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Home My WebLink AboutContract 33945 CITY E RCTARy CONTRACT NO .F 4CITY iET Fp RT W- 0 Rf D. .S. FILE CONSTRUCT710N'SCOPY CLIENT FPA Tk'I WEIFIA.Tr.ONAJ) C0 NTRACT noCMENr YEAR 2 - x'004 CAPITA L [.M P 110VEMENT PICOGRAM — GROUP 12. AZALEA AVE. (FOCH ST. TO MERRIMA ' ST.) FO 'H ST. (WFi E]NBER ER ST. TO CARROLL .ST.) ME RIMA, T. 'EMPLETON Dl . `ro CA ROLL T.) PR[)JE("I"N EJMBERS: "EYII*W No. C200-541200-2094001)1.5183 WATER Na. P253-541200-60917001-5183 SE,WER No. P258-541200-709170015183 DOE N u. 4699 CHARLES R. BOSWELL MIKE 11 ONCRILF CITY Ni NA6ER_ MAYOR ROBERT 17. GOODE: P.E. S. FRANK CRUMB P.E. DIRECTOR DIRECTOR TRANSPORTATION& PUBLIC WORKS WATER DEPARTMENT DOUGLAS RADEMA AER, P.F. DIMCTOR DEPARTMF T OF ENG INEEf ]NG CITY �R";IHAWY 'affil M. MAY 2006 PREPARED BY: q DEPARTI'ME:NT OF ENGI ia.EHI c, A,..}� .-' I I �_ r Print M&C COUNCIL ACTION: Approved on 8/15/2006 -Ordinance No. 17103-08-2006 DATE: $11512006 REFERENCE NO.: C-21620 LOO NAME: 30AZALEA00151 CODE: C TYPE: NON-CONSENT PUBLIC NO HEARING: SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Jackson Construction, Ltd., for Pavement Reconstruction and Water and Sanitary Sewer Replacement on Portions of Azalea Avenue, Foch Street and Merrimac Street (Project No. 00151) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer$757,008.67 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$298,218.52 and Sewer Capital Projects Fund in the amount of $458,790.15; 2. Adopt the appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$298,218.52 and the Sewer Capital Projects Fund in the amount of $458,790.15 from available funds; and 3. Authorize the City Manager to execute a contract with Jackson Construction, Ltd., in the amount of $1,313,326.00 for pavement reconstruction and water and sanitary sewer replacement on Azalea Avenue (Carroll Street to Foch Street), Foch Street (Weisenberger Street to Merrimac Street) and Merrimac Street (Carroll Street to Templeton Drive). DISCUSSION; The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction. Street improvements include pavement reconstruction, construction of standard concrete curb and gutter, driveway approaches and sidewalks as indicated on the plans. The Water Department has determined that water and sanitary sewer lines should be replaced prior to street reconstruction. This project was advertised on May 18, 2006 and May 25, 2006. The following bids were received on June 22, 2006: BIDDERS Alternate "A" Alternate "B" (Asphalt) (Conc_rete) Jackson Construction, Ltd. No,B_id 51,31.3,326.00 McClendon Construction Co., Inc. No Bid $1,406,799.00 Stabile &Winn, Inc. No Bid $1,4093133.00 JBL Contracting, LP No Bid $1,517,712.71 EDA Wilson, Inc. $1,721,844.50 $1,652,319.50 TIME OF COMPLETION: 240 Working Days Specified y The bid documents included two alternates as follows: . Alternate "A" included a 6-inch hot mix asphalt concrete (HMAC) on 8-inch lime stabilized i subgrade, construction of standard concrete curb and gutter, driveway approaches and sidewalk where shown on the plans. ® Alternate "B" consists of a 6-inch concrete pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches and sidewalk where shown on the plans. 4 City staff is recommending award to Alternate "B". Funding in the amount of$37,947.67 is included for associated water and sewer construction survey, project management, pre-construction, material testing, inspection and project close out (water$21,530.52 and sewer$16,417.15). The contingency funds to cover change orders total $34,242.50 (water$13,176.00 and sewer$21,066.50). Funding in the amount of$66,557.21 is required for associated paving and drainage construction survey, project management, pre-construction, material testing, inspection and project close out. The contingency fund for possible change orders for paving and drainage improvements is $25,000.00. M/WBE - Jackson Const., Ltd., is in compliance with the City's M/WBE Ordinance by committing to 16% M1WBE participation. The City's goal on this project is 21%. The project is located in COUNCIL DISTRICT 9, MAPSCO 62-X. FISCAL INFORMATIONICER'TIFICATION: The Finance Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO-Fund/Account/Centers FROM Fund/AccountlCenters 1&2)13253 472045 6091700151Z..Z $298 218.52 X45 538070 0609020 298,218.52 1&2)P258 472045 .7091700151ZZ $4x8,790.15 1)PE45 538070 0709020 458,790.15 2 13253 531350 6091700.15152 $6_670.00 3)_13253.541200 609170015183 $263,512.00 2 P253 531350M91.7001.5182 $652.52 3)P258 541200 709170015183 $421,306.50 2)13253 541200 609170015183 $276,688.00 3)C200 541200 ..209400015183 $628,507.50 X253 531350 609170015185 $14160.00 2)P253.531350 609170015191 $48.00 2a2_5_8 531350 709170015152 $_3 &92-50 Z13-258 531350, 7091700115182 $652.52 2)P258 541200.709170015183 $2 373.00 2?P258 531350.709170015185 11677.50 2)P258 531350 709170015191 $194.63 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker(6157) ATTACHMENTS 30Azalea00151 (2),doc JUN-12-2006 MON 11.44 AM CFW DOE DESIGN SERVICES FAX NO, 8173922527 P. 02/02 ' CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO. I To the Specifications&Contract Doc>_Nnents For YEAR 2—2004 CAPITAL IMPROVE M ,NTS PROGRAM—GROUP 1.2 PLANS FOR THE CONSTRUCTION OF WATER,SANITARY SEWER,AND PAVEMENT J2FHAWLITATION FOR AZALEA AVE.,FOCH ST.AND MERRIMAC ST. RELEASE DATE:duffle 12,2006 TNFORNIATION TO 131DDERS: The Spocircal7ons and Contract Documents for the above mentioned project are revised and aniended as fellows. I_ in the Notice to[udders,revise Bid Submittal Due Date to read:,lune 22. 2006 2. In the Proposal,revise Pay Item No.2 Unit II-Base Bid to read: '(-3. 4 LA Projcct Designation sign,Per Each: Three Flundred Dollars Aud No Cents. $300.00 $1,200.04 3. In the Proposal,revise Pay Item No, 10 Unit 2-Base Bid to read: s' 3. 1$ LA. Prop.Standard 10'Curb Inlet, Per Each. r 4�7A and and , a a• � CL'n1:8. V4. In ilia M-oposal,revise Pay ltem No.7 Unit 113-Sewer Tnlprove rnents to read-87O LF n the Proposal,add Pay Item N4.40 Unit TB-Sewer hnprovament�to read- ILLI. Asa LF. 4-Inch Sanitary Sewer Service Line on Private Property,Per Linear Foot. C Dollars ' and UAJ0 Cents. L/ n the Proposal,add Pay Item No. 19 Unit 2-Base Biel to read: 19- WE SF. 4' Standard Concrete Leadwalk, .Per Square Foot. Z" - Dollars and Cents. $ $ r Addendum No, 1 1 6/12/2406 1 YEAR 2 - 2004 CAPITAL IMPROVEMENTS PROGRAM - GROUP 12 FOR AZALEA AVE. (FOCH ST. TO MERRIMAC ST.) FOCH ST-(WEISENBERGER ST.TO CARROLL ST.) MERRIMAC ST. (TEMPLETON DR. TO CARROLL ST.) '• TABLE OF CONTENTS UNIT I-WATER DEPARTMENT UNIT II-TRANSPORTATION&PUBLIC WORKS DEPARTMENT SECTION A UNITS I& H: WATER DEPARTMENT&TRANSPORTATION I PUBLIC WORKS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTION TO BIDDERS(WATER) SPECIAL INSTRUCTIONS TO BIDDERS(TPW) I SECTION B UNITS I&II: WATER DEPARTMENT&TRANSPORTATION 1 PUBLIC WORKS BID PROPOSAL UNIT IA: WATER UNIT IB: SEWER ❖ UNIT II:BASE BID .• UNIT II:ALTERNATIVE A(H.M.A_C.) ❖ UNIT It. ALTERNATIVE B(CONCRETE_) VENDOR COMPLIANCE TO STATE LAW FORT WORTH M/WBE POLICY PART C-GENERAL CONDITIONS PART C-1-SUPPLIMENTRY CONDITIONS TO PART C GENERAL CONDITIONS PART D-SPECIAL CONDITIONS PART DA-ADDITIONAL SPECIAL CONDITIONS PART E-MATERIAL SPECIFICATION GENERAL CONSTRUCTION NOTES WATER DETAILS SECTION C UNIT H: TRANSPORTATION/PUBLIC WORKS SPECIAL PROVISIONS FOR STREET AND STORM DRAIN PREVAILING WAGE RATES T/PW DETAILS SECTION D ` CERTIFICATE OF INSURANCE COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE LAWS ! CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS CONFLICT OF INTEREST DISCLOSURE REQUIREMENTS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND 1 CONTRACT SOIL REPORTS SECTION A COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTION TO BIDDERS (WATER) SPECIAL INSTRUCTION TO BIDDERS (T/PW) 1 s i 5 E I I f i NOTICE TO BIDDERS Sealed proposals for the following: FOR: YEAR 2 -2004 CAPITAL IMPROVEMENTS PROGRAM- GROUP 12 PAVING, DRAINAGE, WATER, AND SANITARY SEWER IMPROVEMENTS FOR AZALEA AVE. (FOCH ST. TO MERRIMAC ST.) FOCH ST. (WEISENBERGER ST. TO CARROLL ST.) MERRIMAC ST. (TEMPLETON DR. TO CARROLL ST.) DOE NO.4699 Bids should be addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas and will be received at the Purchasing Office until 1:30 PM, Thursday, June 15, 2006 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Department of Engineering, Second Floor, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. Sets of documents will be provided for purchase for a nonrefundable price of thirty dollars $3� 0,00)per set. Bid security is required in accordance with the Special Instruction to Bidders. Submission of Bids: The proposal for the Water(Unit IA), Sewer(Unit IB)and Paving improvements within this document is designed as a package. In order to be considered an acceptable bid, the contractor is required to submit a ! bid for both Unit I and Unit II.A bid proposal submittal that is received with only a single proposal unit complete will be rejected as being non-responsive. The contractor, who submits the bid with the lowest price, will be the apparent successful bidder for the project. Bidders are hereby informed that the Director of the Department of Engineering reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City. Conflicts in General Conditions of the Contract: These contract documents incorporate both the Water Department's General Contract Documents and Specifications, with latest revisions and the Standard Specifications for Street and Storm Drain Construction. In the event of a conflict between the two,the Water Department's General Contract Documents and Specifications,with latest revisions shall apply to Unit I and the Standard Specifications 1 for Street and Storm Drain Construction shall apply to Unit H. j Pre-qualification Requirements for Water Department work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. A general contractor who is not pre-qualified by the Water Department, must employ the services of a sub-contractor who is pre-qualified. The procedure for ' pre-qualification is outlined in the"Special Instructions to Bidders (Water Department)". Bidders shall, if applicable, identify on the last page of the proposal section,the pre-qualified sub- contractor who shall install the water and/or sanitary sewer facilities. i f 1 Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM `• ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 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. