Lipon the sequence outlined in the construcbQn plans, After the work start data has been established, the selected contractor shall be required to SUbmlt the beginning and ending dates for all work (including pavernent repair) oil each of the project streets Please be advised that the contractor has the option of SUbmttting a different sequence of construction than stated above. The contractor shalt not be allc ed 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 City. DA-47 OMIT DA-48 EASEMENTS AND PERMIT 1~ssements acrd permits, both temporary and permanent, have beer4 secured for this project at this time and made a part thereto. Argy eesaments andior permits. both temporary and permanent, that have not been obtained by the time of pablication 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 a-equirements, as contained herein, along with any special conditions that may have been imposed on these easements and permits. Where the pipeline crosses privately awned property, 1he easements and construction areas are shown on the pians. The easements shaft be cleaned yap after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibillity to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item, DA-4J OMIT ISA-60 CONCRETE ENCASEMENT Concrete encasement shall be Class E (1500 psi) concrete and for sewer Iine encasements shaft conform to Fig. 113; for water line encasements it shall conform to Fig, 20 of the General Conti-act Documents. Requirements for such encasernent are specified in Sections El-20 and E -20 of the General Contract Documents. Payment for work such as forming, placing. and finishing including all labor, tools, equipment and matenal necessary to complete the work shall be included in the iinear foot price bid for Concrete Encasement DA-51 CONNECTION TO EXISTING TRUCTURES All connections between proposed and existing facilities, shall consist of a watertight sea]. Concrete used in the connecii n shall tie Class (3000 psi) concrete and meet the requirements 1 rl)2r0,r ASC-25 PART D - ADI)ITI NAL SPECIAL CONDITIONS of Sectinn E1-20 and E2-20 of the General limon#rack Documents. Prior Icy concrete placement, a gasket, RAM-Nek or approvers equal shatJ be Installed around penetrating pipe. Payment for such work as connecting to existing facilities including 0 labor, too15, equipment, and material necessary to complete the work shall be included in (lie linear foot price of the appropriate pipe BID ITEM. DA�62 TURBO METER WITH VAULT AND BYPASS INSTALLATION A11 comb nai[on turbo meter Ilist alIations will be per attached Figure 33 unless otherwise directed by the Engineer. The contractor shall use Bil.co Type J-3 Model 30" x 36" Steel Single Leaf Doors cir approved equal unless th8 vault door Is subject to vehicular traffic i,e-_ in a street, parkirig sot. or driveway- The appropriate size turbo meter with strainer and check vaive If required will be furnished to the Contractor free of charge-, however, the Contractor will be required to pick up these item(s) at the Field Operations Warehouse. Payment for all work, materials, and all necessary appurtenances from bypass lee to bypass toe which are required to provide a complete and functional Combination Turbo Meter Installation complete with Bypass and Concrete Vault shall be included in the Price laid for each, DAZ3 OPEN FIRE LINE INSTALLATIONS All open fire line installaticns will be per attached FIgure 32 Unless otherMse directed by the Engineer- The appropriate size detector check meter, 314-inch meter and class R meter fox will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up the iterns at the Field operations.Warehouse. Payment for all work, materials, and all necessary appurtenances from the City side fl2nge coupling adapter to the customer side gate valve and box: Including incidental 5 Ilnew feet of pipe. which are required to provide a complete and functional open fire line installation shall be included in the price bid for each. Payment for the City side gate valve or tap valve depending on which is required will be paid for under the appropriate bid item(s)- DA-64 WATER SAMPLE STATION All water sampliTig station insta I I at ic ns will be per attached Figure 34 or as required in lame water ureter vaults as per Figure 33 unless otherwlse directed by the Engineer. The appropriate water sampling station weal be furnished to the Contractor free of charge-, however, the G ontractor will be req uired to pick up this item at the Field 0perat ior}s Warehouse, I rr02to4 ASC-27 MRWPITT DA - ADDITIONAL SPECIAL CONDITIONS PAYMENT FOS; FI G URE 34 1 N STAL LATfON : Payment for all work and materials nece-ssary for the installation of the 14-inch type K copper service Ilne will be shall be included in the price bid for copper Service Line from Alain to.Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings-sha11 be Included In [lite price bid for Service Taps to M Wn_ Paymant, for all work acid rnatterlals necessary for the installation of the sarnplIng station, conCc ete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete anti functional water sampling station shall be Included in the price bid for the water sample station_ PAYMENT FOR FIGURE 33 INSTALLATIONS, Payment far .all work and materials necessary for the installation tap saddle, gate valve, and fFttings shall to 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 Ilne which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. DA-&S CURB ON CONCRETE PAVEMENT Standard Speciftshon Item 502 shall apply except as herein 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 he 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 ( 8) 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 exmed 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 cornpllance with Public Works Department standard requirement Item 502, DA-56 SHOP DRAWINGS 1, Subrn'rt seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such reviow by the Engtnser shall include checking for general conformance with the design concept of the project and general campliiance with information given in the General Contract Documents, Indicated actions by the Engineer. which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor 11,00 n4 ASC-28 PART DA - ADDITIONAL SPECIAL CONDITIONS of responsibility for errors or ornissions in the submitted data. Processed shop drawing stabmittals are not change orders, The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding 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 deflations, discrepancies or conflicts between submittals -arid the design drawings andfor specifications are discovemd. either prior to or after subrnittals are processed, the design drawings and aspecificalions shall govern. The Contractor shall be responsible for din-iensions which are to be confirmed and correlated at the job site. fabricalion processes and techniques of constrrcfion, coordination of his work with khat of other trades and satisfactory performance his work. The Contractor shall check and Verify all measuraenaents and review subtrittals 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 fhe application. Any deviation from the speciffed 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 submittod for the following items prior to installation' f 16-inch pipe and fittings (lay drawings) + 16-inch gate valve and vault -inch Com binatian Air Release anal Vacuum Valve with Vault ■ Proposed restraint for each pipe size Additional shop drawing req u[re ments are described In some of the material specifications. S. Address for Submittals - The submittals shall be addressed to the Project Manager- Liam Conlon City of Fort forth 1000 Throckmorton Fort forth, TQC 76162 DA-57 COST BREAKDOWf~! In order to establish a basks upon which partial. payments to the Cantractor may be auth orized, immediately after execution of the contract the Contractor shall furnish a deta3lled-cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer, DA-58 OMIT DA-59 OMIT DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M.A.C, driveways are encountered, such driveways shall be completely replaced for the full extent of utility cert wlth H.KA.C, equal to or batter than the existing drive ay. r 216 4 ASC,�28 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-Gl TOPSOIL Where directed by the Engineer, top loll shall be applied in accordance with the City of Fort Worth Transportation and Public Works Department's Standard peelflcations for Street and torrn Drain C onstructiort, Item 116. except as follows; All labor. equipment. tools and incidentals shall be included in the square yard bid price far the top soil'. DA-fit OMIT 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 entitiled to renegotiation of unit prices regardless of the final measured quantities. To the extent that 4-14.3 confl[cts w4th this provislon, this provision controls No claim will be considered for lost or antidpated profits fused upon differences in estimated quantities versus actual quantities. In part[cuilar. the Contractor shall be aware that 3L is the City's inlerktton that the quantities in Unit I be used on an "emergency" basis only. Total quantities given in the bid proposal may nal reflect actual quantities; however. they are given for the purpose of bidding and awai-ding the contraft A contf act in the arrount of $200.000 (see Options to Renew) shall be awarded with final' payment based on actual measured quantities and the unit price laid in this proposal. Murecver, there is to be not Ilmit on the vafiation between the estinriated quantities shown and actual gUantities performed_ It is understood and agreed that the scope of worm contemplated in this contract is that which is designated by the City bit will In not case eXc:ei9d $200,000 (see Options to Renew) including all change orders, DA-64 OMIT DA-66 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required for use as a flexible Mase material shall confomt to Specificatlon Item No. 209 of the Standard Specifications for Street and Storm Dra[n Construction for the City of Fort Worth Transportation and Public Works Department DA-66 OMIT DA-67 OMIT DA-68 CONCRETE VALLEY GUTTER This item shall include the repairlreplacement of existing concrete valley gutters as directed by the Engineer. The proposed ,Talley gutters will be constructed according to the detail included in these documents as well as confnmtiing to Specification [tem No, 314 of the Standard s PART D - ADDITIONAL SPECIAL CONDITIONS Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportation and f'Uhk Works