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at(817) 392-7910. 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. 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 contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, 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 nonresponsive. For additional information, contact Mr. Roberto C. Sauceda at(8 17) 392-2387. CHARLES R. BOSWELL MARTHA HENDRIX CITY MANAGER CITY SECRETARY A. Douglas Rademaker, P.E. Director, Department of Engineering t By _ r Bryan Beck, P.E. Manager, Design Services Advertising Date: May 18, 2006&May 25, 2006 SPECIAL INSTRUCTIONS TO BIDDERS 1) PREOUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation:a current financial statement,an acceptable experience record,an acceptable equipment schedule and any other documents the Department may deem necessary,to the Director of the Water Department at least seven(7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one(1)year old. In the case that a bidding date falls within the time a new statement is being prepared,the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City,in its sole discretion,may reject any bid for failure to demonstrate experience and/or expertise. 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 y 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. 4. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: 7{ I F (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall,for a period of three(3)years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of 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. f (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. F 6. BIDDER LICENSE: Bidder must be a Iicensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 6018,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 7 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, 1 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 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 a 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 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 that three(3)years. 12. FINAL PAYMENT AND ACCEPTANCE AND WARRANTY: j a) The contractor will receive full payment(less retainage)from the city for each 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. d) The warranty period shall begin as of the date that the final punch list has been completed. e) Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due payable. r 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. J f 1 SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) 1. BID SECURITY: 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%)per cent of the total of the bid submitted must accompany the bid,and is subject to forfeit 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 1 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. t „ 2. PAYMENT, PERFORMANCE ANDMAINTENANCE BONDS: The successful bidder entering ,..,...,,..,_.,.,......:-_—• into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond and a payment bond,both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253,Texas Government Code. In order for a surety to be acceptable to the City,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. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of$25,000,a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. ti All contracts shall require a maintenance bond in the amount of one hundred percent (100°/x) of the original contract amount to guarantee the work for a period of two(2)years after the date of acceptance of the project from defects in workmanship and/or material. 10/27/04 1 4 3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1,Item 8,paragraph 8.6,of the"General Provisions"of the Standard Specifications for Construction of the City of Fort Worth, Texas,concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In 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. 5. EMPLOYMENT:All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400(Fort Worth City Code Section 13-A-21 through 13-a-29)prohibiting discrimination in employment practices. 6. WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. - (b) The contractor shall, for a period of three(3)years following the date of acceptance of the work,maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the ' City. The provisions of the special provision titled"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. (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 7. FINANCIAL STATEMENT:A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORT14 in determining the successful bidder. This statement,if required,is to be prepared by an independent Public Accountant 4 holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten(10)days of receipt of notice of award of contract,the Contractor must provide,along with executed contract documents and appropriate bonds,proof of insurance for Worker's Compensation and Comprehensive General Liability(Bodily Injury-$500,000 each person, $1,000,000 each occurrence($2,000,000 aggregate limit);Property Damage-$250,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REQUIREMENTS: a_ The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. 10/27/04 2 r 1 1 b. Certificates of insurance shall be delivered to the City of Fort Worth,contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street,Fort Worth,TX 76102,prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation,non-renewal,and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M.Best rating of A:VII or equivalent measure of financial strength and solvency. £ Deductible limits,or self-fimded retention limits,on each policy must not exceed$10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance,in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups.The City must approve in writing any alternative coverage. h. Workers'compensation insurance policy(s)covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self funded or commercial coverage maintained by City shall not be called upon to ' contribute to loss recovery. k. In the course of the project,Contractor shall report, in a timely manner,to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City,Contractor shall provide complete copies of all insurance policies required by these contract documents. 10. NONRESIDENT BIDDERS:Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a non resident 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 is located. s 4 "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. "Texas resident bidder"means a bidder whose principal place of business is in this state,and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. 10/27/04 3 This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. r 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a 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 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 that three(3)years. 12. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder.The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety(90)days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,GOOD FAITH EFFORT FORM,and/or the JOINT VENTURE FORM("Documentation")as appropriate is received by the City. The award of contract, if made,will be within ninety(90)days after this documentation is received,but in no case will the award- be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. 13. PAYMENT: The Contractor will receive full payment(minus retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 14. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the plans desk of the Department of Engineering Construction Division at(817)871-7910.Bids that so not acknowledge all applicable addenda may be rejected as non-responsive- 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. Definitions: 10/27/04 4 f Certain.of coverage("certificate").A copy of a certificate of insurance,a certificate of authority to self-insure issued by the commission,or a coverage agreement(TWCC-81, TWCC-82,TWCC-83,or TWCC-84),showing statutory worker's compensation.insurance = coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor"in§406,096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project,regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes,without limitation, independent contractors,subcontractors, leasing companies,motor carriers,owner-operators, employees of any such entity,or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation,or toner services related to a project."Services"does not include activities unrelated to the project, such as -. food/beverage vendors,office supply deliveries,and delivery of portable toilets. b. The contractor shall provided coverage,based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code, Section 401.011 (44)or all employees of the contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the contractor must,prior to the end of the coverage period,file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: (1) a certificate of coverage,prior to that person beginning work on the project,so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project;and (2) no later than seven days after receipt by the contractor,a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter i f g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project. 10/27/04 5 F h. The contractor shall post on each project site a notice,in the text,form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered,and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (1) provide coverage,based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas labor Code,Section 401.011 (44)for all of its employees providing services on the project,for the duration of the project; (2) provide to the contractor,prior to that person beginning work on the project,a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor,prior to the end of the coverage period,a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts,and provide to the contractor: (a) a certificate of coverage,prior to the other person beginning work on the project;and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery,within ten(10)days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project;and (7) contractually require each person with whom it contracts,to perform as required by paragraphs(1)-(7),with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will he covered by worker's compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative,criminal,civil penalties or other civil actions. "1009 10/27/04 6 �. � v`'J;u 11 M, r k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered,and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other Ianguage common to the worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker"compensation insurance.This includes persons providing,hauling or delivering equipment or materials,or providing labor or transportation or other service related to the project,regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage,to verify whether your employer has provided the required coverage,or to report an employer's failure to provide coverage". 16. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex,race,religion,color,or national origin and shall comply with the provisions of City Ordinance 7278,as amended by City Ordinance 7400(Fort Worth City Code Sections I3A-21 through 13A-29),prohibiting discrimination in employment practices. 17. AGE DISCRIMINATION: 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, or employees,will engage 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 person because of their age except on the basis of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members,agents,or employees,or person acting on their behalf,shall specify,in solicitations or 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 requirement. Contractor warrants it will fully comply with the Policy and will defend,indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. t 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990("ADA"),Contractor warrants that it will not unlawfully discriminate on i 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 current employees of Contractor. 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 against City arising out of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. 10/27/04 7 z _ 19. PROGRESS_PAYMENTS,FINAL PAYMENT,PROJECT ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment(less retainage) from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. i £ 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. 10/27/04 8 1 SECTION B PROPOSAL VENDOR COMPLIANCE TO STATE LAW 1 FORT WORTH M/WBE POLICY PART C -GENERAL CONDITIONS PART C-1 -SUPPLIMENTRY CONDITIONS TO PART C GENERAL CONDITIONS PART D-SPECIAL CONDITIONS PART DA-ADDITIONAL SPECIAL CONDITIONS PART E - MATERIAL SPECIFICATIONS GENERAL CONSTRUCTION NOTES WATER DETAILS F [ [ l 1 i i l f , I PART B - PROPOSAL } This proposal must not be removed from this book of Contract Documents. TO: Charles R. Boswell City Manager 1 Fort Worth, Texas PROPOSAL FOR: The furnishing of all :materials, except materials specified to be furnished by the City, equipment and labor for the reconstruction of water, sewer,and paving improvements and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: i YEAR 2 -2004 CAPITAL IMPROVEMENTS PROGRAM-GROUP 12 AZALEA AVE.(FOCH ST.TO MERRIMAC ST.) FOCH ST.(WEISENBERGER ST.TO CARROLL ST.) MERRIMAC ST.(TEMPLETON DR.TO CARROLL ST.) s UNIT I:WATER AND SANITARY SEWER IMPROVEMENTS WATER PROJECT NO.P253-541200.609170015183 SEWER PROJECT NO.P258-541200-709170015183 UNIT H:PAVING AND DRAINAGE RECONSTRUCTION T/PW PROJECT NO.C200-541200-209400015183 DOE No.4699 Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understands the amount of work to be done, and prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and Contract Documents, and subject to the inspection and approval of the Director of the Department of Transportation and Public Works of the City of Fort Worth; and binds himself upon acceptance of this proposal to execute a contract and furnish Payment Bond, Performance Bond and Maintenance Bond and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work_ Contractor proposes to do the work within the time stated and for the following sums: 1 Proposal B- 1 f - r UNIT IA: WATER IMPROVEMENTS PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL r ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place,the following items) 1. 26 LF. 6-Inch Water Pipe*, Per Linear Foot: Dollars $ 04 $ � ✓ and /t,Q Cents -37 2. 3,220 LF. 8-Inch Water Pipe*, Per Linear foot: Dollars $ ' $ an Cents aC� 70 60 l 3. 2 EA. 6-Inch Gate Valve w/Cast Iron Box and Lid, Per Each Dollars $ °i $ and ,t7 Cents 4. 9 EA. 8-Inch Gate Valve w/Cast Iron Box and Lid, Per Each �Ifijb & Dollars $ $ �,, and 0 Cents � /P0 `� 5. 49 EA. Furnish and Set Class A, B, &C Meter Boxes; Per Each: 4('00 Qlu Dollars 0 and k o Cents $ $ 6. 57 EA. Install I-Inch Service Taps to main, Per Each: /J •�}() /W TC_.%Dollars and_ PW Cents $ $ 7_ 1,200 LF. Install I"Copper Service from Main to five(5) Feet Behind the Meter, Per Linear Foot: Dollars $ J a and Cents �! i 8. 2 EA. Standard Fire Hydrant(3'- 6' Depth), Per Each oli s $ pv and 0 Cents Proposal B-2 S PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY SID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 9- 4 VF Fire Hydrant Bbl. Extension. Per Vertica Foot _ p 1 W)_Dollars i anderU U Cents $ 10. 2 EA. Remove&Salvage Existing Fire Hydrant Per Each Dollars o an - Cents $ 11. 120 LF. Permanent Asphalt Pavement Repair Per ✓ _� Figur 2000-1A,Pe Linear Foot: Dollars and 0 r VA40 Cents $ 12. 4,450 LF. Temporary Asphalt Pavement Repair, ' Per Linear Foot: Dollars j p� and Cents $ 1 y $ q4, 6DO 13, 4,450 LF. Trench Safety System, Per Linear Foot. b Dollars 011-0 and •—�- Cents $ lJ $ 1 l� 14. 4.25 TON Cast Iron/Ductile Iron Fittings, Per on: Dollars �J °J and �, - - Cents $�[" $— Q5 15. 1 L-S. Furnish&Lay 2" Pipe&Fittings F r Tempo ary Service er Lump Sum: Dollars an A Cents $ 16. 30 CY. Class `13' Concrete(2500#), Per Cubic Yard Dollars p D and lu __Cents $ / $ 17. 30 CY. Class `E' Concrete(2500 9), Per Cubic Yard t Dollars& Cents $ $ 1 18. 30 CY. Crushed Limestone, i Per Cubic Yard y _Dollars& © en /10 $ $ .60 Proposal B-3 r i PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place,the following items) 19. 285 LF. Concrete Curb&Gutter Replacement, Per Linear Foot: Dollars and U AP Cents $ ��.s $ v SUBTOTAL WATER BID AMOUNT $ '-3,S 1 NOTE: FORWARD SUBTOTAL TO BID SUMMARY PAGE B-14 *Type of Pipe Used P.V.C. DR-I4: D.I.P.Class 51: f l S Proposal B -4 ' UNIT IB: SEWER IMPROVEMENTS PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including aII appurtenant work,complete in place,the following items) 1. 1,256 LF. 8-I06 SDR26 Sanitary Sewer Pipe (All Depths),Per Linear Foot: - r Dollars a and Cents $ $ 31T`y 2. 52 LF. 10-Inch Sanitary Sewer Pipe(All Depths)*, Per Linear Foot: F A 11 C Dollars �� a f and Cents $ $ r 3. 36 LF. 10-Inch DIP Sanitary Sewer Pipe, Per Linear Foot: t,l in &W&DO Dollars Q% a� and Cents $ $ ', �� 4. 36 LF_ 12-Inch DIP Sanitary' Sewer Pipe, Per Linear Foot: } ollars /� � and Cents $ C � $ �i i 5. I,393 LF. 21-Inch Sanitary Sewer Pipe(All Depths)", Per Linear Foot: J Dollars //' o� and Cents $ rU $ (_ 6. 90 LF_ 21-Inch MP Sanitary Sewer Pipe, Per Linear Foot: 041 1�24 &44d4 " Dollars f and Cents I f kAb $ $ l 7. I 8 LF. 4-Inch Sanitary Sewer Service Line Replacement,Per Linear Foot: 00 ------ - Dollars and U U AD Cents $ C� $ 0 0 8. 24 EA. 4-Inch Sanitary Sewer Service Tap, Per Each: t and fj Cents $ C�z 1 $ 9. 24 EA. Sanitary Sewer Service Cleanout, Per Each: r i I In Al I J r and 4c, is $ -76' Proposal S-5 e PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT {Furnish and install,including all appurtenant work,complete in place,the following items} 10. 7 EA. Standard 4-Foot Diameter Manhole to 6 feet depth,Per Each: Dollars d and - - Cents 11. 11.6 VF. Additional Depth Over 6 Foot of Standard 4 fogt_Diam er Manho ,Ve i al Foot Dollars �� a 4 and Cents $ c� $ /-0 12. 9 EA. Shallow 4-Foot Diameter Manhole, Per Each: Dollars a° and A00 Cents $I Ow $ 7 Om 13. 1 EA, 4-Foot Diameter Drop Manhole to 6 f et depth, er Eac- Dollars �a- a and Cents $ $ C2,O'no 14. 1.1 VF. Additional Depth Over 6 Foot of 4 foot D' meterrop Ma ole, erticaI Foot Dollars ham, r• g and Cents $ ¢�(L� $ c 15. 1 EA. 5-Foot Diameter Drop Manhole to t 6 feet deyth,Per Each: a ActDollars a v� an //WCents $ $ 16. 4.1 VF. Ad itionaI Depth Over 5 Foot of 4 foot Diameter Drop Manhole, Vertical Foot AkoIlars v r ] e and q7lDkents $ $ o T 17. 3 EA. Remove Existing Sanitary Sewer Manhole, Per Each: J ollars ' an Cents $�� $ 18. 2 EA. Abandon Existing Sanitary Sewer Manhole, Per Each: Dollars jW ?� and _ ,� Cents $ $ 4 19. 18 EA. Watertight Manhole Inserts, Per Each: ' Dollars �� and Cents $ $ Proposal 13-6 j PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place,the following items) 20. 20 EA. Concrete Collar for Manhole, Per Each: Vd(�nd &_�Yto','Iars nts $ $ `7 21. 32 VF. Corrosion Protection, Per Ve 'McalFot: Dollars q�� a and Cents $� $ 22. 1 EA. Odor Control Carbon Cartridge Insert, Per Each: U Dollars ✓ ii Cents $�_ $ 23. 14 EA. Cut,Plug&Abandon Exist.Sewer Pipe, Per Each: Dollars j ander Cents $ $ , 24. 1,575 LF. Grout Aband. Sewer Line(6"– 18" Diam.); }f Per Linear Foot: $ Dollars and0 A 0 Cents $ $ 25. 725 LF. Grout A6-and. Sewer Line(21"Diam.); Per Linear oot: Dollars9 � 0.- and Cents $ /--- -- $ !, x50`'- 26. 2 EA. Siphon Box, M Per Each: YAWWJIL)ollars ° and Cents $ $ 27. 2,673 LF. Temporary Asphalt Pavement Repair Per Figure 2000-1C, Per Linear Foot: _ Dollars and Cents $ ! $ r(J 28. 2,255 LF. Pre-Construction Television t Inspection of Sanitary Sewer Lines, Per Linear Foot: f _ L.�/�0 Dollars and �� Cents $ 29. 2,964 LF. Post-Construction TelTvisiou Inspection of Sanitary Sewer Lines, Per Linear foot: Dollars and Cents $ Proposal B-7 f PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 30. 4,775 LF. Trench Safety System, Per Linear Foot: Dollars � �� and Cents $ $ 31. 18 EA. Vacuum Test For New Sanitary Sewer Manhole;Per Each: Dollars and Cents $ � $ 32. 10 CY. Class `B' Concrete(25 00 Per Cubic Yard Dollars and ]� an Cents $ I $ 33. 10 CY. Class`E'Concrete(2500#); Per Cubic Yard Dollars andCents /out, f 34. 10' CY. Crushed Limestone; Per Cubic and Dollars and 00 ) ®`' Cents $ $ 35. 10 CY. Washed Rock; Per ubic Yard Dollars and ^ Cents $ �$ 36. 350 LF. Permanent Asphalt Pavement Repair P F'i e 2000 jA,P r mear Foot: Dollars d V V Cents $ $ t 37. 35 LF. Permanent Concrete Pavement Repair Per Fi ure 2 00-2,P244 ./9 . r Linear Foot: J Dollars ' and Cents $��$ 38. 310 LF. Concrete Curb&Gutter Replacement, Per Linear Foot: l� DoIlars ✓ and Cents $ 39. 325 CY. Cement Treated Backfill(CSBF); Per Cubic Yard ollars and Cents $� $ cV ��J SUBTOTAL SEWER BID AMOUNT q, NOTE: FORWARD SUBTOTAL TO BID SUMMARY PAGE B-14 Proposal B -8 i Water, Sanitary Sewer, and Paving Improvements to Azalea Avenue, Foch Street, and Merrimac Street. i Water Project P258-541200-509170015183 �. Sewer Project P258-541200-709170015183 DOE Project 4639 Unit IB -Sewer Improvements f CITY APPROVED PRODUCT FORM *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: f STANDARD SPEC NO. SIZE E1-25 6"thru 15" (PVC, SDR-35) E1-27 6" thru 15" (PVC, PS-46) E1-29 8" thru 15" (PVC, Composite Pipe) ' E1-31 8"thru 15" (PVC, Corrugated Pipe) Consult the"City of Fort Worth Standard Product List"to obtain the GenericlTrade Number and the Manufacturer for the pipes listed above. i "CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC NO. SIZE E1-28 18" thru 27" (PVC, Large Diameter PS-46) E100-2 18" thru 48" (PVC, Open Profile) E100-2 18" thru 48" (PVC, Close Profile) 1 Consult the"City of Fort Worth Standard Product List'to obtain the Generic/Trade Number and the Manufacturer for the pipes listed above. k Failure to provide the information required above may result in rejection of bid as non-responsive. Only products of methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. Proposal B-9 i . + UNIT II: BASE BID PAY APPROX. DESCRIPTION OF ITEMS WITH UNEP TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place,the following items) 1. 1 L.S. Miscellaneous Utility Adjustments, Per Lump Sum: SIX THOUSAND Dollars and NO Cents $6,000.00 s-6-Q00.00 2. 4 EA. Project Designation Signs, Per Each: f ag THREE HUNDRED Dollars f j��' and NO Cents $300.00 $ 3 3. 1,800 CY. Top Soil, Per Cubic Yard: ELEVEN Dollars j(all �✓ 1 and NO Cents $ 11.00 $_ 4. 1 L.S. Erosion Control PIan, Per Lump Sum: J#1W'AJ1AdA Dollars and Cents $ $ S. 6,910 LF. Remove Exist.Curb and Gutter, Per Linear Foot: Dollars �t?� � �� and Cents $ $ I , 6. 6,250 SF, Remove Exist.Concrete(Driveways,lead walks, &ramps) Per Square Foot: Dollars and Cents $ '� $ t 7. 60 SY. Remove Exi nr to Valley Gutter Per Square Yard: Dollars and J Cents $ !� $ 8/0! 8. 18 EA. Remove Exist.C b e Per Each: Dollars and Cents $ 6501�s Q 9. 10,750 SF. Prop. 6"Rein orced Concrete Driveway, Per Square Foot: Dollars 70 and U Cents $ $ a Proposal B- 10 PAY APPROX, DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 10. 18 Prop. Standard 10' Curb Inlet, Pqg��ollars joP a' ,rye oa and Cents $ I 1. 55 LF. Install 18"RCP(Type 111), �— Per/LJinear Foot: CA ;fjv'z-�� Dollars AQ 12. 100 CY. Trench Excavation and Backfill for Storm Drain, Per Cubic Yard: -Dollars and and V - Cents $ $ 13. 155 TON, Prop. 6"H.M.A.C.Transition Pavement, Per Ton: ,1{�, Dollars � and (L-MID U Cents $ $ f q 14. 3 TON. H.M.A.C.for Driveway Transition, ' Per Ton: Q Dollars 4 and -U UU Cents $ $ 15. 300 LF. Remove and Relocate Exist. Chain Link Fence w/Gate, Per Linear Foot: Dollars o� and On Cents $ � $ /� C•tJ`� 16. 11 EA. Adjust Water Valve Box, J Per Each: TWO HUNDRED Dollars and NO Cents $200.00 $2,200.00 17. 49 EA. Adjust Water Meter Box, Per Each: THIRTY FIVE Dollars and NO Cents $35.00 $ 1,715.00 I8. 22 EA, Manhole Adjustment, a Per Each: } THREE HUNDRED d,c,b1700/ Dollars 1 !� and NO U Cents $350.0010""" a SUBTOTAL BASE BID AMOUNT � J , f NOTE: FORWARD SUBTOTAL TO BID SUMMARY PAGE B-14 i y Proposal B- 11 UNIT It: PAVING IMPROVEMENTS-ALTERNATE B 6" H.M.A.C. PAVEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT f t \5,00705 Unclassified Street Excavation, Per Cubic Yard: Dollars and Cents $ $ i 2. 8"Litly.e tafsilized Subgrade, or SIuaiv Ward: Dollars and Cents $ $ 3. 180 TON. Lime forUpie StabirtizW Subgrade, (@ 43 LBS./SY),Per fm: Dollars and Cents $ $ 4. 10,400 SY. Prop.6" H.M.A.C. Paveiunt, Per Square Yard: Dollars and N,Cents $ $ 5. 7,100 LF. Prop. 7"Curb with 18"Gutte Per Linear Foot: _Dollars and --cents $ 6. 60 SY. Prop. 7"Concrete Valley Gu r, Per Square Yard: 1 Dols and Chits $ $ SUBTOTAL BASE BID AMOUNT $ NOTE:FORWARD SUBTOTAL TO BID SUMMARY PAGE B-14 Proposal B- 12 I UNIT II: PAVING IMPROVEMENTS -ALTERNATE B (6" CONCRETE PAVEMENT) S PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 1. 4,350 CY. Unclassified Street Excavation, Per Cubic Yard: Dollars a� and 1 _ Cents $ 5 $ [�/tl�JL✓ 2. 11,200 SY. 6"Lime Stabilized Subgrade, Per Square Yard: UAV V , Dollars ti" I and 4 Cents $ 3 $ 3. 140 TON. Lime for Lime Stabilized Subgrade, (@ 33 LBS./SY),Per Ton: 1 Dollars c� v and Cents $ $ 4. 10,400 SY. Prop.6"Reinforced Concrete Pavement, Per Square Yard: i Dollars and Cents $ $ 5. 7,100 LF. Prop.7"Curb AttaUeUWete Curb, Per Linear Foot: iO Dollars v �a d W and Cents $ $ 6. 