Department. The unit price bid for this item shall be full coMpens8tlor7 for all materials (including applicable %Jb-Base), labor, equipment a P d inr,iden taIs necessary to cornplete the work- DA-69 TRAFFIC BUTTONS The Contractor shall supply 411 materials and labor necessary to install traffic buttons of the sante type as were previously installed at locations designated by the Engineer. The buttons to be supplied shalt he generally, but not limited to Type W4 and Type 11 C-R4 and irisialled with a Type III Epoxy. The unit price bid for this item shall be full compensation tof all material's, tabor, equipment and incidentals necessary to complete the work. DA-70 PAVEMENT STRIPING Pavement striping, whenever and wherever encountered, shall be replaced to niatch the a istill9 striping or as directed by the Engineer. Materials used shall be of 420 Type intersection grade tape (in 18-Inch width) such ar, Starnark as manufactured by 3M ccrnpany or approved equal. The unit price }yid for this item shall be% full compensation for all materials, labor, equipment and incidentals nscessafy to complete the work. DA-71 H.M.A.C. TESTING PROCEDURES The contractor is regUired to submil a M4x Design for both Type -`B" and "D° asphalt that will be used for each project This should be subnjitted at the PTa-Construction onference- This design shall not be more thari 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 bs used in typo "ID' Upon approval of ars asphalt mix design and the calculation of the Marshal (proctor) the contractor is approved for placement of the asphalt. The contractor shalt contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist In the monitoring of the number of passes by a roller to establish a roiling pattern that will provide the required densities The required Density for Type "B" and for Type '0" 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 "B" and "D" asphalt- Densities on type "8" must be done before Type "ID" asphalt is applled. Cores to detetmine thickness of Type "B" asphalt must be taken before Type "D" asphalt is applied. Upon completion of the application of Type "O" asphalt additional cores must be (amen to determine the applied thickness. i74 ASC-31 PAIN DA - ADDITIONAL SPECIAL, CONDITIONS DA-72 SPECIFICATION REFERENCES When reference Is made In these specifications to a particular ASTM, A WVVA, ANSI or other specification, it shall be understood that the latest reuislon of such specification, prior to the gate of these general spedficatlons or revisions thereof, shall apply. DA-73 OMIT DA-74 RESILIENT-SEATED GATE VALVES Any resilient-seated gate valves supplied For this contract shall conform to Material Standard El-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the exception of size requirements in sections E-26.1, All resil.ient-seated agate valves shall be mechanical joints and be approved on the pity of Fort Worths Standard Product i-ist. DA-75 OMIT DA-76 1 'l2" & 2" COPPER SERVICE The folk>wing is an addendum to EI-17, Copper Water Service Lines and Copper Allo} Couplings; All fittings used for 1 " and " water services lines shall be compression fittings of the type produced with an internal "gripper ring" as manufactured by the Ford Meter Boat Co., [nc., Mueller Company, or approved equal. Approved equal products shall submit shop drawings and manufacturer's catalog information for approval- ontractar shall make all cuts to the coppef tubing with a copper tubing cutter tool specificaily designed fc+r this purpose in order to provide a clean, square cut. The use of hacksaws or any other type of cutter will nol be allowed. Prior to installing the compression fittings, the copper tubing will be made round by the use of a "rounding tube" specifically made for that purpose. Payment for all work and materials associated with I ' " and 2" copper services shall be included in the price of the appropriate bid item. DA-77 OMIT DA-78 OMIT DA-79 OMIT D0.-8Q OMIT DA-81 OMIT DA-82 OMIT 11 ASC-32 PART D - ADDITIONAL SPECIAL CONDITIONS DA-83 OMIT DA-84 OMIT DA-88 OMIT DA-86 OMIT DA-87 OMIT DA-88 OMIT DA-89 OMIT DA-90 OMIT DA-91 OMIT DA-92 OMIT DA-93 OAntT DA-94 OMIT DA-96 OMIT DA-96 OMIT DA-97 OMIT DA-98 OMIT D0.-99 OMT DA-100 OMIT DA-101 OMIT DA-'102 OMIT DA-143 OMIT DA-104 OMIT DA-106 OMIT DA-106 OMIT DA-147 OMIT 1704 ASC-33 PART T D - ADDITIONAL SPECIAL CONDITIONS DA-108 FLOWABLE FILL (MI SC. P T.) -1, DescripOon: The.flowable fill material shalt be del Ivered to the site, free flowing and self-leveling and shall have a consistency enabling it to.f111 all voids without tamping, vibrating or Gompa sting. The iflowable fill material shall have an in place d'an0y of nDt less than 95 and not more than 115 lbs./cu, ft„ with a maximum twenty-Oght ( 8) day compression strength of not less than 60 and not more than 85 PSI allowing the material to be removed with hand tools such as picks and shovels. The height of free fall of the Plowable (III shall not exceed four (4) feet. . Material Specifications: Flc*able fill thatl consist of; a, An appropriate amount of Portland Cement meeting ASTM C-150 ( fth other additives as necessary). b. Aggregates meeting ASTM. - 3 c. Sand or fine aggregates as per City of Ft. Worth-Stannard Specifications for Street and Storm Draiin Gnnstruction Item 406 d. Ftyash, Class C or F, meeting ASTM C-6 18 e. Admixtures 1. Mineral admixtures will be pozzolantc 2. Chernical admixtures shali l)e in liquid or powder farm used In standard ready-mix concrete products unless specifically designed for flowabie fill. Permissible types of admixtures are- a- High air generators, as manufactured by Grace Construction Products or approved equal, wh1ch are specifically designed for flo+ stilt a fill to tower unit weights, reduce shrinkage and subsidence, and control compressive strength. b_ Air entraining admixtures conforming to ASTM -260, c, High range water reducers conforming to ASTM C-494 Type F or G. d. Accelerating admixtures conforming to ASTM GA94, Type C. 1. Non-chlorlde, non-corrosive accelerators use€ where metals are present in concrete or embedded members, _ Calcium chloride DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) Contractor shall take all precautions to carefully remove all existing brick pavers. The brick pavers shall t e handled with extreme care to avoid chlppfng andior breaking of pavers. until installed, they shall be cleaned and neatly stacked on pallets (not to exceed 3 feet in height). If necessary, all new trick pavers used on this project shall rneet the specifications for AST 01272. The brink shall be a Type F heavy vehicular paving brick a minimum 2 5/8' thick, % ith spacer nibs or lugs, and match the existing brick In size, shape, and color_ The brick pavers will be set on a -lhch sand/cement beading mixture_ The sand used shall conform to ASTM C33 excluding all stone screenings that may pass the C33 sieve analysis. The cement sand ratio shall be 1 sack ar cement per 1 GY of sand or as directed by the Engineer. I IrV24W ASC-34 PART DA - ADDITiONAL SPECIAL CONDITIONS Filler fabric 12-inches wide wlli be installed Over every construction, anrvor expansion joint as well as all Vertical Surfaces. Once the brick pavers have been installed they will be vibrated into the sand bed. Sarni conforming to C33 will then be swept into joints and vibrated again_ All brick shall be instalied per the manufacturer's reci nimmendat4ons. The resulting repair shall provide a smoo#1i driving surface and match all applicable street grades, cross slopes, and crowns_ The prig bid per linear foot for "BRICK PAVEMENT REPAIR" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work- DA-110 OMIT DA-111 OMIT DA-112 OMIT DA-113 OMIT DA-'114 OMIT DA-9"15 OMIT DA-1 16 OWT 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 plait has been prepared and is included in the project plans. All other requirements of D-8 shall apply. DA-118 OMIT DA-199 DUCTILE ]RON PIPE PART f - GENERAL 1.01 SCOPE OF WORK, A. Furnish all labor. rnaterial, tools, equipment and incidentals required and install burled ductile iron pipe and fittings complete as shown on the Drawings and as specified herein- 1.02 QUALITY ASSURANCE A. Manufacturer, Finished pipe shall be the product of one (1) roanu€acturer_ Pipe rnanUfactUring i)peralions (pips, fittings, lining, coating) shall be performed at one (1) location B_ Reference Standards: PAIN D 4 ADDITIONAL SPECIAL CONDITIONS 1, ANS UAVVWA C1041A21,4 -American Nationai Standard Far cement - Mortar Liming for Ductile-Iran Pipe and Flt#4ngs far Water- 2- ater2_ AN SUAWWA C 1051A21.5 -Arnad# an NatIonaI SUndard for Polyethylene Encasement, 3, AN S IIAWVVA C 11 OJA21.10 -American National Standard for Ductile Iron and Grey Iron Fittings, 3-Inch through 48 inches f6r water and other liquids, 4, AN S I/AWVVA GI I I1 A2'1,11 -American National Standard for Rubber-Gasket .taints for Ductile-Iron Pressure Pfpe and Fittings. 5. ANSIIAVVWA C 1151A21,15,7 American NatIonaI Standard for Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron Threaded Flanges, 6_ ANStlAVVVVA C150IA.21.50,8 American National Standard for the Thickness Design of Ductile-lron Pipe, 7. Ah1S11AWWA O15IIA21,51,9 American National Standard for the Ductiledron Pipe, Centrifugally Cast, for Water or Other Liquids. B. AN S IIAWVVA C1531A21,S3, "Ductile-Iran Compact FIttings For Water Servicen g, AN S IJAWVVA G600,11 1 nStallatiorr of DLctlle-Iron Water Mains and Their Appurtenances. 