12,750 LF. Silicone Joint S , Per Linear Foot: ` Dollars t ; andCents $ r �P $ ` f SUBTOTAL B SE BID AMOUNT $ NOTE: FORWARD SUBTOTAL TO BID SUMMARY PAGE B-14 l Proposal B- I3 BID SUMMARY WATER, SANITARY SEWER, AND PAVEMENT REHABILITATION FOR y AZALEA AVENUE,FOCH STREET AND MERRIMAC STREET. Unit 1: Water Project No. P253-541200-609170015183 Sewer Project No. P258-541200-709170015183 Unit II: T/PW Project No.C200-541200-209400015183 D_O-E.Project No. 4699 Unit IA--Water Improvements (Page 4) $ � j �✓ Unit IB—Sanitary Sewer Improvements(Page 8) $ J Unit 1. Subtotal Bid Amount $ Unit II. Paving Improvements Total-Base Bid (Page 11) $ Total -Alternate B (Page 12) $ /(/0 Total-Alternate A (Page 13) ❖ ALTERNATIVE 1 -6" H.M.A.C. PAVEMENT ' UNIT I+UNIT II (BASE BID +ALTERNATE A) $ xro ❖ ALTERNATIVE 2—6" CONCRETE PAVEMENT } UNIT I+UNIT II(BASE BID +ALTERNATE B) $ Hyl 3, 3 ❖ THESE TOTALS TO BE READ AT BID OPENING i Contractor shall, if applicable, identify the pre-qualified sub-contractor who shall install the water and/or sanitary facilities. t Pre-qualified sub-contractor for water and/or sanitary sewer installation. PART B - PROPOSAL(Cont.) Proposal B- l4 r S . c Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful perfonnance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the R event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for i the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization,subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. S The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within Two Hundred Forty (240) working days after beginning construction as set forth in the written work order to be furnished by the Owner. r (Complete A or B below, as applicable:) A A. The principal place of business of our company is in the State of Nonresident bidders in the State of ,our principal place of business,are required to be percent lower than resident bidders t by state law. A copy of the statute is attached. Non resident bidders in the State of ,our principal t place of business,are not required to underbid resident bidders. B.The principal place of business of our company or our parent company or majority owner is in the State of Texas. i s 1 Proposal B - 15 i t I(we)acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. I (Initials) Addendum No. 3 (Initials) Addendum No. 2(Initials) Addendum No.4(Initials) Respectfully submitted, i By. how Title 06 Address (Seal) Date: (9 " Telephone/911 ` 57D--33D 7 i f l M Proposal B- 15 I I f f MWBE POLICY UNIT 1A, UNIT 1 B AND ALTERNATIVE A(HMAC) y { I 1 rCRT WORTH City of Fort Worth Minority and Women Business Enterprise Specifications SPEUTAL INSTRUCTIONS FOR BIDDERS 16-29-06 P03 : 02 I N APPLICATION OF P01_K;Y` If the total dollar value of the contract:is$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis, Alf requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's M/WBE goal on this project is 21% for Unit lA Unit IB and Alt. B Concrete of the total bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WSE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentati,,n, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MWBE documentation in person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: -opening date, exclusive of the bid opening date. + 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. I 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal, openin date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MIWBE Office at(817)392-6104. Rev.11/11/05 ATTACHMENT iA FORT-� City of Fart Worth Page 1 of 4 Subcontractors/Su tiers Utilization Form PRIME COMPANY M1'-_,ytP: f applicable block to dcscri ;t;-rime Jackson Construction , Ltd . PROJECT NAME: NWW/DBCJXILNON-MVIDBE Year 2 2004 CID Group 12 6-22—OCIH)DATE f City's M/WRF Project Goal: Prime's MAYBE Project Utilization: NUMBER 21 % 16 o J��:07 699 /o i Identify all subcontractors/suppliers you will use on this project Faikrt to campiete t4tis fcrrtir, icl its er1til- ty tvifll feq.uas#ed documentation, and received by the Managing Deparfrl erit on or before 5'f p-rel, live (°5) aly.busli'less clays aflei bid 6-pening,:exclusive ct bid r�nenjrl date, W114 result ir,.tri bid f eir.lg can$iciery iiron-responsive to bid.specificatiratls . Tha.:lji ciersignaci + ffetc�r' agtY+:s :tti_+etjfee ir:to, 1 torll7al agreement +n�itl, the Fut1 ►Vf F. him(s) listed in this. nfnrzation. sclx lute, uc rrditie,rled up ;d exer;utio�7 of a r,;ontrzicl wiYl the ( ity of Volt Worth. The, intentioi4 arrdfar kn9wing rrtisi pr $eritatlei3 of facts.is grounds f6r consideration or t-tisqualificatil'n atld wilt resuit in Vie 144,4 consijdpred llon-responsive to bid speciticalliol`ls M/WBE§ 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 Lid. Marketplace is the geographic area of Tarrant,Parker,Johnson,Collin,Dallas, Denton,Ellis,Kaufman and Rockwall counties. lidl en'rtfy eacb-Tier leycl. 7'iex'.is lhr :ietiel.tit stibcoratractirtg.6e10%k;-the prime upntr&(;tor, i;i,z a direr:l payine:j t frcrni.the.. eime:c{+r1[r3�+=ur 10 a :tl7c:otjtrat Err i + c,r3Giclereij 1" tier, a Pala}en ?7y a.SubCrTELtr�Gl{lr tU.4s.-S11 p�ilf�r IR t QIL47d2r0Ll 2 t ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafiide 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 Eire uti!ized, the,prinie will he givetti oredil as long as the-M/1WBE listed owns and operates"at leasf° otic lull} i cetlsecE and of eraTiundl [rai E: ta. be used ern tile. contract. I'lle UV Wlp.- niay lease trucks front anotl ek ��+WDE.Frrn, i.ncluding3l+l WBF-6vxiier=opdralcts, and receive full 1Y11Wi3L credit. 1'Fie �srL�1r+'81= Ei�ay lease track:' Isom non-iwl' 73Z:s, li�wludiizg:nurner raiors, 'but }gill only tec6ive credit for the fees and rommisNions earned by the Mf�11 E as outlined iii".P 6.I'ase a regiment Rev.5130/03 ATTACHMENT 1A 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. 1 Certification N SUBCONTRACTORISUPPLIER (check one) Company Name c T " Detail Subcontracting Detail Supplies Dollar Amt. Address T T x M Work Purchased Telephone/Fax E M w R o w e e c o B R E E A T E i J/M Materials, Inc. P. O. Box 496 Alvord, Texas 76225 800-856-8733 940-427-2789 1 X Rock $ 17,775.00 JIM Materials, Inc. P. O. Box 496 Alvord, Texas 76225 800-856-8733 940-427-2789 1 X Sand $ 22,093.00 JIM Materials, Inc. P. O. Box 496 Alvord, Texas 76225 800-856-8733 Hauling by Dump 940-427-2789 1 X Truck $ 41,800.00 Hanson Pipe & Products f P. O. Box 120001 i Dallas, Texas 75312 214-525-5898 X Manholes $ 14,220.00 Dallas Lite& Barricade P. O. Box 223724 Dallas, Texas 75222 t 214-748-85791 214-748-3586 Ix. Traffic Control $ 5,750.00 Texas Water Products, Inc. P. O. Box 8543 Fort Worth, Texas 76124 817-457-9988 817-654-2004 1 X Pipe&Fittings $ 129,260.00 Southern Star P. O. Box 961094 Fort Worth, Texas 76161 972-621-0345 X Concrete Redi-mix $ 219,214.00 Reynolds Asphalt P. O. Box 370 Euless, Texas 76039 817-267-3131 817-267-1878 1 1 1 1 Ix. HMAC $ 21,918.00 Certification N SUBCONTRACTORISUPPLIER (check one) o r ATTACHMENT 1A Company Name N T " Detail Subcontracting Detail Supplies Dollar Amt. Address T T x M Work Purchased Tele hone/Fax I M W R o W Telephone/Fax E B $ C O 6 R E E A T E United Site Services y P. O. Box 2273 Mansfield, Texas 76063 817-226-0700 817-226-0702 X Portable Toilets $ 600.00 Tren Tech Company 828 Howell Drive Coppell, Texas 75019 972-304-2171 972-304-2171 X Trench Safety Design $ 500.00 Texas Contractors Supply P. O. Box 2455 Fort Worth, Texas 76113 817-332-4117 Miscellaneous 817-429-2852 X Materials $ 2,917.50 j Barnsco P. O. Box 541087 Dallas, Texas 75354 214-352-9091 214-352-7568 X Steel/Rebar $ 24,391.28 Beall I P. O. Box 849873 Dallas, Texas 75284 817-835-4000 X Lime $ 12,040.00 Magnum Manhole & Undergrd. 3828 Cavalier Drive Garland, Texas 214-687-2293 972-276-5318 X TV Inspection $ 3,850.00 Magnum Manhole& Undergrd. 3828 Cavalier Drive Garland, Texas 214-687-2293 Interior Manhole 972-276-5318 X Coating $ 5,700.00 G & GSaw& Seal 4008 Forest Lawn Balch Springs, Texas 75180 214-882-0200 X Joint Sealing $ 12,000.00 a FoRTI Oltl ll ATTACHMENT 1A Page 4 of 4 f [Total Dollar Amount of M/WBE Subcontractors/Suppliers - � 220 ,478 . 00 ota? Dollar Amount of Non-AMBE Subcontractors/Suppliers 313 , 550 . 78 OTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 534 , 028 . 78 l its ( ontraitor Wid Tarr snake d6l;dons, deletiotj.5,..or substianiurrc to flus ce rtified lis i[llout �Ije fiot� r rk�3l t,t tlZe 'vt+�.C�� 1 i Vyluuaari } i j�Cs � fxier��riw [)�tiCc;_IL�ana er.nr desi rice IJik'Ui�gll t!}e Slibrriit d!'ia�,, v_ es>' p ror-al d Chat2 1r>fdtlru�r Any unjusliiiei� change car cl lriicT,i sha]! I :fcut,rc� a�vidi :?he .laroced►tre� t3Titliiizcl in elle..orr3iriajiee:-7'.�le roufraGt�rrlsllal J lsu ��r detail c!}expla�iatinrid�itb'ah anthe rMrr�ies CTI Glia c/adelitiou or ' n Will affect • g tlelti ils _s;u %Vill abet tl�e,Etia! co Eiart �_i ift�,d: lVYf31 goal- !f rkie detail _xplaiinrion is n«f sul)uaijlp�i, rt Gletern?inar—fun. ", • ' �'�- –� By affixing a signature to this form,the Offeror further agrees toprovide, 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 tiles field 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 the WW/DBE(s)s)on this contract, by an authorized of or employee of the City. Any intentional and/or performed by knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three3 ( ) 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. Authorized Sign re Troy L. Jackson Printed Signature Vice–President of JCI Partners , Inc . , General Partner Titre Contact Nameffide(1fdifferent) Jackson Construction , Ltd . 