10. AVVVVA M-41 Ductile-Iron pipe and Fittings- 1,03 ittings_1,1}3 St BMITTAL = ubm4tals shall be in accordance with the Special Specifications and shall include the following. A. Prior to the fabrication of the pipe, submit Record Data of fabrication and laying drawings to the Owner for roview of general conformance to contract documents_ Record Data shall Include a complete description of the pipe offered, Including cuts. tabulated layout, design calculations, thrust calculations, and pertinent design data. Record Data shall incorporate any changes necessary to avoid canfhicts with existing utilities and structures, The laying schedule shall show pipe class, class coding, station limits and transition stall cns far various pipe ciass es.DetalIs far the design acid fabrication of 4 fittings and specials acrd provisions for thrust sha11 he included. S ubmittal shall be scaled by a Licensed Professional Engineer in the State of Texas, B. Submittal for painting exterior pipe to include recommendation for preparation, application and storage, O. Pdar to delivery of the pipe to the project site, the manufacturer shall fornrsh an affldavlt certifying that all pipe, fittings, and specials, and other products and rnatedals fumfshed, complV with this specification. if requested by the OWNER, the manufacturer shall submit certified reports of all testing. � zw ASG-3 PART T DA - ADDITIONAL SPECIAL CONDITIONS 104 DELIVERY AND STORAGE: A. Delivery and Storage shall be in accordance with ANSIIAVV VA 0604 and A1+VVVA M41. DART 2 - PRODUCTS 2.01 DUCTILE ]RON PIPE: A. Pipe shall be in accordance with NCTGOG 2.12, 3, AVVVVA 0110, AVVVVA C11I. AWVVA 0115, AUVVVA 0150, and W+lVA C15'1 All pipe sha[I meat the requirements of NSF 61. B_ Flexible Restrained Push on Joints (FRP.1) shall be U,S. Pipe - TR-Flex, American - Flex- Ring, or approved equal. C. All pipe shall be cement mortar coated in accordance with ANSIIAVVVVA C 104- 0. All buried pipe shall be polyethylene encased in accordance with AVVWA 0105, E. As a minimum standard, the following pressure classes shall apply. Diameter Pipe Onch Min. Pressure Class (PSI) 3' through fit" 380 psi 14" —20" 250 ps[ f4" 250 psi 30" - 64" 250 psi R Engineer shall vorify that pressure class specified meets the minimum design requirements contained within these previsions When requested, pipe design calculatloris shall be submitted to the City, Ductile Iran pipe shall be designed in accordance with the latest revision of ANSIIAVVVVA 0 1501A21,50 for a Ininimum 150 }psi (or project requiremen#s, whichever is greater) rated working pressure plus a 215 psi surge allowance; a 2 to 1 factor of safety on the sure of the working pressure plus surge pressure; Type 4 laying condilion. and a minimum depth of cover of 12 feet. Type 4 laying conditions are as defined in ANSUAW A C15OIA21.50, G_ Mechanical thrust restraint may be clone only for Make-up pieces where pLish on joints are not applicable. Retainer glands shall be Series I100 Megalugs by EBAA Iron for ductile Iron pipe mechanical joints, Series 2000PV Mechanical Joint Restraint Glands by EBAA Iran for PVC pipe mechanical Joints, and Series 1500 Ductile I ron Retainers for PVC pipe {gush-on joints, H. Ductile iron pipe shall have nominal lay lengths of 18 or 20 feet, Dimensions and tolerances of each nominal pipe size shaII be its acccrdance with ANSUAW VVA G1511A2'I, f 110M4 ASC-37 - PAIN D - ADD ITIO NAL S P EC IAL C ONDIT[ON I. Pipe markings shall meet the m[nlmum requirements of ANSIfAWWA C15IIA21, latest revision. Minimum pipe markings shall be as follows; 1. "DI" or "DUCTILE" shall be crest or metal stamped on each pipe _ Weight, pressure class, and nominal thickness of each pipe 3. Year and country pipe was past 4. Manufhcturer's mark J_ [ran used irl the inanufactrire of pipe far these specifications shall have. I Minimum tenslle strength —60,000 psi 2. MInimurn yield strength —42,000 psi 3. M[nirnurn elongation— 10 2.0DUCTILE IRON PIPE JOINTS: A. General — Comply with AAI IJAWWA C111/A21.11, latest revis[on. 1. PLIsh-Ofl Joints 2_ Mechanical Joints Restrained Joints 4 Flanged Joints — AVVWA 1151A21.15, ANSI 1316.11, Class 125 B. All rubber joint gaskets utilized ort ductile-iron pipe shall be in conformance with ANSI1AWWA C1111.A 1.11, latest revision_ . Bolts and Nuts. Bolts and nuts for mechanical joints or flanged encs shall be of a nigh strength corrosion resistant low-carbon steel in accordance with AN IIAW VA 111 J 21.11 i AN IJAWWA C11 S1A. 1,15, and ASTM A307, 'Standard Specification for Carbon Sten[ Holts ard Nuts_` For mechanical joints. iao[ts and nuts shall be coated with a ceramic-filled, baked on fluorocarbon resin. Coated bolls aed nuts shall be prepared "near white" or "white" where coated to manufacturer's recommended thickness by a certified appl[catar. Coating shall be of XylanO as manufactured by Whitford Corporation, or approved equal'. Coating shall conform to the performance requirements of ASTM B117, "Salt Spray Test" and shall include, if required, a certificate of conformance, 2.03 DUCTILE IRON PIPECOATINGS: A. All duct[le iron pipeshall have ars asphaltic coating. mind murn of 1 mill thick, on the pipe exterior. Unless otherwise specified, E, Pipes shall have an interior cement mortar lining applied In accordancc with ANSIIAIWWA D1041A21.04, or latest revislon. Pipe and Fittings exposed to mew In the finished work shall not receive the standard asphaltic coat on the outside surfaces, but shall be shop-coated with rust Inhibitive primer. Primer shall have a minimum dry film thickness of 4 mils and be certified In accordance with ANSIIN F 61_ rrrr v ASC-36 PART D - ADDITIONAL SPECIAL CONDITIONS D. All buried ductile iron pipe shall be polyethylene encased, unless otherwise specified. Encasement ror buried pipe shall be 8 mil linear low density (LI-D) polyethylene or 4 roll high density crass-IamInated (H DC L) polyethylene encase-men( conforwing to AWVVA 105/A 1.8, Polyethylene film rnust be marked as fol[aws; 1. Manufacturer's name or trademark 2. Year of manufacturer 3_ AN IIAVVVVA C105IA21.5 4. Minimum film thickness and material type 5. Applicable range of nominal diameter size(s), 6. Warning-Corrosion Prote ction-Pnpair Any 0amagn E_ For gravity sewer appiica#ions, all ductile iron pipe shall have an approved corrosion resistant coating applied to the interior. Interior coal.ing shall be pre-approved by Fort Worth Water Department Standard Product Committee for application in wastewater environment, Coating shall bo Protecto 401 or approved equal 2.04 DUCTILE IRON PhPE FITTINGS-. A. Joints Fittings skull have flanged, mechanical, restrained, push-on joints or any combination of these. Joints must be manufactured in accordance with the above referenced standards. Unless specified otherwise on the plans or in the project specifications, fitlings will be provided Far installation as follows: B. Pressure Ratrnq; Unless specified ckherwise, the rated working pressures for fltfings are as follows; Ductile Iron Compact Fittings (AVVVVA 153/A21.53) Nominal .Size (in) Pressure Rating (PSI) 3" -- 4" 350 PSI 30" —48" 250 PSI 5411 - 6411 250 PSI Ductile-Iron Full Body Fittings (AWWA C1101A21.1 0) Nominal Size (ire) Pressure Rating (PSI) 3" — 24" 350 PSI 3011 -4811 250 PSI C. Dimensions and Thickness- Fittings and joints shall con€orm to the thickness and d1mensions shown in #ha various standards referenced Lander Section 1,0 .B_ D. Flange: Unless specifled otherwise, the bolt circle and the bolt-hulas shall match those of ANSI B16.1 Class 125. All screwed-on flanges shall be ductile iron. Field fabrication of flanges shall be prohibited, unless approved otherMse. E. innd; Glands shall be manufactured of ductile iron conforming to ASTM A536. Restraining devices shall be of ductile iron. Dimensions of the gland shall be such that it can be used with the standardized joint bell and tee-head Dolts conforming to ANSIIAWWA C1531A21- 3_ gra A - 9 PAIN CSA R ADDITIONAL SPECIAL CONDITIONS F. folks and Tuts: Botts and nuts for !'nechanical)otnfs or flanged ends shaII be of a high strength corrosion real stant low-a]toy steal in accordance wft i ANSIIAWVVA CI I I/A21,11 and ASTM A307, "Standard Speefflcation for Carbon Steel Boats and guts"_ For mechanical jolnt;s, the bolts and nuts shall be coapted with a ceramic-filled, baked on fluorocarbon resin. Coated bolts and nuts shall be prepared nnear white" or '"white" when CO Wed to manufaacturer's recornrmerided thickness by a certified applicator. Coating shall be XylanV, as manufactured by Whitford Corporation, or approved equal. Coating shall ccnfarm to the performance requirements c ASTM 8117, "rSalt Spray Test' and shall include, if required, a certificate of conformance. G, Accessories; Unless otherwise specified, gaskets, glands, bolts, and nuts shall be furnished with mer-hanJcal joints, and gaskets and lubric nt shall be furnished with push- on jolnts: all in sufficient quantity for assembly of each joint. H. Outside Coating; All ductile fittings shall have an asphaltic or fusion bonded epoxy coating. Asphaltic coatings shall be a minimum of 1 mil thickness, on the pipe exterior, unless otherwise ;specified. Fusion bonded exterior coatings shall comply with ANGIIAVVVVA 0116}x#21.16, shall have a minimum dry film thickness of 4 mils. and be certified in accordance with ANSUNSF 61. I. interior Lining: All ductile Iron fittings are to be furnished with a cement-mortar fining of standard thickness as definod In referenced AIVSIIAVVWA4 C1041 .21.4 and-given a seal coat of asphaltic material, unless otheWise specified. Fusion bonded interior coatings shall comply with ANSIJAWWA C116fA21,16, shall have a niinimurn dry film thickneas of 4 mils, and be certified In accordance with ANS 1)N F 51. ,Ji, Polyethylene Encasement_ All ductlie Iron fMin gs shaII be polyethylene Encased, Unless otherwise specified. Ennsement for buried fittings shall be 8 mil 11near Iow density (LLD) polyethylene or 4 mill high density cross-laminated (HD L) polyethylene encaserraent confcrming to AWWA C10 /A21.5. Polyethylene filen roust be marked as follows; 1. Manufacturer's name or trademark 2_ Year of manufacturer 3. ANSIIAWWA C105/A21.5 4. Minimum Mm thickness and material type 5, Applicable range of nominal diameter sizes), 6. Waming — Corrosion Protection — Repair Any Darnage K. Marking; Fitting rharking shall meet the requirements of A UA1lVVVA C11 QI 21.10 or ANSIIAWVYA 153fA21.53 shalt have distinctively cast on there the following information: 1. C-153 or 0-110. depending on which type of fitting provided, 2. Pressure Rating . Nominal diameter of openings 4. Manufacturer's identification 5. Country where cast 6. Number of degrees or fractlon of the circle on all bends 7. letters "C}I" or "DUC NLE" cast on them. f, a ASC-40 PART T DSA - ADDITIONAL SPECIAL CONDITIONS PART 3 - EXECUTION 3.01GENERAL: A. Install, pipe, fittings, and appurtenances as special In accordance with AWVVA M41 and AVMA 0600, 13_ All pipe shall be mechanically restrained at fittings and within the calculated restraint areas, or as shown on the drawings, C. Polyethylene encasernent shall be installed In acccrdance with AVVVVA C 105 and AVVVVA M41, Method A yr 8. Method C wl11 net be aIIowed. D: Where indicated, paint shall be applied per mantafactureF'S recommendations_ E. Ductile iron pipe shall be manufactured in accordance with the latest revision of ANS11AWVVAC15VA21.51. Each pipe shall be subjected to a hydrostatic test of not less than 500 psi for a duration of at least 10 aeconrJs F. The manufacturer shall take adequate measures during pipe production to assure compliance with AN S 11AVVWA C151fA21,51 by performing quality-control tests acid