817-572-3303 817-478-0443 Company NaEnc Telephone and/or Fax ' 5112 Sun Valley Drive - Address E E-mai[Address Fort Worth , Texa s76119 6-29-06 City�State/Zip ] Aare 1 I�'1Ail EKE02,1- Rev.5130/03 ATTACHMENT IB tFoRT WORTH Page 1 of I City of Fort Worth Prime Contractor Waiver Form - rRc.ivtl;COMPANY NAME: Check applicable block to describe primeW Jackson Construction , Ltd . PROJECT NAME: M/W/Df3E X NON-M/W/DBE Year 2 2004 CIP Groupt 12 6-22uWgnrE City's M/wRF Project Goal: I PROJECT NUMBER 21 %, DOE No . 4699 If both answers to this form are YES,do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form crust be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. r-�c-:•..i. ..:_ _ _,moi 1'3111J1't' 1+}4'd}F44p1PI6 th ir'T"1[I l i Yfiliik'9 L' ,i l!it li;`rr&i�F'ed 1-,' the N.laua -u j l { L{4' CTAT-�ifiL'bS i�7Y.5 fli F�� ll� rAiXA ilt4 5'.LC'�k[tY1 i.� C�la t?!i� r.�st"Yi5i i r�7ii'. 551F� +-eNUI( irk ' rJL' 1 r'tit�fr11:14�` Ir]'�.j_1+Ir:l irr�:L rit)us. a Will you perform this entire contract without subcontractors? +is If yes,please provide a detailed explanation that proves based on the size and scope of this proje your normal business practice and provide an operational profile of your business. Will yqu perform this entire contract without suppliers? If yes,please provide a detailed explanation that proves based on the size and scope of this projecyour normal business practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MIWBE(s) on this contract, the payment therefore and any proposed changes to the original MN1BE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three(3)years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one 3 year. G� Troy L. Jackson Authorized Signatur Printed Signature Vice-President of JCI Partners , Inc . , General Partner Tale Contac a(i en Jackson Construction , Ltd . -�` 303 817-478-0443 Company Name Phone Number Fax Number 5112 Sun Valley Drive Address Email Address Fort Worth , TX 76119 6-29-06 Gity/State/Zip Dam Rev.5130103 R } ATTACHMENT 1C � Page 1 of 3 FORT �(a R T lt-I City of Fort Worth 7 y Good Faith Effort Form PRIME COMP,;,;jY NAME: y Check applicable block to describe prime Jackson Construction , Ltd . PROJECT NAME: M(W/DBE NON-NA WIDBE } Year 2 2004 CIP Group 12 BID DATE 1 City's M/WBE Project Gaal: Pl20JIwCT NUIVIBIwR 6-22-06 21 % DOE No . 4699 s Jf tcr►c l�as� iat esl W ;ee°rr. hci a } l�f $ A P uar� Nnd }�� hdl4 sutiitl°tr�erin :indlor supplier opportunities or if your l?8E: rarficapation:is less khan#he. tly'sro}ettuat,J!tu;rnusl.co�npiafe tlr�s form, If the bidder's method of compliance with the M /WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good - Faith Effort requirement absent proof of fraud, intentional and/or knowing .misrepresentation the facts or intentional discrimination by the bidder. a ilur fo cOtrrplote' this farm; "Q'_its entirety With su r1 in De pAarting documentation, and received by the;; 9_.. parfr�ter t on or before 5 0Q p..rn..five '(5), itY business days afEer bid opening,:exclusive of; bd � nri dote, will result �r1 tine bid berng-;carrsiderernon { sporsirre to:bid specificatiorrs, 1.) Please list each and every subcontracting and/or supplier opportunity) for the completion of this project, regardless of whether it is to be provided by a MVWBE or non-M/WRE, O NOT LIST NAMES OF FIRMS On Combined Projects, list each subcontracting and or supplier opportunity through the 2"dtier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Pp � Opportunities TV Inspection Pipe & Flttings a Interior Manhole Coating Rock Joint Sealing an j Traffic Control Hauling by Dump Truck ] Portable Toilet Concrete Trench Safety Design Manholes HMAC Lime Steel/Rebar F 4 ATTACHMENT 1 C Page 2 of 3 2.) Obtain a current(not more than three(3)months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's AmBE Office. X Yes No Date of Listing / s.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier cas previously listed,at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? ti X Yes (If yes,attach MM'BE mail listing to include name of firm and address and a dated copy of letter mailed_) No 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? ' X Yes (If yes,attach list to include name of M/WBE firm,person contacted,phone number and date and time of contact) No —1 NOTE, A facsimile may be used to compiy_iivith,either 3 or 4, but may not be used-for both_ If a facsIin—ile S is. us4d, attach'the fair confirmatiorl, which` is to Provide MIWBE name, date,' kime',- fax number arid` do_cilmeataon ti 'faxed. is . . NQT'E; if the,list of iVIWBEs for a particular subcoMractingisupplier opportunity is tell (ID) rsr less, #iie : biddar must'coniact the entire lis# to be in comphance with/ clues.tions 3 and.4. if the list of MIV1IBl=s for a particular cubo' tri6tinglsuppiier appoff.unity is tela (10 or more, the bicfdet must contact at least tu¢a: 4. -thirds (W) of tile list. withitl such area'ol opportunity. but nat iest'ttian ten to be in compiiarrce W",fit goe!t66ns 3 and 4- 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? X Yes No 6.) Submit documentation if MIWBE quoties were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the N/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-eamera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,i necessary,and attach_} Company Name Telephon Contact Person Scope of Work Reason for C Rejection Environmental Allies 281.442.411 Ilny Agan Various fence Work done with own iles cs TX Environmental 888.434.824+ lance Broker Various fence Work done with own r seed Cowtoen Redi-PU 817.988.31 Joey McCrory Concrete redi-mix Higher than others Cowtowm Traffic Cant l 817.924.4 24 Roosevelt Burrell Traffic Control Higher than others t2av nFrznrnx PART C - GENES CONDITIONS TABLE of CONTENTS NOVEMBER 1 , 1987 � TABLE OF CONTENTS Cl-1 DgFISITIOss Cl-l . l Definition of Terris Cl-1 (1) C1-1 .2 Cont=act Documents Cl-1 ( 1) C1-1. 3 Notice to Bidders- 01 -1 (2) e1-1, 4 P£oPGbal CI-1 (2) EI-1. 5 Bidder Cl-1 . 6 Ge-neral ConditioRB cl-l . v special E 014ditions CI-1 (2) C1-1 . 8 S2eci£icatio-n5 CI-1 (2) C1-1 , 9 Rbnd Cl-1 ( 3) Eƒ-1 , 10 Contract Cl�l (j Cl-1 . 11 Plana Cl-1 . 12 city Cl-1 (3) Cl-1 . 13 city Council c1-1 ( 3) , C1-1 , 14 Mayor Cl-I (3) CI-1, 15 city Manage= C1-1 (4) C1-1 . 16 city Attorney C-1-1. 17 Director of Pu6±ic Ko£kS CZ-1 . 18 Director, City Wab�r Department CI-1 (4) Cl-1 , 19 Engineer C1-14) 21-1 .20 ContractDE 1 11 (4! CI-1 . 21 Sureties C1-1. ( 4 C1-1 . 22 The W9£k or Project C1-1 (4) Cl-1, 24 working Day CI-1. 24 calendar Day EI-1 5 EI-1 .25 Legal goliday C1-1 (5) Cl-1.26 Abbreviations C1-1 � 5) CI-1 . 29 change Order Cl-l (E) CI-1. 28 Pavcd Streets and Alleys Cl-1 (6) CI-1, 29 unpaved Streets and Alleys Ci-I (9 ) CI-1 . 3C City Str@@ts. CI-1 (9) CI-1 . 51 Roadway Cl-1 (7) CI-1-32 c£avel 'Street C1-1 (7) C2-2 INTERPRETATION AND PRRPARATION OF PROPd§AL C2-2 . 1 P£opOSal Form C2-2 (! ) C2-2. 2 Interpretation of Quantities C2-2 {2� . C)-2,] Ekaiid&at£on of contract Documents and Site C2-2 (2)' C2-2 . 4 SubmiLti#g of P£opo5a1 b2-2 ()) | � . C - . 5 Rejection of Proposals C -2 (3) C2-2 . 6 Bid Security C2-2 (3) C2-2 . 7 Delivery of Proposal C2-2 (4 ) C2-2 . $ Withdrawing Proposals C2-2 (4) .C2-2 . 9 Telegraphic Modi.ficatLon of Proposals C2-2 (4) C2-2-. 10 Public Opening of PToposals f--2-2 (4) C2-2. 11 Irregular Proposals C2-2 (5) C2--2 . 12 Disqualification of Bidders C-2-2 (51 C3-3 AWARD) OF =CUTION OF DOCUINIE TS C3-3. 1 Consideration of Proposals C3-3 (l) (�3-3',2 Minority Business Enterpri:sn Woman-Owned Business Enterprise Compliance C3-3 (l) C-3-3 . 3 Equal Employment Provisions C3-3'(1) C3-3 . 4 Withdrawal of Proposals C3-3 (2) C3-3 . 5 Award of Contrar_t C3-3 (2) C3-3. 6 RettLrn of Proposal. S:ec.urities C3-3 (2) C3-3 . 7 Bonds C3-3 (2 } C3-3 .a Execution of Contract C3-3 (4 ) C3-3 . 9 Failure to Execute Co5tract C3-3 ( 4 ) C3-3 . 101 Beginning Work C3-3 (4 ) C3-3 . 11 Insu-ranee C3-3 (4 ) C-3-3 . 12 ontractor' s Obligations C3-3 (7) C3-3 . 13 Weekly Payroll C3-3 (7) C3-3 . 14 Contractor' s Contkact Administration C3-3 (7) C3-3 . 15 Vemie C+1-4 SCOPE OF WORK C4-4 . 1 Intent of Contract Dacuiaants C4-4 . 2 Spobial Pr€rvisions C4-4 (l) C4-4 . 3 increaserf. or Decreased Quantitles 4-4 (1) C4-4 ..4 Alteration of Contract Documents Cd-4 (2) C4-4 . 5 Ext.Ta Work C4-4 (2) N-4 . 6 Schedule of Operations C4-4 (4 ) C4-4 . 7 Program Schedules for Water and Sewer Plant Facilities C4-4 (4 ) CS-5 CONTROL OR WORK AND MATERIALS C.'5-5. 1 Authority of Engineei C5-5 (1 ) C5-5. Z Conformity with Plans C5-5 (1) C5-5. 3 Coordination of Contract Documents CS-5 (2) C5-5. 4 Caoperation of Contrat.tor C5-5 (2) C5-5. 5 Emergency and/car Rectification Work C5-5 (3) C5-5 . 6 Field Office C5-5 ( 3) C5-5 .1 Construction Stakes C5-5 ( 3) C5-5 .'g Authority and Duties of Inspectors C5-5 (4) C5-5 , 9 IftSpeCtion C5-.5.(5) C5-5, 10 Removal of Defective and Un-authorized Work CS-5 (5) C5-5 , 11 SLEhstitute Materials or Equipment 5-5 (W C5--5. 12 Sampled and 'tests of Materials C5-5 (6) C5-5. 13' Storage of Materials C5-5 (7) Q5-5 . 14 Existing StruutUres and Utiliti s C5-5 (7 ) C5-5 . 15 ItLLerruptien of Service C5-5. 16. Mutual Responsibility of Contractors CS-53) C".5-5. 17 lean'up C5-5 (9) C5-5 . 13 Final lnsp�Ctilarl C5-5 (9) C6-6 LEIIAL RELATIONS AND PUBLIC RESPONSIBILITY C6=6. 1 Laws to be Observed - {1 }. C6-6. 