maintaining results to those tesls as outllned in section 5, "Verification" of that standard_ G, The City of Fart Worth may. at its own cost, subject random lengths of pipe for testing by an Independent laboratory foo compliance with this specifiaa#ion. Any visible def is or failure to meet the quality standards herein will be grounds for rejecting the entire order. H. The Contractor shall, upon request by City, furnish rn a nu fa ctu re r's certified test reports that indicate that each run of pipe furnished Inas met specifications, that all inspections have been mane, and that all tests have been performed In accordance with AN IfAVVVVA 15 1 IA2 1,51_ I_ The Contractor shall, upon request by City, furnish manufacturer's certified test reports staling that all fittings furnished meet the requirements of applicable Standards and Specifications. Test reports must be provided to the Engineer before construction commences. DA-120 SUBSURFACE EXPLORATION Any data, which has or may be provided on subsurface coDditlons, is not intended as a representation or warranty of accuracy or continuity between $oil strata_ If is expressly understood that nelther the Owner nor the Englneer will he responsible for interpretations or conclusions drawn therefrom by the Contractor. Data is made available for convenience of the Contractor_ Subsurface exploration, to ascortaln the nature of the solls at the project site, including the amount of rock, If any, is to be the responsibility of any and all prospective bidders_ 1-r�r oN ASC-41 PAIN DA r ADDITIONAL SPECIAL CONDITIONS Whether prospective bidders perform this subsurface exploration jointly or independently, It shall be left to the discretion of such prospective bidders. Subsurface exploration shell not be attempted without the appravail of the Owner. The Geotechnical.Boring Lags have been included in these specifications. DA-121 REINFORCED CONCRETE STORM DRAIN PIPE phis Item shall consist of the constructlon of new reinforced concrete storm drain lines at locations as designated In the construction plans_ Excavation and backfill, furnishing and Installation of materials, labor, and equipment shall be included In the +snit bid item price. Materials, Construction, Measurement and Payment shall he In conformance with City of Fort Worth Standard Specifications for Street and Storm Drain Construction Item 440 and detailed drawings Included in the construction plans. DAA-122 5-SIDED MANHOLE AND CONNECTION TO EXISTING STORM DRAIN LINE This item shall consist of the oonstruction of a no -sided storm drain manhole over an existing storm drain line and the connection of a new storm dein line to the manhole and existing storm [train line at locations as designated in the construction plans. Excavatlon and backfill, furnishing and Installation of Materials tabor, and equipment shall be included in the unit bid item pr[re. Materlals. Construction, Measurement and Payment shall be in conformance with City of Fort Worth Standard Specifications for Street and Starm Drain Coostruclion Item 444 and detailed &a ings included in the construction plans_ r raro. A -4 t ` PART E 1 SECTION E SPECIFICATIONS (January 1, 1978) All materials, construction methods and procedures used in this project shall conform to Sections E1, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet.) Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX E1 MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows: C. Additional backfill requirements when approved for use in streets: 1. Type B' Backfill (c) Maximum plastic index (PI) shall be 8. 2. Type 'C' Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E2-2.11 Trench Backfill: (Correct Minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1 where the "95% modified Proctor density" shall remain unchanged.) E-1 SECTION E100 — MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS January 1, 1978 (Added 5113190) E100-4 WATERTIGHT MANHOLE INSERTS E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight gasketed manhole inserts in the Fort Worth sanitary sewer collection system. E100-4.2 MATERIALS AND DESIGN: a. The manhole insert shall be of corrosion-proof high density polyethelene that meets or exceed the requirements of ASTM D1248, Category 5, Type III. b. The minimum thickness of the manhole insert shall be 118". C. The manhole insert shall have a gasket that provides positive seal in wet or dry conditions. The gasket shall be made of closed cell neoprene rubber and meet the requirement of ASTM D1056, or equal. d. The manhole insert shall have a strap for removing the insert. The strap shall be made of minimum 1" wide woven polypropylene or nylon webbing, with the ends treated to prevent unraveling. Stainless steel hardware shall be used to securely attach strap to the insert. e. The manhole insert shall have one or more vent holes or valves to release gasses and allow water inflow at a rate no greater than 10 gallons per 24 hours. E100-4.3 INSTALLATION: a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert of the rim. b. The manhole insert shall be fully seated around the manhole frame rim to retard water from seeping between the cover and the manhole frame rim. s E-2 S PART F r . CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) e/1s/2av6 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION WM. RIGG CO. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 777 MAIN STREET SUITE C-50 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR -ORT WORTH Tx 76102 ALTER TI4E COVERAGE AFFORDED BY THE POLICIES BELOW. 817) 820-8100 (817) 870-0310 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: United States Liability Insura 25895 Circle "C" Construction Company, ETAL INSURERS: Twin City Fire Insurance Co. 29459 P.O. Bax 40328 INSURER C: Hartford Underwriters Insuranc 30104 Fort Worth TX 76140 INSURER D: Hartford Insurance of the Midw 37478 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS�R ADOIL I P AL11CYM,FFE& E POOUC M PD�TION LIMITS I ME QF INSUBAKQE POLICY NUMBER GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 B X X COMMERCIAL GENERAL LIABILITY 46CQT1405 8/12/2006 8/12/2007 PR MISES(RENTED ) $ 100,000 CLAIMS MADE X I OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATELIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICYFX PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ]) x X ANY AUTO 46UENQT1406 8/12/2006 8/12/2007 (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIREDAUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EAACCIDENT $ -F ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 2,000,000 A x X OCCUR FICLAIMS MADE 553-089046-5 8/12/2006 8/12/2007 AGGREGATE $ 2,000,000 $ X DEDUCTIBLE $ RETENTION $ 3.0,000 $ TH C WORKERS COMPENSATION AND 46WEQT1404 8/12/2006 8/12/2007 X TORY WC-STATUSER EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS[VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS THE CITY OF FORT WORTH, IT'S OFFICERS, EMPLOYEES AND SSRVENTS ARE INCLUDED AS ADDITIONAL INSUREDS ON ALL POLICIES (EXCEPT WORKER'S COMPENSATION). THE POLICES TO WHICH THE ADDITIONAL INSUREDS ARE ADDED APPLY ON A PRIMARY BASIS IN RELATION TO THE ADDITIONAL INSURED'S OWN SELF-FUNDED OR COMMERCIAL COVERAGES, WHICH WILL BE NON-CONTRIBUTING. A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF FORT WORTH IS INCLUDE ON THE WORKER'S COMPENSATION POLICY. Project: Fort Worth Water and Sanitary CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Fort Worth BATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL + 000 Throc)morton Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Fort Worth TX 75102 AUTHORIZED REPRESENTATIVE ACORD 25(2001188) ©ACORD CORPORATION 1988 Page 1 of 3 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. i ACORD 25(2001108) Page 2 of 3 DESCRIPTION ®r ®vL ftKnows wm w1IoM' cow imuEu DATE a/1s/ao06 CERTIFICATE NOLOER: INSURED: ity of Port Worth Circle '°C'° Construction Company, ETAL 1000 Throckmorton Street P.O. Box 40328 Port Worth TX 76140 Hort Worth TX 75102 DESCRIPTION OF OPERATIONS CONTINUED- Sewer Main Replacement to Serve Baylor All Saints Medical Center Lot 19, Block 1 of the All Saints Episcopal Hospital Addition Lister Project No. P264-609170045783 Sewer Project No. P274-709170045783 DOE 5374 WC(1012003) Page 3 of 3 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. 6374 and City of Fort Worth Project No. P264-609170045763 and P274-709170045763. CONTRACTOR William J Schultz, Inc, dba-Circle C Construction By: Name: 1 i a m _ SC- tLl Iz Title: f r-¢dc.� LJ Date: NN t STATE OF TEXAS r ,; <_ MICHELE 5, LAN€<FORD Notary Public COUNTY OF TARRANTi STATE OF TEXAS OF•cti My Comm.Exp.10/07/2007 Before me, the undersigned authority, on tt is�4Ray personally appeared Um,). n I rbc. , 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 ,S. v �CrAe- for the purposes and consideration therein expressed and in the capacity therein stated.r-� Given Under My Hand and Seal of Office this� n day of 51; 20 b(o . Q Notary Public in and for the Stagy E of Texas V CONTRACTORS COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor certifies that it provides workers compensation insurance coverage for all of its employees employedonClie of Fort Worth project. SG � I z� - k),d/? Contractor 14 By: / r Name: Title: f)rAA� t Date: g J a' E STATE OF TEXAS w- = fel#COIL S. LFlP�KFGhD IVotaryPublic STATE OF TEXAS COUNTY OF TARRA,N F MY COMM.Fxp. 10/07/2007 BEFORE ME,the undersigned authority, on this day personally appeared known to me to be theperson whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of lM , . -C—�yI the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 2006. Notary Public in and for the Sta e f Texas f F-2 VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. The law, that in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in the order to obtain a comparable contract in the state in which the non-resident's principle place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractor's to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), or principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. BIDDER: n Lar'�y Co CVS'• By: GJ;I) ; k) -UI Company (please print) 1'• V. t032 Signature: l U U , �X 0 c Title: r?A.l City State Zip THIS FORM MUST BE RETURNED WITH YOUR QUOTATION 1 F-3 PERFORMANCE BOND Bond No. TXC55523 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) William J. Schultz Inc. dba Circle "C" Construction Company, as Principal herein, and (2) Merchants Bonding Company (Mutual), a corporation organized under the laws of the State of(3) Iowa, 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*One Million, Eight Hundred Eighty Thousand, Thirty-Five and No/100*Dollars ($*1,880,035.00*} 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 , 2006, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of Fort Worth Water & Sanitary Sewer ` Main Replacement to serve Baylor All Saints Medical Center Lot 1R Block 1 of the All Saints Episcopal Hospital Addition—Water Proiect No. P264-6091.70045783, Sewer Proiect No. P274-709170045783; City Project No. 00457, DOE Project No. 5374. 