2 Permits and' Licenses 6-.fit1) C:5-6 . 3 Patented Devices, Materials and Processes C -6 ( 1 ) Ci5- . 4 Sanitary Provisions C6-6 (2 ) CG-6. 5 Public Saflaty and Convenience C6-6 (2) C6-6 . 6 Privileges of Contractor in Streets, Alley-5, and Rights-nf- Jay CG-6 (3) C6-6. 7 Railway C z-oasings C6-6 (4 � cr)- . 8 Barricades, Warnings and Watchmen C6-6 (4 ) .c6-6. 9 Use of Explosive, Drpp Weight, etc. C6-6 (6) C6-6. 10 Work Within Easements C6-6 (6) C6�6. 1.1 IndependOnt Contractor CrG--6 (U C6-6 . 12 Cantractor' s Responsibility for Damage Claims C -6 (9) CG-6. 13 Coatractor' e Claim for Pamages Chi-6 (9) :6-6. 14 AdjustmeTit or Reiooation of Pubiic Utilities, eta. C6-6 (10 ) 6-fi, 15 Temporary Sewer Dr_a n- Conner-tions C6-6. 16 A-rrangement and Ch-arges of Watetr Furnished by City C6-6 (i')) 6-6 . 17' Use of a section o.z Portion pf the Work C6-6 (11) C6-6 . 18 CJ=tractorrs Responsibility for Work C5-f) (11) C6-:6. 19. No Waivez of Legal Rights C6-f5 ( 11) C6-6.20 Personal Liability of Public Officials C6-6 (12) C6-6 .21 state Sales 'fax G-6 (12 ) 7-7 PROSECUTION AND PROGRESS C7-7 . 1 Subletting C7-7 (1) C7-7 . 2 Assignment of GbiitracL C:7-7 (1.) C7-7 . 3 Prosec:tition of the Work C7-7 (T ) C7-7 . 4 Llmitations of Operations C7-7 (2) C7-7 . 5 Characte-r of Workmen and Equipment C7-7 (2) 3 � . C7-7 . 6 Work Schedule C7-7 (3 � E7-7 . 9 Timg of Commencement and completion c7-7 (4)- C-7-7 . 9 4)- c].7 . § Extension of Time of Completion E7-7 (4 ) C7-7 , § Delays C7-7-(5) C7-9 . 10 Ti-me of Completion c]-7 (5) C7-] . 11 Suspension by court 0£§@£ CV-7 (6) [J-] . 12 Temp-orary Suspension C7-9 (6). c7-7 . 13 Termination of Contract Due t0 National Eine rgen wy C7-7 (7) C7-9 . 14 Suspension or AbBridoiiment cf the Work and Annulment of contract C7-7 (§) C7-7 . 15 Fulfillment of Contract C7-7 (10) C7-7 , 16 Termination for Convenience of the Owner C7-7 ( 10) C7-7 . 11 Safety Methods and Practices c7-7 ( 11) CS-8 MEAsURV14ENT AND PAS CB-8 . 1 Measurement of Quantities CB-8 (l). C8-8 . 2 Unit 2£ices CB-8 (1� CE-8 . 3 Lump Skim c8-@ . 4 Scope of Payment CS-8 . 5 Partial Estimates a-nd Retainage CS-8 . 6 Kthaold±ng eA ymegt C8-8 (3) C8-8 , 7 Final Acceptance EEt8 ( 3) CS-8 . 8 Final payment C8-8 (3) C8-8. 9 Adequacy of Design OB-8 ( 4) CS-8 . 10 General Guaranty C8-8 (5) c8-8 . 11 Subsidiary Work Ce-8 (5) C8-B . 12 MjsceilAn8aus Placement of Material C8-8 (5) C8-§ . t) Record Documents CS-8 (5) 4 - - i PART C - GENEPAL CONDITIONS C1-1 DEFINTIONS 5 SECTION C1-1 DEFINITIONS C1-1. 1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following term-5 or pronouns in palace of them are used, the intent and meaning shall, be understood aril interpreted as follows : 01-1 . 2 CONTRACT DOCUMENTS: The Contract Docurftents a're all of t-hO written and drawn documents, such as specifications, borkds, addenda, plans, etc. , which govern the terms and -per-fnrmance of the contract . These are contained in the G6neral Contract Documents and the Special Cop.tract Dgoument.3 . a . GENEFAL CONTRACT DOCUMENT$ : The General Contract Doc-uments govern all Water DapaTtrRent Projects and ir�clud'e the following Items: FART A - NOTICE TO- BIDDER (sample) White PART B - PROPOSAL (sample) White PART C G8NERAL CONDITION (CITY) Canary Yellow (Developer) Brown PART D - :SPECIAL CONDITIONS Green PACT E - SPECIFICATIONS E1-White E2-Goldenrod E A-White PERM-ITS/EASEMENT Blue i PART F - BONDS (-Sample) 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 fallowing items : PART A - NOTICE TO BIDDERS (Advex`tisement) Same as above PART 6 - PROPOSAL (Bid) PART C GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART' E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS IC'I'Mil POND C1-1. 15 CITY MANAGM The officially appointed andauthorized City Manager of the City of Fort Worth, 'Texas, or his duly authorized representative. CI-1 . 15 CITY ATTORNEY- The officially appointed City' Attorney of the City of Fart Worth, Texas, or his duly authorized representative . CI--1 . 17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representativ-e. C1-1 . 18 DrRECTOR CITY WATER DEPARTMENT- The duly appointed Director of the City dater Department of the Ci Ly of Fort Worth, Texas, or his duly 'autharized representative, assistant, or agents . C1-1. 19. ENGINEER; The Director of Public Darks, the Director ,of, the Fort Worth City Water Department, or their- ably authorized assistants., agents, engineers, inspectors, of superintendents, acting within the scope -of the particular duties entru9ted to them. Cl-1 .20 CONTRACTOR, The person, persons, partnership, comparlyr, firm, association, or oarporati,on, entering into a contract with the Owner for the execution of the work, acting d_,rectly yr through a duly -authorized representative. A. sub-contractor is a persue, firm corporation, or others under contract with the principal contractor, suppiyiny labor and mat.erials or only labor, for work at the site of the project . C1--1 .21 SURETIES : The Corporate bodies which are wound by such hands are required with and for the Contractor. The sureties engaged are to- be fully responsible for the entire and sa.tinfactoryr fulfillment of the Contract and for any and all requireYnents as set forth in the Contract. Documents and approved changes therein- CI-1 . 22 THE WORK OR PROJECT- The completed work contemplated in aid covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals neces.%ar.yr to produce a completed and serviceable C1-1 (4) CI-1 . 23 WORKING RAMC: A working day is defined as a calendar day, not including Saturdays, Sundays, aad legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less. than seer (7) hours bet.Ween 7 : 00. a . m. and G.'00 p.m. , with exceptions as permitted in paragraph C7-7 . . CI-1 . 24 CALENDAR DAYS . A -calendar day 1,9 any day of the week Or month, no days being excepted. .Cl-1 . 25 LEGAL KOLIDAYS: Legal holidays shall be observed as prescribed by the City -Cauncil of the City of Fart Worth for observance by City employees as follows: 1 . New Y-ear' s Day January 1 . M. L. King, Jr. Birthday Tbird Monday in January 3 . Kf inorial .Day Last Monday in May 4 , Indep�ridence Day July 4 5. Labor Day First Monday in September G. 'Thanksgiving Day Fourth Thursday in [november 7 . Thanksgiving Friday Fourth Friday in November 9 . Chri5t-Ma$ Day December 25 9 . Such other- days in lieu of holidays as the City C:ourkoil may determine. When one of the above named holidays 'or a special holiday declared by the City Council, fails on Saturday, the holiday shall be observed Qn the pre eding Friday, or if it fails on Sun-day, it shall be observed on the following Monday by those employees working on working day operations . Employeea working calendar day operations will consider the calendar haliday as the holiday, C1-1 . 26 ABBREVIATIDNS : Whert ever the ahhrevlaticns defined Herein appear in Contract Documents, the inteint and meaning shaii be as. finllows : AASHTO - American Association of State Highway Transportation Of f icial s ASCE - American Society of Civil Engineers LAW - In Accorciance With AWWA - American Water Works Association ASA - Americah standards Assac:iation H1 - Hydraulic institute -Asph. - Asphalt Ave. - Avenue @Ivy#. - Boulevard C1 - Cast Iron L - Center Line GI -- Galvanized Iron Lire. - Linear or Lineal lb. - Pound MH - Manhole Max. - maximum MGD - Million Gallons per pair CFS - Cubic root per Second Min. - Minimum Mono . - Monolithic - Percentml R - Radius I . D, - Inside Diameter O. D. - Outside Diameter Elev. - Elevation F - Fahrenheit O - Centigrade In. - Inch Ft . - Foot Cy - Cubic Yard yd. - Yard Y - Square Yatd L. F. - Uriear Foot 0. 1. - Ductile :iron Cl-1 . 27 CHANGE ORDER: A "Change Order" iS a written supplemental agreement between the owner grid the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were suhmitted . lrncreasc in unit quantities stated in tie proposal are not the subject mattei of a Change Order unless the increase. or decrease is more than 25% of the amount of the particular item or items 1.n the original proposal . All "Change Orders" sharp be prepared by the City from infDrmation as necessary furnished by the Contractor. CI-1 . 28 PAVED STREETS AND ALLEYS: A paved street or allay shall be definer=s as 'a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface : Ci,] (b) 1 . Any type 0f asphaltic Ccncrnte with or without separate base material . 2 . Any type of asphalt Surface treatment, now Including as oiled mu£face, with or without separate base mate£lal . 3. Britk, with or without separate base matbrial . 4 . Co-ncrete, with or without Separate base material . 5 . Any combinatibn of the above. CI-1.29 UN WAVED _STREETS GR. ALLEYS : An unpaved st£eat, alley, roadway or other surface is any mea except those defined above for "Paved Streets and Alleys . " CI-l. ]O CITY STREETS: A city Street is defined as that area between the right-of-way linea as the gtteet is dedicated . §1-1 , 31 ROADWAY: eEe roadway is d@£iri@3 as the kfea between parallel lines t¥J (2' ) feet back of the, curb linea oI four � 4' ) feet back of tha average edge of pavement where 5o curb e-xists. C1-1 . 