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. r SIGNED and SEALED this day of 12006. t' William J. Schultz,Inc.,dba Circle"C"Construction Company PRINCIPAL A ST: By: 11,14 Name: William J. Schultz,President (Principal) S retary Address: P. O.Box 40328 Fort Worth,TX 76140 Witness as to Principal Merchants Son in man (Mutual) SURETY ATTEST: By: - Name: Sheryl A.Mutts,Attorney-in-Fact ary Secret Address: 2100 Fleur Drive (SEA Des Moines,ILA 50321-1158 4 Witness as to Surety, Jon iller Telephone Number: 1-800-252-9656 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. { POWER OF ATTORNEY Merchants Bonding Company (Mutual) Nations Bonding Company Bond No. TXC55523 KNOW ALL PERSONS BY THESE PRESENTS:That MERCHANTS BONDING COMPANY(MUTUAL)is a corporation duly organized under the laws of the State of Iowa,and that NATIONS BONDING COMPANY is a corporation duly organized under the laws of the Stale of Texas (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint John A.Miller,Sheryl A. Klutts,John A.Miller II and/or K.R. Harvey of Fort Worth and State of Texas their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead, to sign,execute,acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION($5,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies,and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following bylaws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on November 16, 2002 and adopted by the Board of Directors of Nations Bonding Company on April 19,2003. "The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 1st day of May,2003. 11V-- 0........ .'���NG ���1J,p• MERCHANTS BONDING COMPANY(MUTUAL) :�•'pRP094 .O; ;•��'O�PO'�.q'q�: NATIONS BONDING COMPANY •.�'. 2003 �a• s 1933 •••��� � Vit,•:• ••v��� � '`�,aC�� STATE OF IOWA ••�••'•• •'•�•••�• President COUNTY OF POLK ss. On this 1 st day of May,2003,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY;and that the seals affixed to the foregoing instrument are the corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa,the day and year first above written. i� MARILYN BOY® ` F Commission Number 10012 My Commission Ex fres November 4,2004 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Companies on this day of 2006 .O N D 11+V• •�%NG Co •. •�ixPt7gq:�9y. -o- �: :Z. :ry:r r �• ,Z �• .� s�r/ lii7�. 1$33 • Secretary 2003 a• NBC 0103 (4103) '•••' '•• :. PAYMENT BOND Bond No. TXC55523 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) William J. Schultz, Inc., dba Circle "C" Construction Company, as Principal herein, and (2) Merchants Bonding_Company (Mutual), a corporation organized and existing under the laws of the State of(3) Iowa, as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of*One Million, Eight Hundred Eighty Thousand, Thirty-Five and No/100* Dollars ($*1,880,035.00*} 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 , 2006, 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: Fort Worth Water & Sanitary Sewer Main Replacement to serve Baylor All Saints Medical Center Lot 1R, Block 1 of the All Saints Episcopal Hospital Addition — Water Proiect No. P264-609170045783; Sewer Project Na. P274-709170045783; City Project No. 00457; DOE Proiect No. 5374. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this day of , 2006. William J. Schultz,Inc., dba Circle"C" Construction Company PRINCIPAL A T: By: WA��4 - Name: William J. Schultz (Principal) Secietary Address: P. O.Box 40328 Fort Worth, TX 76110 Witness as to Principal Merchants Bop4ing Company(Mutual) SURETY ATTEST: By: Name: Sheryl A.Klutts ,Attorney-in-Fact Secretary _� -- Address: 2100 Fleur Drive i (SEAL) Des Moines,IA 50321-1158 .00-Awor Witness as to Surety,JohlMiffiffleir Telephone Number: 1-800-252-9656 NOTE: (1) Correct name of Principal(Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. POWER OF ATTORNEY Merchants Bonding Company (Mutual) Nations Bonding Company Bond No. TXC55523 KNOW ALL PERSONS BY THESE PRESENTS:That MERCHANTS BONDING COMPANY(MUTUAL)is a corporation duly organized under the laws of the Stale of Iowa,and that NATIONS BONDING COMPANY is a corporation duly organized under the laws of the State of Texas (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint John A.Miller, Sheryl A.Klutts,John A. Miller II and/or K.R. Harvey of Fort Worth and State of Texas their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION($5,000,000.00)DOLLARS and to mind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies,and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following bylaws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on November 16, 2002 and adopted by the Board of Directors of Nations Bonding Company on April 19,2003, "The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 1st day of May,2003. .... ...-0.a ••p N•D JIyC,• .'�O �M.o•• MERCHANTS BONDING COMPANY(MUTUAL) co 'A • q-,y�• NATIONS BONDING COMPANY a Z. 2003 �.t . •�a; �.y�. 1933 :� ey '•fid'A) . •••--•-•'� � :''d°• .1a, �, •,,w � ,• STATE OF IOWA ....... •'•'. ''•••••'• President COUNTY OF POLK ss. On this 1 st day of May,2003,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY;and that the seals affixed to the foregoing instrument are the corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of ties Moines, Iowa,the day and year first above written. MARILYN B®YD i� �F Commission Number 10012 My Commission Expires November 4,2004 Notary Public,Palk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Companies on this day of 2005 N D rN-. ''o\NG C�'�' •'�O'RPOq • RPOq �O9 , _ ;zi_t -o- b•��. :�:_ -o- c� :a' 1 S33 Secretary v— .O 2003 a. •. '� ` �y�'•• •Q�• i�NINY Wi e s 5 ' OFFS ••, � rainIs fu,ity NBC 0103 (4103) L'� I ,f` c?1 Ck�!-,wl rr,gn n . gym,"I 9 ° MAINTENANCE BOND Bond No.TXC55523 THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: That William L Schultz, Inc., dba Circle "C" Construction Company, ("Contractor"), as principal, and Merchants Bonding Company (Mutual), a corporation organized under the laws of the State of Iowa, ("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*One Million Eight Hundred Eighty Thousand Thi -Five and No/100*Dollars ($*1,880,035.00*), 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 2006, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Fort Worth Water & Sanitary Sewer Main Replacement to serve Baylor All Saints Medical Center Lot 1R, Block 1 of the All Saints Episcopal Hospital Addition; the same being referred to herein and in said contract as the Work and being designated as Project Number(s): Water Project No. P264-609170045783; Sewer Project No. P274-709170045783; City Project No. 00457; DOE Project No. 5374 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 a period of two (2) years after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of two(2) _years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, c 5 WHEREAS, said Contractor binds itself, upon receiving 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 is executed in 6 counterparts, each of which shall be deemed an original,this day of , A.D. 2006. ATTEST: William J. Schultz, Inc.,dba (SEAL) Circle"C"Construction Company Contractor t By: Secretary Name: William J. Schultz Title: President Address: P.O.Box 40328 Fort Worth,TX 76140 Witness as to Surety: Merchants Bgnotqg Com an (Mutual) (SEA Surety V --- P" By: Al John A.Miller Name: Sheryl A.Klutts Title: Attorney-in-Fact 2100 Fleur Drive Des Moines,IA 50321-1158 Address ROWER OF ATTORNEY Merchants Bonding Company (Mutual) Nations Bonding Company Bond No. TXC55523 KNOW ALL PERSONS BY THESE PRESENTS:That MERCHANTS BONDING COMPANY(MUTUAL)is a corporation duly organized under the laws of the State of Iowa,and that NATIONS BONDING COMPANY is a corporation duly organized under the laws of the State of Texas (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint John A. Miller, Sheryl A. Klutts,John A. Miller If and/or K.R. Harvey of Fort Worth and Slate of Texas their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead,to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION($5,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies,and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following bylaws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on November 16, 2002 and adopted by the Board of Directors of Nations Bonding Company on April 19,2003, "The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 1st day of May,2003. ..-.•. ....4•.. .•,tka CQ••. •• C)N �N •, .'�O.•••d 4,o•� MERCHANTS BONDING COMPANY(MUTUAL) �•'pRP09q.t?; 0� O�Q09q qy: NATIONS BONDING COMPANY �.�'. 21103 Via; :ya 1933 :NO sy L tib • STATE OF IOWA •••• President COUNTY OF POLK ss. On this 1st day of May,2003,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY;and that the seals affixed to the foregoing instrument are the corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Oficial Seal at the City of Des Moines,Iowa,the day and year first above written. fIN MARILYN B®YD Commission Number 10012 Aw My Commission Ex ires November 4,20114 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day nf 2006 ••�,. oN�PD0r9N•• • �.•. �NGPco 4`0#• d.'y•°•y. •. GO Z -O- ;�• •tom.-_ -fl- t3 O, 2003 a; • 1933 C• Secretary NBC 0103 (4103) ••••. b6M01 JORDN-M NG CO. Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) 6850 Austin Center Blvd. , Suite 200 P. 0. Box 26720 Austin, TX 78755-0720 (512) 343-9033 PART G- CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT THIS CONTRACT, made and entered into day of 2006 by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thercunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and William J. Schultz, Inc., dba Circle "C" Construction Company of the City of Fort Worth, County of Tarrant and State of Texas, Party of the Second Part, hereinafter termed"CONTRACTOR". WITNESSETH: That for and in consideration of payments and agreements hereinafter mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: Fort Worth Water& Sanitary Sewer Replacement to serve Baylor All Saints Medical Center Lot 1R, Block 1 of the All Saints Episcopal Hospital Addition Water Project No.: P264-6091.70045783; Sewer Project No. P274-709170045783; City Project No. 00457; DOE Project No. 5374 And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to compete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the Proposal. The Owner agrees to pay the Contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to mare payment on account thereof as provided therein. FYI IN WITNESS WHEREOF, the Parties of these presents have executed this Contract in counterparts in the year and day first above written. k CITY OF FORT WORTH, TEXAS (Owner) ATTEST: Party of the First Part By: Marc A. Ott,t3istantCity Manager City Secretary - ( SEAL) CONTRACTOR: William J. Schultz, Inc., dba Circle "C" Construction Company P. O. Box 40328 WITNESS: Fort Worth,TX 76140 ? B Y� Williarn X Schul Title: President k APPROVED: APPROVED A§; TO FO D LE LITY: AW � C A. Douglas Rademaker, P.E., Director Asst. ity A me Department of Engineering Conga t P►ut orizat:i.ora Date —� { OFFICIAkIl WORD � U P�� r APPENDIX A { Water&Sanitary Sewer Main Replacements to Serve Baylor All Saints Medical Center-Cores Core# Location Description Recommended Approved 7.00"Concrete(Compressive Strength 5684 PSI) Concrete Pavement i N14 of Mistletoe 159 West of 8th Ave. 13.00"Solid Rock Repair Re: 2000-2 7.00"Concrete(Compressive Strength 4884 PSI) Concrete Pavement 2 CL of Magnolia 109 West of 8th Ave. 13.00"Gray Clay wlGravel Repair Re: 2000-2 2.00"HMAC Asphalt Surface W1Conc.Base 3 Cl of Magnolia 100'East of 8ih Ave. 4.00"Concrete(Sample Damaged no PSI) Pavement Repair 12.09'Rock Repair Re:2000-1 B 2.00"HMAC Asphalt Pavement 4 CL of Morphy 75'East of 8th Ave. 13.00"Reddish Brown Sandy Clay wlGravel Repair Re: 2000-1A 5.00"Brown Clay wlGravel 1.50"HMAC Asphalt Pavement 5 CL of N.Enderly 600'West of Enderly PI. 6.50"Tan Sandy Clay wlGravel Repair Re: 2000-IA NIA 12.00"Brown Clay wlGravel 2.09'HMAC Asphalt Pavement 6 N74 of N.Enderly 250'West of Enderly PI, 8.00"Tan Sandy Clay wlGravel Repair Re: 2000-1A NIA 10.00"Reddish Brown Clay wlGravel 2.00"HMAC Asphalt Pavement 7 S14 of N.Enderly 50'West of Enderly PI. 10.00"Tan Sandy Clay wlGravel Repair Re: 2000-1A NIA 8.00"Reddish Brown Clay wlGravel 7.50'HMAC Asphalt Pavement 8 CL of E.Enderly 100'South of Enderly 12.50"Brown Sandy Clay wlGravel Repair Re: 2000-1A NIA 7.00"HMAC Asphalt Pavement 9 CL of E.Enderly 500'South of Enderly 11.00"Reddish Brown Sandy Clay wlGravel Repair Re: 2000-1A NIA 2.00"Brown Clay 2.50"HMAC Asphalt Pavement 10 1921 W.Morphy 8.50"Reddish Brown Snady Clay Gravel Stone Repair Re: 2000-1A 9.00"Brown Clay Gravel 2.00"HMAC Asphalt Pavement 11 39 E.of 8th Avenue at Myrtle 700"2:27(1106.0 PSI) Repair Re: 2000-1A 11.00"brown Sandy Clay Gravel Stone 2.00"HMAC Asphalt Surface WIConc.Base 12 70'W.of 7th at Myrtle 6.00"Concrete(3637.0 PSI) Pavement Repair r 12.00"Reddish Brown Sand Clay Gravel Stone Repair Re:2000-113 1.00"HMAC Asphalt Pavement 43 70'W.of Fairmont a1 Myrtle 150Y'Reddish Brown Sand Clay Gravel Stone Repair Re: 2000-1A 11.00"Brown Clay Gravel 6.00"HMAC Asphalt Pavement 14 59 E.of Enderly Street at W.Myrtle 14.09'Brown Clay Gravel Repair Re: 2000-1A &00"HMAC Asphalt Pavement 15 50'W.of Blh Avenue at W.Myrtle 14.00"Brown Clay Gravel Repair Re: 2000-1A 2.25"HMAC Asphalt Pavement 16 1425 W.Myrtle St.(NIS) 8.75"Sandy Tan Clay wlGravel&Rocks Repair Re- 2000-1A 9.00"Black Clay 4.00"HMAC Asphalt Pavement 17 30'E_of 6th Avenue at Myrtle St.(SIS) 4.00"Sandy Tan Clay wlGravel&Rocks Repair Re: 2000-1A 12.09'Brown Clay 3.00"HMAC Asphalt Surface WlConc.Base 18 1116 8th Avenue(WI4) 7.00"Concrete(6506.0 PSI) Pavement Repair 10.00"Lt.Gray Sandy Clay wlGravel&Stone Repair Re:2000-18 11.50"HMAC Asphalt Sufface WlConc.Base 19 1201 6th Avenue(CL) 3.50"Concrete(2439.0 PSI) Pavement Repair 5.00"Dark Gray Clay wlGravel&Stone Repair Re:2000-1 B 4.50"HMAC Asphalt Surface W/Cone.Base 20 1213 8th Avenue(EIS) 5.50"Concrete(Damaged) Pavement Repair 5.00"Gray Sandy Clay wlGravel&Stone Repair Re:2000-1 B 3.00"Gray Clay 3.00"HMAC Asphalt Surface WlConc.Base 21 50'S.of Magnolia Avenue(W14) 5.00"Concrete(4834.0 PSI) Pavement Repair 7.00"Yellowish Brown Sandy Clay wlGravel&Stone Repair Re:2000-1B 4.W'Lt Gray Clay wlGravel&Stone 8.50"HMAC Asphalt Sufface WlConc.Base 22 1325 8th Avenue(CIL) 3.50"Concrete(3200.0 PSI) Pavement Repair J 8.00"Dark Gray Sandy Clay wlGravel&Stone Repair Re:2000-1 B 1 hI-1 Water&Sanitary Sewer Main Replacements to Servo Baylor All Saints Medical Center-Cores Core# Location Description Recommended Approved 8.00"HMAC Asphalt Surface WlConc.Base 23 1417 8th Avenue(E!S) 4.00"Concrete(Damaged) Pavement Repair 8.00"Reddish Brown Sand Clay Gravel Stone Repair Re,2000-16 2.00"Reddish Brown Clay 3.00"HMAC Asphalt Surface W/Conc.Base 24 1425 8th Avenue(W14) 6.50"Concrete(6124.0 PSI) Pavement Repair 6.00"Very Pala Brown Sandy Clay wlGravel&Stone Repair Re:2000-1 B 4.50"Dark Gray Clay wlGravel&Stone 8.00"HMAC Asphalt Surface WlConc.Base 25 1601 8th Avenue(CIL) 3.50"Concrete(5291.0 PSI) Pavement Repair 8.50"Concrete(Broken) Repair Re:2000-1 B 4.00"HMAC 8.00"Concrete(4849.0 PSI) Asphalt Surface WIConc.Base 26 1604 8th Avenue(EIS) 7-00"Brown Sandy Clay wlGravel&Stone Pavement Repair 3.00"Dark Brown Clay Repair Re:2000-1B 3.00"Dark Brown Reddish Clay 3.00"HMAC Asphalt Surface WlConc_Base 27 1706 8th Avenue(M) 6.00"Concrete(6281.0 PSI) Pavement Repair 8.00"LI Gray Sandy Clay wlGravel&Clay Repair Re:2000-113 3,00"Dark Gray Clay wlGravel&Stone ( H-2 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: FW MEDICAL DISTRICT PHASE II 8" AVENUE DOE NO. : 4156 FUND CODE: 01 HOLE # I LAB NO: 28950 LOCATION: 1425 W. MYRTLE ST (NORTHSIDE) 2 . 25" HMAC 8 . 75" SANDY TAN CLAY W/GRAVEL & ROCKS 9. 00" BLACK CLAY ATTERBURG LIMITS: LL: 59. 4 PL: 29. 7 PI : 29. 7 SHRKG: 16. 0% MUNSELL COLOR CHART: 4/1 DARK GRAY CLAY UNIT WEIGHT: 134 . 0 #/CFT HOLE # 2 LAB NO: 28951 LOCATION: . 301 E. OF 6" ST @ MYRTLE ST (SOUTHSIDE) 4 . 00" HMAC 4 . 00" SANDY TAN CLAY W/GRAVEL & ROCKS 12 . 00" BROWN CLAY i ATTERBURG LIMITS: LL: 55. 5 PL: 30 . 3 PI : 25.2 SHRKG: 16 . 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 3 LAB NO: 28952 LOCATION: 1116 8" AVENUE (WEST QUARTER) 3 . 00" HMAC 7 . 00" CONCRETE (6506. 0 PSI). 10 . 00" LT GRAY SANDY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL. 20 . 1 PL: 12 . 2 PI : 9. 9 SHRKG: 4 . 0o MUNSELL COLOR CHART: 6/2 PINKISH GRAY SAND UNIT WEIGHT: N/A #/CFT HOLE # 4 LAB NO: 28953 LOCATION: 1201 8TH AVENUE (CENTER LINE) 11 . 50" HMAC 3 . 50" CONCRETE (2439 . 0 PSI) 5. 00" DARK GRAY CLAY W/GRAVEL & STONE . ATTERBURG LIMITS.: LL: 32 . 8 PL: 18 . 3 PI : 14 . 5 S-HRKG: 9. 0% MUNSELL COLOR CHART: 5/2 BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT 2 DOE NO. 4156 HOLE # 5 LAB NO: 28954 LOCATION: 1213 8TH AVENUE (EAST SIDE) 4 . 50" HMAC 5. 50" CONCRETE (DAMAGED) 5 . 00" GRAY SANDY CLAY W/GRAVEL & STONE 3 . 00" GRAY CLAY ATTERBURG LIMITS : LL: 32. 4 PL: 17 . 9 PI : 14 . 5 SHRKG: 9 . 0% MUNSELL COLOR CHART: 7/2 LIGHT GRAY SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 6 LAB NO: 28955 LOCATION: 50' S. OF MAGNOLIA AVENUE (WEST QUARTER) 3 . 00" HMAC 6. 00" CONCRETE (4834 . 0 PSI) 7 . 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL & STONE 4 . 00" LT GRAY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 26. 5 PL: 16. 0 PI : 10 . 5 SHRKG: 4 . 0% MUNSELL COLOR CHART: 7/4 VERY PALE BROWN SANDY CLAY UNIT WEIGHT : N/A #/CFT HOLE # 7 LAB NO: 28956 LOCATION: 1325 8TH AVENUE (CENTERLINE) 8 . 50" HMAC 3. 50" CONCRETE (3200 . 0 PSI) 8 . 00" DARK GRAY SANDY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 33 . 2 PL: 24 . 8 P1 : 8 . 4 SHRKG: 4 . 0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 8 LAB NO: 28957 LOCATION: 1417 8TH AVENUE (EAST SIDE) 8 . 00" HMAC 4 . 00" CONCRETE (DAMAGED) 8 . 00" REDDISH BROWN SAND CLAY GRAVEL STONE 2 . 00" RIDDISH BROWN CLAY ATTERBURG LIMITS: LL: 31 . 1 PL: 18 . 2 PI : 12 . 9 SHRKG: 8 . 0o MUNSELL COLOR CHART: 7/4 VERY PALE BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 9 LAB NO: 28958 LOCATION: 1425 $TH AVENUE (WEST QUARTER) 3 . 00" HMAC 6. 50" CONCRETE (6124 . 0 PSI) 6. 00" VERY PALE BROWN SANDY CLAY W/GRAVEL & STONE 4 . 50" DARK GRAY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 30. 6 PL: 16. 3 PI : 14 . 3 SHRKG: 8 . 0a MUNSELL COLOR CHART: 8/3 PALE BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT ( 3 DOE NO. 4156 HOLE # 10 LAB NO: 28959 LOCATION: 1601 8T AVENUE (CENTERLINE) 8 . 00" HMAC 3. 50" CONCRETE (5291 . 0 PSI) 8 . 50" CONCRETE (BROKEN) ATTERBURG LIMITS: LL: N/A PL: N/A PI: N/A SHRKG: N/Ao MUNSELL COLOR CHART: N/A UNIT WEIGHT: N/A #/CFT HOLE # 11 LAB NO: 28960 LOCATION: 1604 8T" AVENUE (EAST SIDE) 4 . 00" HMAC 6. 00" CONCRETE (4849. 0 PSI) 7-. 00" BROWN SANDY CLAY W/GRAVEL & STONE 3 . 00" DARK BROWN CLAY 3. 00" DARK BROWN REDDISH CLAY ATTERBURG LIMITS: LL: 51 . 5 PL: 25 . 9 PI: 25 . 6 SHRKG: 16. 0% MUNSELL COLOR CHART: 5/4 YELLOWISH BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 12 LAB NO: 28961 LOCATION: 1706 8TI AVENUE (WEST QUARTER) 3 . 00" HMAC 6. 00" CONCRETE (6281. 0 PSI) 8 . 00" LT GRAY SANDY CLAY W/GRAVEL & CLAY 3. 00" DARK GRAY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 32 . 7 PL: 19. 6 PI : 13. 1 SHRKG: 8 . 0% MUNSELL COLOR CHART: 4/2 DARK GRAYISH BROWN SANDY CLAY F UNIT WEIGHT: N/A #/CFT HOLE # 13 LAB NO: 28962 LOCATION: 80` S. OF PARK PLACE AVE (TRAFFIC LIGHT) (CENTERLINE) 6. 50" HMAC 4 . 50" CONCRETE (5716. 0 PSI) 9 . 50" DARK GRAY CLAY GRAVEL STONE ATTERBURG LIMITS: LL: 54 . 5 PL: 30. 2 PI : 24 . 3 SHRKG: 16. 0% MUNSELL COLOR CHART: 5/3 PALE BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 14 LAB NO: 28963 LOCATION: 1821 8�"' AVENUE (EASTSIDE) 4 . 00" HMAC 6. 50" CONCRETE (6376. 0 PSI) 8 . 50" BROWN SANDY CLAY GRAVEL ATTERBURG LIMITS: LL: 56. 6 PL: 33. 3 PI : 23 . 3 SHRKG: 15. 0% MUNSELL COLOR CHART: 5/3 BROWN CLAY UNIT WEIGHT: N/A #/CFT { 4 DOE NO. 4156 HOLE # 15 LAB NO: 28964 LOCATION: 1830 87a AVENUE (WEST QUARTER) 3 . 00" HMAC 6. 50" CONCRETE (6294 . 0 PSI) 6. 50" VERY PALE BROWN SANDY CLAY W/GRAVEL & STONE ATTERBURG LIMITS : LL: 27 . 4 PL: 15. 7 PI : 11 . 7 SHRKG: 6. 0% MUNSELL COLOR CHART: 6/2 PINKISH GRAY SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 16 LAB NO: 28965 LOCATION: 100' S. OF W. RICHMOND AVE (CENTERLINE) 5 . 00" HMAC 6. 50" CONCRETE (5041 . 0 PSI) 7 . 50" DARK GRAY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 43. 4 PL: 24 . 0 PI : 19. 4 SHRKG: 13 . 0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 17 LAB NO: 28966 LOCATION: 1919 8" AVE (EASTSIDE) 4 . 00" HMAC 8 . 50" CONCRETE ( 6934 ..0 PSI) 8 . 50" BROWN SANDY CLAY GRAVEL ATTERBURG LIMITS: LL: 42 . 3 PL: 23. 6 PI : 18 . 7 SHRKG: 11. 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 18 LAB NO: 28967 LOCATION: 2001 8Tx AVE (NORTH QUARTER) 3 . 00" HMAC 9 . 00" CONCRETE (69.13 . 0 PSI) 9. 00" LT GRAY SANDY CLAY W/GRAVEL & STONE ATTERBURG LIMITS : LL: 29. 9 PL: 16. 6 PI: 13. 3 SHRKG: 8 . 0% MUNSELL COLOR CHART: 6/3 LIGHT BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE #- 19 LAB •NO: 28968 LOCATION: 2115 8 T AVE (CENTERLINE) 5 . 00" HMAC 9 . 00" CONCRETE ( 6913 . 0 PSI) 2 . 00" GRAY CLAY GRAVEL 6. 00" YELLOWISH BROWN SHADY CLAY ATTERBURG LIMITS : LL: 31. 5 PL: 17 . 2 PI: 14 . 3 SHRKG: 10 . 00 MUNSELL COLOR CHART: 7/2 LIGHT GRAY SANDY CLAY UNIT WEIGHT: N/A #/CFT J 5 DOE NO. 4156 HOLE # 20 LAB NO: 28969 LOCATION: 2115 8�� AVE (EASTSIDE) 4 . 00" HMAC, 10 . 00" CONCRETE ( 6180 . 0 PSI) 8 . 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS : LL: 30 . 1 PL: 17 . 3 PI: 12 . 8 SHRKG: 8 . 0% MUNSELL COLOR CHART: 8/6 VERY PALE BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 21 LAB NO: 28970 LOCATION: 300' S. OF MITCHELL (WEST QUARTER) 3 . 25" HMAC 7 . 75" CONCRETE (6756. 0 PSI) 9 . 00" GRAY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 43 . 6 PL: 23. 9 PI: 19. 7 - SHRKG: 10 . 00 MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE .# 22 LAB NO: 28971 LOCATION: 2255 8T' AVE (CENTERLINE) 4 .50" HMAC 8 . 00" CONCRETE (6962 . 0 PSI) 8 . 50" YELLOWISH BROWN SANDY CLAY W/GRAVEL STONE ATTERBURG LIMITS: LL: 19 . 7 PL: 11. 8 PI: 7 . 9 SHRKG: 3 . 0% MUNSELL COLOR CHART: 7/6 REDDISH YELLOW SAND UNIT WEIGHT: N/A #/CFT HOLE # 23 LAB NO: 28972 LOCATION: 2263 8TI AVE (EAST QUARTER) 3. 00" HMAC 7 . 00" CONCRETE (6777 . 0 PSI) 5. 00" BROWN SANDY CLAY GRAVEL STONE r 5. 00" GRAY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 43 . 1 PL: 24 . 2 PI : 18 . 9 SHRKG: 13. 0% MUNSELL COLOR CHART: ' 7/2 LIGHT GRAY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 24 LAB NO: 28973 LOCATION: 10' N. OF JESSAMINE @ 8TH (WEST QUARTER) 4 . 50" HMAC 8 . 00" CONCRETE (7505 . 0 -PSI) 6. 50" YELLOWISH BROWN SANDY CLAY W/GRAVEL & STONE 3. 00" GRAY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 44 . 9 PL: 21. 5 PI : 23. 4 SHRKG: 14 . 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: N/A #/CFT { 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST -HOLE AND PLASTICITY INDEX PROJECT: FW MEDICAL DISTRICT PHASE II DOE NO. : 4156 FUND CODE: 01 HOLE # 25 LAB NO: 26877 LOCATION: 20' E. OF LESLIE ST @ BECKHAM PL. (CENTERLINE) 2 . 00" HMAC 12 . 00" REDDISH BROWN SAND GRAVEL & ROCKS 6. 00" BROWN CLAY ATTERBURG LIMITS: LL: 26. 0 PL: 13 . 8 PI : 12. 2 SHRKG: 7 . 0% MUNSELL COLOR CHART: 6/3 PALE BROWN SANDY CLAY UNIT WEIGHT: 133. 0 #/CFT HOLE # 26 LAB NO: 26878 LOCATION: 10' W. OF- LESLIE @ BECKHAM (SOUTHSIDE) 2 . 00" HMAC 7 . 00" CONCRETE (1818 . 0 PSI) 11 . 00" BROWN SANDY CLAY f ATTERBURG LIMITS: LL: 22 . 6 PL: 16. 1 PI: 6. 5 SHRKG: 4 . 0% MUNSELL COLOR CHART: 6/6 BROWNISH YELLOW SAND UNIT WEIGHT: N/A #/CFT HOLE # 27 LAB NO: 26879 LOCATION: 1921 W. MORPHY (CENTERLINE) 2. 50" HMAC 8. 50" REDDISH BROWN SANDY CLAY GRAVEL STONE 9. 00" BROWN CLAY GRAVEL ATTERBURG LIMITS: LL: 42 . 6 PL: 22 . 1 PI : 20 . 5 SHRKG: 13. 0% MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 135. 0 #/CFT HOLE # 28 LAB NO: 26880 - LOCATZON: 30' N_ OF MISTLETOE BLVD. @ LESLIE (CENTERLINE) 2. 00" HMAC 10. 00" REDDISH BROWN SANDY CLAY GRAVEL STONE $. 00" REDDISH BROWN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 30. 1 PL: 15. 3 PI: 14 . 8 SHRKG: 8 . 0% MUNSELL COLOR CHART: 6/3 LIGHT BROWN SANDY CLAY UNIT WEIGHT: 133. 0 #/CFT r z DOE NO. 4156 ` HOLE # 29 LAB NO: 26881 LOCATION: 1208 LESLIE (EAST LINE) 3 . 50" HMAC 8 . 50" 2 : 27 (1107-0 PSI) 8 . 00" REDDISH BROWN SAND ATTERBURG LIMITS : LL: 27 . 2 PL: 12. 6 PI : 14 . 6 SHRKG: 6. 0% MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 135 . 0 #/CFT HOLE # 30 LAB NO: 26882 LOCATION: 200' N. OF W. MURPHY @ LESLIE (WEST SIDE) 3. 00" HMAC 12 . 00" REDDISH BROWN SANDY CLAY GRAVEL STONE 5. 00" REDDISH BROWN CLAY ATTERBURG LIMITS : LL: 39. 0 PL: 19. 3 PI: 19. 7 SHRKG: 10. 0% MUNSELL COLOR CHART: 8/2 VERY PALE BROWN CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 31 LAB NO: 26883 LOCATION: 30' E. OF 8TH @ MYRTLE (SOUTH SIDE) 2 . 00" HMAC 7 . 00" 2 : 27 (1106. 0 PSI) 11. 00" BROWN SANDY CLAY W/GRAVEL & STONE ATTERBURG LIMITS: LL: 15 . 2 PL: 12. 1 PI: 3 . 1 SHRKG: 2. 0% { MUNSELL COLOR CHART: 7/2 LIGHT GRAY SAND UNIT WEIGHT: 131 . 0 #/CFT HOLE # 32 LAB NO: 26884 LOCATION: 70' W. OF 7TH @ MYRTLE (SOUTH SIDE) 2. 00" HMAC 6. 00" CONCRETE (3637 . 0 PSI) 12. 001"' REDDISH BROWN SANDY CLAY GRAVEL STONE ATTERBURG LIMITS : LL: 39. 4 PL: 23. 9 PI: 15. 5 SHRKG: 12 . 0% MUNSELL COLOR CHART: 4/3 BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 33 LAB NO: 26885 LOCATION: 70' W. OF FAIRMOUNT @ MYRTLE (NORTH SIDE) 1. 00" HMAC 8. 50" REDDISH BROWN SANDY CLAY GRAVEL STONE 11. 00" BROWN CLAY W/GRAVEL ATTERBURG LIMITS : LL: 38 . 6 PL: 23 . 9 PI: 14 . 7 SHRKG: 10 . 090- MUNSELL .0 . 0%MUNSELL COLOR CHART: 5/2 GRAY BROWN. SANDY CLAY UNIT WEIGHT: 130. 0 #/CFT r b DOE NO. 4156 APPPROVAL: - 2 - N JERI ROUTING .DATE TESTED: 12-30-03 DATE REPORTED: 01-05-04 ABE CALDERON ENGINEER: L. CONLON L. CONLON TESTED BY: KOCH i CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: N. ENDERLY DOE NO.-: 4013 FUND CODE: 01 HOLE # 1 LAB NO: 24832 LOCATION: CL OF N. MMERLY 600' WEST OF ENDERLY PL. 1 . 50" HMAC . 6. 50" TAN SANDY CLAY W/GRAVEL 12. 00" BROWN CLAQY W/GRAVEL ATTERBURG LIMITS: LL: 32. 3 PL: 17.3 PI:. 15. 0 SHRKG: 10. 00 MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 132. 0 #/CFT HOLE # 2 LAB NO: 24833 LOCATION: N/4 OF N. ENDERLY 250' WEST OF ENDERLY PL. 2 . 00" HMAC . _::�:l 8 . 00" TAN SANDY CLAY W/GRAVEL 10. 00" REDDISH BROWN CLAY W/GRAVEL ATTERBURG -LIMI-TS: ILL: 40. 5 PL: 22. 3 PI : 18 .2 SHRKG: 13. 0% MUNSELL COLOR. CHART: 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 133. 0 #/CFT HOLE # 3 LAB NO: 24834 LOCATION: S/4 OF N. ENDERLY 50' WEST OF ENDERLY PL. 2. 00" HMAC 10. 00" TAN SANDY CLAY W/GRAVEL 8 . 00" REDDISH BROWN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 33. 5 -PL: 17 . 6 PI: 1.5. 9 SHRKG: 11. 0% MUNSELL COLOR CHART: 6/4. LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 133. 0 #/CFT APPPROVAL: ®RYIERI ROUTING DATE TESTED: 09-30-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON - TESTED BY: SOIL LAB LIAM CONLIN FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR • TEST HOLE AND PLASTICITY INDEX PROJECT: E. ENDERLY DOE NO. : 4013 FUND CODE: 01 HOLE. # . 1 LAB NO: 24856 LOCATION: CL OF E. ENDERLY 100' EAST OF ENDERLY 7 . 50" HMAC 12. 50" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 26. 8 PL: 14 , 9 PI: 11. 9 SHRKG: 7. 0%MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 2 LAB NO: -24857 LOCATION: CL OF E. EIdDERLY. 500► EAST OF ENDERLY 7. 00" HMAC 11. 00" REDDISH BROWN SANDY CLAY W/GRAVEL 2. 00" BROWN CLAY ATTERBURG LIMITS: LL: 33. 4 - PL: 18. 3 PI : 15. 1 SHRKG: 10. 0% . MUNSELL COLOR CHART: 6/3_ PALE BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT APPPROVAL: ,. Y JERI ROUTING - DATE TESTED: 09-23-03 JOSEPH GAGLIARDI DATE REPORTED: 10--17-03 ABE CALDERON TESTED BY: SOIL LAB - LIAM CONLIN FILE . f i CITY OF FORT WORTH CONSTRUCTION SERVICES 4 LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: JESSAMINE DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB NO: 24853 LOCATION: S/4 OF JESSAMINE 250► EAST OF 8TH AVE. 6. 00" CONCRETE (COMPRESSIVE STRENGTH 4903 PSI) 2. 00" TYPE B HMAC 12 . 00" GRAYISH BROWN CLAY W/GRAVEL - ATTERBURG LIMITS: LL: 40. 8 PL: 22 . 7 PI: 1$ .1 - SHRKG: 12. 0i - T COLOR CHART: 6/1 GRAY CLAY UNIT -WEIGHT: N/A #/CFT - APPPROVAL: Y �JERI � ROUTING - { DATE TESTED: 09-23-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17--03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN FILE f - I CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WINDSOR PLACE DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB NO: 24850 LOCATION: N/4 OF WINDSOR PL. I00' WEST OF 8" AVE. 2 . 00" HMAC 12 . 00" STABILIZED MATERIAL 6. 00" BROWN CLAY W/GRAVEL ATTERBURG LIMITS: -LL: 28 . 5 PL: 17.2 PI: 11. 3 SHRKG: 6. 0% MUNSELL COLOR CHART: 5/3 BROWN SANDY CLAY UNIT WEIGHT: 133. 0 #/CFT 1HOLE # 2 LAB NO: 24851 LOCATION: CL OF WINDSOR PL. 400' WEST OF 8' AVE-_ 3600" HMAC 14 . 00" STABILIZED MATERIAL 3 . 00" BROWN CLAY W/GRAVEL [HOLE TTERBURG LIMITS: LL: 50. 8 'PL: 19.2 PI: 31. 6 . SHRKG: 14 . 0% UNSELL COLOR CHART: 6/1 GRAY_ CLAY NIT WEIGHT: 138.0 #/CFT # 3 LAB_ NO: 24852 LOCATION: S/4 OF WINDSOR PL. 20" EAST OF STANLEY 2 . 50" HMAC 16. 50" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 34 .3 PL: 28 . 4 PI: 5. 9 SHRKG: 4 . 0% MUNSELL COLOR CHART: 5/3 BROWN SAND UNIT WEIGHT: 135. 0 #/CFT APPPROVAL: R OJER ROUTING y DATE TESTED: 09-23--03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN .FILE r - 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: PARK PLACE DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB NO: 24846 LOCATION: CL' OF PARK. PL. 100' WEST OF 87H AVE. 5 . 00" HMAC 2 . 50" ROCK 8 . 50" LIGHT BROWN_ SANDY CLAY W/GRAVEL 4 . 00" BROWN CLAY ATTERBURG LIMITS: LL: 45. 7 PL: 27. 0 PI: 18. 7 SHRKG: 12 . 0% MUNSELL COLOR CHART: 5/4 YELLOWISH BROWN CLAY UNIT WEIGHT: 146.0 #/CFT - HOLE # 2 LAB NO: 24847_ LOCATION:. CL OF PARK PL. 150' EAST OF 8T" AVE. .2 . 00" HMAC 18 . 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 46. 9 PL: 33.5 PI : 13. 4 SHRKG: 8 . 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY SANDY CLAY UNIT WEIGHT: 133. 0 #/CFT APPPROVAL: OERRI '' _ ROUTING DATE TESTED: 09-26-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM -CONLIN FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: ALLEN DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB . NO: 24843 LOCATION: CL OF ,ALLEN 125' FAST OF 8T$ AVE 7 . 00" HMAC 13. 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 37. 9 PL: 31 . 4 PI: 6. 5 SHRKG: 3•. 0% MUNSELL COLOR CHART: 5/3 BROWN SAND UNIT WEIGHT: 146. 0 #/GFT HOLE # 2 - LAB NO: 24844 rATTERBURG : CL OF ALLEN 100' WEST OF 8T$ AVE. MAC ONCRETE -(COMPRESSIVE -STRENGTH 4969 PSI) ROWN .CLAY W/GRAVEL LIMITS: LL: 40. 3 PL: 22. 4 PI : 17 . 9 SHRKG: 11. 0% COLOR CHART: 5/2 GRAYISH BROWN CLAY GHT: N/A #/CFT APPPROVAL: RY JERI ROUTING DATE- TESTED: 09-26--03 JOSEPH GAGLIARDI DATE. REPORTED: 10-17-03 ABE CALDERON- TESTED BY: SOIL LAB . LIAM CONLIN FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MAGNOLIA DOE NO. : 4013 FUND CODE: 01 HOLE, # 1 LAB NO: 24840 LOCATION: CL OF .MAGNOLIA 100' WEST OF 8TH AVE. 7 . 00" CONCRETE (COMPRESSIVE STRENGTH 4884 PSI) 13 . 00" GRAY CLAY W/GRAVEL ATTERBURG LIMITS: LL: -30. 7 PL: 19. 7 PI: 11. 0 SHRKG: 6. 0% MUNSELL COLOR CHART: 4/1 DARK GRAY SANDY CLAY UNIT WEIGHT: 146. 0' #/CFT HOLE # 2 LAB. NO 24$41 LOCATION: CL OF MAGNOLIA 100' EAST OF 8' AVE. 2. 00" HMAC 4. 00" CONCRETE (SAMPLE DAMAGED NO PSI) 12. 00" ROCK ATTERBURG LIMITS: LL: PL: PI: SHRKG: a MUNSELL 'COLOR CHART: ( UNIT WEIGHT: N/A #/CFT APPPROVAL: , RY JERI ROUTING DATE TESTED: 09-29--03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN FILE { CITY OF FORT WORTH CONSTRUCTION SERVICES . LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MORPHY DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB NO: 24842 LOCATION: CI„ OF MORPHY 75' EAST OF STa AVE. 2 .00" HMAC 1.3. 00" REDDISH BROWN SANDY CLAY W/GRAVEL 5..00" BROWN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 26.2 PL: 16. 1 PI: 10. 1 SHRKG: 5. 0% MUNSELL COLOR CHART: 5/3 BROWN SANDY CLAY_ UNIT WEIGHT: 133. 0 #k/CFT APPPROVAL:' " RY JERI � ROUTING ` DATE TESTED: 09-29-03. JOSEPH GAGLIARDI DATE REPORTED: 10--17-03 ABE CALDERON •TESTED BY: .SOIL LAB LIAM CONLIN FILE i - 1 CITY OF FORT WORTH CONSTRUCTION SERVICES 5 LABORATORY RESULTS FOR _ TEST HOLE AND PLASTICITY INDEX PROJECT: OLEANDER DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB NO 24836 LOCATION: CL OF OLEANDER 50' WEST OF 8"R AVE. 1. 00" HMAC . 5. 00" CONCRETE (.SAMPLE DAMAGED NO PSI) 14 . 00" BROWN CLAY W/GRAVEL ATTERBURG LIMITS: . LL: 25.3 PL: 16. 3 PI: ' 9. 0 SHRKG: 5. 0% MUNSELL COLOR CHART: 6/4 LIGHT BROWN SANDY CLAY UNIT -WEIGHT: N/A #/CFT HOLE # 2 LAB NO: 24837 LOCATION: N/4. OF OLEANDER 300' WEST Off' 8TH AVE. 2. 06- HMAC 5.00" CONCRETE (COMPRESSIVE STRENGTH 4698 PSI) 13 .00." BROWN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 28. 4 PL: 15 . 6 PI: 12. 8 SHRKG: 7 .0% ` MUNSELL COLOR CHART: 7/3 PINK SANDY CLAY UNIT WEIGHT: N/A .#/CFT HOLE # 3 LAB NO: 24838 LOCATION: S/4 OF OLEANDER 50' EAST of 918 AVE. 2 . 00" HMAC 5. 00" CONCRETE .(COMPRESSIVE STRENGTH 4116 PSI) 13. 00" REDDISH BROWN CLAY- W/GRAVEL - ATTERBURG LIMITS: LL: 39. 1 -PL: 19. 9 PI: 19.2 SHRKG: 12 . 0% MUNSELL COLOR CHART: 6/4- LIGHT BROWN- CLAY UNIT- WEIGHT: N/A #/CFT APPPROVAL: ®RYERIROUTING' DATE TESTED: 09-29--03 JOSEPH GAGLIARDI DATE REPORTED: 10•-17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN . FILE t - l CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE- AND PLASTICITY INDEX PROJECT: 8TH AVENUE DOE NO. : 4013 FUND CODE: 01 HOLE ## 1 LAB NO: 24855 LOCATION: CL OF 8TH AVE. 100' WEST OF MITCHELL 7 . 00" HMAC 13. 00" LIGHT BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 19. 6 PL: 11'. 5 PI: 8.-1 SHRKG: 5 . 0% MUNSELL COLOR CHART: 7/3 PINK SANDY CLAY UNIT WEIGHT: 146. 0 #/CFT APPPROVAL: RY JERI `G` ROUTING DATE TESTED: 09-23-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17--03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN FILE - 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: ARLINGTON DOE NO. : 4013 FUND CODE: 01 IAYUNIT OLE 1 LAB NO: 24849 OCATION: CL OF ARLINGTON 250' EAST OF 8TH AVE. 5. 00" HMAC 5. 00" LIGHT TAN SANDY CLAY W/GRAVEL TTERBURG LIMITS: LL: 35. 4 PL: 24 . 9 PI: 10.5 SHRKG: 5. 0% UNSELL. COLOR CHART: 7/3 PINK SANDY CLAY WEIGHT: 146. 0 #/CFT APPPROVAL: R JERI ROUTING DATE TESTED: 09-24-03 - JOSEPH GAGLIARDI DATE REPORTED: 10--17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN FILE r - 1 CITY OF FORT .WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: RICHMOND DOE NO. : 4013 FUND CODE: 01 HOLE # 1 LAB NO: 24848 LOCATION: CL OF RICEMOND 250' EAST OF 8Ta AVE. 7. 00" HMAC 13. 00" BROWN CLAY ATTERBURG LIMITS: LL: 52. 7 PL: 32 . 7 PI: 20 . 0 SHRKG: 20. 0 MUNSELL COLOR CHART: 6/3 PALE. BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT APPPROVAL: RJERI ROUTING DATE TESTED: 09--24-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM -CONLIN FILE t - " 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MISTLETOE DOE NO. : 4013 FUND CODE:. 01 HOLE # I LAB NO: 24839 LOCATION: N/4 OF misTLETOE 150' WEST OF 8xa AVE. 7 . 00" CONCRETE (COMPRESSIVE STRENGTH 5684 PSI) 13.00" SOLID ROCK ATTERBURG LIMITS: LL: PL: PI: SHRKG: % MUNSELL COLOR CHART: UNIT WEIGHT': #/CFT APPPROVAL: Ry JERI ROUTING DATE TESTED:. 09--29-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON TESTED BY: SOIL LAB LIAM CONLIN FILE - 1 CITY OF FORT WORTH CONSTRUCTION SERVICES i LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MORPHY DOE NO. : 4013 FUND CODE: 01 F LE # 1 LAB NO: 24835 CATION: CL• OF MORPHY 30' EAST OF LESLIE . 00" HMAC. 00" CONCRETE (COMPRESSIVE STRENGTH 1362 PSI) 8 . 00" RED SAND' ATTERBURG LIMITS: LL: 20. 3 PL: 14 .2 PI: 6. 1 SHRKG: 2. 0% MUNSELL COLOR CHART: BROWNISH YELLOW SAND UNIT WEIGHT: N/A #/CFT APPPROVAL: RgJE ROUTING DATE TESTED: 09-30-03 JOSEPH GAGLIARDI DATE REPORTED: 10-17-03 ABE CALDERON TESTED BY: SOIL -IAB LIAM CONLIN FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: BAYLOR PHASE II MYRTLE DOE NO. : 4156 FUND CODE: 01 HOLE # 1 LAB NO: 26502 LOCATION: 50' E. OF ENDERLY STREET @ W. MYRTLE (SIS) 6. 00" HMAC 14 . 00" BROWN CLAY GRAVEL ATTERBURG LIMITS: LL: 39 .2 PL: 24 . 1 PI : 15 ..1 SHRKG: 9. 0% MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 146 #/CFT (4" HMAC) HOLE # 2 LAB NO: 26503 LOCATION: 50'- W. OF 8" AVENUE @ W. MYRTLE (NIS) 6. 00" HMAC 14 . 00" BROWN CLAY GRAVEL ATTERBURG LIMITS: LL: 42 . 3 PL: 23 . 1 PI : 19.2 SHRKG: 13 . 0% MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT (4" HMAC) HOLE # 3 LAB NO: 26504 LOCATION: 30' S_ OF W. MORPHY @ LESLIE COURT (CL) 2. 00" HMAC 10. 00" REDDISH BROWN SANDY CLAY GRAVEL STONE 8. 00" REDDISH BROWN CLAY ATTERBURG LIMITS: LL: 52 . 3 PL: 29 . 0 Pl: 23 . 3 SHRKG: 16. 0% MUNSELL COLOR CHART: 5/4 YELLOWISH BROWN CLAY UNIT WEIGHT: 129. 0 #/CFT HOLE # 4 LAB NO: 26505 - LOCATION: 250' S. OF W. MORPHY @ LESLIE COURT (E/S) 2 . 50" HMAC 12. 50" REDDISH BROWN 5. 00" REDDISH BROWN CLAY ATTERBURG LIMITS: LL: 58 . 2 PL:, 29. 6 PI: 28. 6 SHRKG: 18 . 0% MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 133. 0 #/CFT 2 .:DOE NO. 4156 APPPROVAL: R JERK ROUTING DATE TESTED: 11-19--03 DATE REPORTED: 11-21-03 ABE CALDERON ENGINEER: L. CONLON SUPERINENDENT TESTED BY: KOCH INSPECTOR FILE f f.. CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR fi TEST HOLE AND PLASTICITY INDEX PROJECT: FW MEDICAL DISTRICT PHASE II BECKHAM DOE NO. : 4156 FUND CODE: 01 HOLE # 1 LAB NO: 26877 LOCATION: 20' E. OF LESLIE STREET @ BECKHAM PL. (C/L) s 2 . 00" HMAC 12 . 00" REDDISH BROWN SAND GRAVEL STONE 6. 00" BROWN CLAY ATTERBURG LIMITS: LL: 26. 0 PL: 13. 8 PI: 12 .2 SHRKG: 7 . 0% MUNSELL COLOR CHART: 6/3 PALE BROWN SANDY CLAY UNIT WEIGHT: 133. 0 #/CFT HOLE # 2 LAB NO: 26878 LOCATION: 10' W. OF LESLIE @ BECHAM (SIS) 2 . 00" HMAC 7 . 00" CONCRETE (1818. 0 PSI) 11. 00" BROWN SANDY CLAY ATTERBURG LIMITS: LL: 22. 6 PL: 16. 1 PI: 6. 5 SHRKG: 4 . 0% MUNSELL COLOR CHART: 6/6 BROWNISH YELLOW SAND UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 26879 LOCATION: 1921 W. MORPHY (C/L) 2 .50" HMAC 8 . 50" REDDISH BROWN SANDY CLAY GRAVEL STONE 9. 00" BROWN CLAY GRAVEL ATTERBURG LIMITS: LL: 42. 6 PL: 22. 1 PI : 20 . 5 SHRKG: 13. 00 MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 135. 0 #/CFT HOLE # 4 LAB NO: 26880 LOCATION 30' N. MISTLETOE BLVD. @ LESLIE (C/L) 2 . 00" HMAC 10 . 00" REDDISH BROWN SANDY CLAY GRAVEL STONE 8 . 00" REDDISH BROWN CLAY GRAVEL ATTERBURG LIMITS: LL: 30. 1 PL: 15. 3 PI: 14 . 8 SHRKG: 8 . 0% MUNSELL COLOR CHART: 6/3 LIGHT BROWN SANDY CLAY UNIT WEIGHT: 133. 0 #/CFT 2 DOE NO. 4156 HOLE # 5 LAB NO: 26881 LOCATION: 1208 LESLIE (E/S) 3. 50" HMAC 8 . 50" 2: 27 (1107--0 PSI) 8 . 00" REDDISH BROWN SAND ATTERBURG LIMITS: LL: 27 . 2 PL: 12 . 6 PT: 14 . 6 SHRKG: 6. 04 MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 135. 0 #/CFT HOLE # 6 LAB NO: 26882 LOCATION: 200' N. OF W. MORPHY @ LESLIE (W/S) 3. 00" HMAC 12 . 00" REDDISH BROWN SANDY CLAY GRAVEL STONE 5. 00" REDDISH BROWN CLAY ATTERBURG LIMITS: LL: 39. 0 PL: 19. 3 PI: 19. 7 SHRKG: 10. 00 MUNSELL COLOR CHART: 8/2 VERY PALE BROWN CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 7 LAB NO: 26883 LOCATION: 30' E. OF 8" @ MYRTLE (SIS) 2. 00" HMAC 7 . 00" 2 : 27 (1106. 0- PSI) 11. 00" BROWN SANDY CLAY GRAVEL STONE ATTERBURG LIMITS: LL: 15.2 PL: 12. 1 PI: 3. 1 SHRKG: 2. 0% f MUNSELL COLOR CHART: 7/2 LIGHT GRAY SAND UNIT WEIGHT: 131. 0 #/CFT HOLE # 8 - LAB NO: 26884 LOCATION: 70' W. OF 7"" @ MYRTLE (SIS) 2 . 00" HMAC 6. 00" CONCRETE (3637. 0 PSI) I2 . 00" REDDISH BROWN SAND CLAY GRAVEL STONE ATTERBURG LIMITS: LL: 39. 4 PL: 23'. 9 PI: 15. 5 SHRKG: 12. 00 MUNSELL COLOR CHART: 4/3 BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 9 LAB NO: 26885 LOCATION: 701 W- OF FAIRMOUNT @ MYRTLE (HIS) 1. 00" HMAC 8 . 00" REDDISH BROWN SANDY CLAY GRAVEL STONE 11. 00" BROWN CLAY GRAVEL ATTERBURG LIMITS: LL: 38 . 6 PL: 23. 9 PI: 14 . 7 SHRKG: 10. 0% MUNSELL COLOR CHART: 5/2 GRAY BROWN SANDY CLAY UNIT WEIGHT: 130. 0 #/CFT f 3 r DOE NO. 4156 APPPROVAL: RY ERI ' ROUTING DATE TESTED: 11--24-03 DATE REPORTED: 12-02-03 ABE -CALDERON ENGINEER: L. CONLON SUPERINENDENT TESTED BY: KOCH INSPECTOR FILE Project No. I Boring No. Project Utility Barings-8th Avenge CMJ ENGINEERING INC. 103-04-43 B-1 Fort Worth, TX Location Water Observations See Below Dry at completion Completion Completion Depth 10.0' 1 Date 3-12-04 Surface Elevation Type Auger p Stratum Description Cd a oern � ro �ro os v v W fl o D.D 0O rz c4 sqa[— a, t n a a� U �a �Uw CONCRETE 7"thick SANDY CLAY,tan and brown,w/limestone 4.5+ fragments,stiff to very stiff (possible fill) 2.0 LIMESTONE tan,wl clay seams,soft to moderately hard 100/4" 5 -clay seam,4"thick,7' LIMESTONF,gray,hard 100/2" NOTES: 1.Boring B-1 was drilled in the northwest area of the 81h Avenue/Magnolia Street intersection. 0 M 0 c� U a :7 M a 0 ci 0 Z W O m u O s LOG OF BORING NO. B-1 PLATE A.1 Project No. Boring No. Project Utility Borings- 8th Avenue CMJ FNGRVEERING INC. 103-04-43 B-2 Fort Worth, TX Location Water Observations See Below Dry at completion CompletionCompletion Depth 10.0' 1 bate 3-12-04 t Surface Elevation Type Auger w obb � o n Cr r Stratum Description o o o d o R L N ate" •-" O p,'tY rsU� � o =°` CONCRETE,, 1'3"thick SANDY CLAY,tan and brown,w/limestone 4.5+ fragments,hard (possible fill) -grades reddish brown 5 CLAY,tan,w/limestone fragments,hard 4.5+ LIMESTONE,tan,w/clay scams,moderately hard 10012.5" LIMESTONE gray,hard 10 _� T� 100/1" f NOTES: 1.Boring B-2 was drilled in the northwest area of the 8th Avenue/ Windsor Street intersection. 2.Boring B-2 was initially drilled 2'south and 1'west of above boring;encountered refusal at 3'. 0 M a U 0. S7 0 O Z ff O C3 I k O LOG or BORING NO. B-2 PLATE A.2