32 GRAVEL STREET : -A gravel Street is any unsaved Street to which has been added aDe or more a221ications of gravel Ot sim-ilar m-aterial other than the Ratural material found on the Street surface before any improvement was made . � C w| (7) SECTION C-GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSA1 SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2 . 1 PROPOSAL FORM: The Owner will furnish bidders with proposal forms which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid price5 are requested. The Proposal form will state the Bidder' s general understanding of the p-reject to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering' into a formal contract . The Owner will furnish forms for the Bidder' s "Experience Record, " "Equipment Schedule, " and "Financial Statement, " al-I of which must be properly executed and filen with the Director of the City Water Department erre week prior to the hour for opening of bids . The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid pekadt issued by an appropriate state licon8ing agency, and shall have b8en so prepared as to reflect the current financial status. This statement must be eurrent and not more than one (1). year old. In the ease that a bidding date falls within the gime a new statement is being preparedo the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10t) percent of the estimated project cast will be- required . For an expe-rience record to be considered to -be acceptable for a given project, it dust reflect the xperience of the firm seeking qualification in work of Doth the same mature and magnitude as that of the project for which ]aids are to be received. Such experience mu.9L have been on projects completed not more than five (5) years prior to the date on which bids are to be received. The Direc�tv-r of the Water Depa..rtmertt shall be sole judge as tcF the ao�eptahility of experienQe for qualification to bid on any Fort Worth Water Department project . The prospective bidde�-c shall schedule the equipment he has avaiiable for the praject and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2(i) C2-2 . 2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will, be used for the purpose Qf comparing gids ori a uniform basis . Payment will be made to the Contractor for only the actual quarititie-s of work performed or materials furnished irn strict accordance with the Contract Doc=ents and Plans . The quantities of work to he performed and matsriais to be furnished may be increased or decreased as hereinafter -provided, without in ,any war invalidating the ur;it pric'eS bid or any other- requirements of the Contract Documents . C2-2 . 3 EXAMINATION OF CONTRACT DOCUMENTS AN-D SITE OF PROJECT: Bidders are adviaed .hat the -Cantract Documents on file with the Owner .shall constitute all of the information which the Owner will furnish . A-11 additional irnfoi7mation and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and ahall be-come part of Lhe Contract Documents just as though such addenda were actuatly written into the original Contract Documents . Prior t� the filing of proposal, bidders are required to read and become -familiar with the Contract- Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their: awn independe-nt research and investigations, tests, barinj, and by such other meana as may b�_- necessary+, to gain a complete knowledge of the conditicrn.s whiQb will he enc-ountered during the construction of the project . They Must judge for themselves the difficulties of the work and ail attending circum;ftanct-_s aftectirkg the cost of doing the- work or the time required for its completion, and obtain all information regQired to make an intelligeDt proposal. No itiforrftatiorn given by- the Owner or any representative of the. Owner other than that contained in the Contract- Documents and offic.ially promulgated addenda thereto, shall be binding goon the Owner . Bidders shall. rely exclusively and solely upon- their a-wn estimates, investigation, research, tests, explorations, and other data which are necessary for full a:nd complete information upon which the }proposal is to be based. It is mut-ually agreed that U16 sdbmisslon of a Proposal in prima-facie evidence that the bidder has Made the investigations, examinations and tests herein required. Claims for additi6nal cornpen!�atiun due to variaLions between conditions actually encounterL-d in �-_Qn.5tructIon arks# as indicated in the Contract Dncumentq will, not be allowed. C2-2 p) The logs of Soil Borings, if any, showing on the plants are for general info ation3 only and may riot be correct . Neither the Owner nor the Engineer guarantees that the data shown is representative of conditions which actually exiet . C2-2 . 4 SUBMITTING OF L'RU?USAL: The bidder shall submit his Proposal an the form furnished by tete Owner. All blank spa'ces appl i cable to the project con to hied in the fora s-ha ll be coa-rectly fill-ed in and the bidder shall state the prices, wtitt6n in iznk in both words and n meTals, for which he proposes to do the work contemplated or furnish the materials regaired . All such prices shall be written legibly. In ease of discrepancy between the price written in. words and the price wxitte-z In numerals, the price most advantageous to the City shall govern. If a. pr posa3. is subm-itted by an individual, his or her name must he signed by his (her) duly authorized agent . If a proposal is submitted by a firm, association, cr partnership, the name and -addr.ess of each member must be given, and the proposal must be signed bq a member of the firm association, or partner.9hip, or by a person duly autNorized. If a pTopc)sal is -submitted by a company or corpozation, the company br corporate -name and business address must be given, and the proposal signed h.y ars official or duly authorized agent . The corporate sea]. rnust be aFfixed . bower of Attorney authorizing agents or others to sign prapcssal mupt be properly certified and must be in writing and $ubWtted with tete proposal . :C2-2 . 5 1EJECTION 'QF PROPOSALS : Proposals may be rejected if they show any alteration of wards or figures, additions not called for, conditional or. an ailed for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unh:alanced values of any items . Proposals tendered or deliv-ered after the official time designated for receipt. of p.ropo sals shall he returned to the Bidder unopened. C2-2 . 6 - BID SECURITY: No proposal. will be considered uniess it is accompanied by a "Proposal Security" of the character and in the amount indicated In the "Notice to Bidders" and the "Proposal . " The Kiri Security is requ.ired by the Owner as evidence of goad faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will withiti the required time execute a faunal contract and furnish tfie required perfurmance and other bonds. The bid se-curi Ly of the C2-'?(3) three lowest bidders will be retained until tete contract is -awa.rded or other dispos-ition is made thereof. The bid security of all atter bidders may be returned promptly- after the canvass 7 of bids . C2-2 . 7 DELIVERY 'OF PROPOSALS: No praposal will be considered artless it is. deli"re.d, acc!cmpanied by its proper Bid sectirity, to the City Manager br his representative in the official place of busirness ca.s set forth in the "Notioe to Bidders . " It is the Ridder' s sole responsibility to -deliver the proposal at tho proper time to rhe proper place, The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal ictually delivered. Each proposal shall be in a seal.i5d envelope plainly marked with the word "PROPOSAL" and the name of description of the project as designated in the "Notice to Bidders . " The envelope shall be addressed to the City Manager, City Hall, FDrt Worth, Texas . i C2-2 . 8 WITHDRAWIN PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for oponing proposals . A request. for non-consideration of a proposal must be made in writing., addressed to the City manager, and fixed With him prior to the time set for the apening of proposals . After all. proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which cion-ccnsidieration requests have been properly filed mai, at the option of the Owner, be. returned unopened . C2-2 . 9 TELEGRAPHIfr MODIFICATION or PROP03ALS- ariy bidder may modify his proponal by telegraphic communication at any time prion to the timO set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly autheDticated confirmation of such telegraphic communication over the Signature of the bidder was mailed prior to the proposal opening time. If such confirmatlon is not received within fc3r-ty-eight (48 ) hours after the proposal opening time, no furthet consideration will be given to the proposal . 2-2 . 14 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and fol which no "Dort--consideration Request" has i -beetx ro.caiyi�d will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated i'n the "Klotic� to Bidden . " All proposals which have been opened and read will remain on file with the owner until i C2-2(4-) 1 the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of b i ds . C2-2 , 11 IRREGULAR PROPOSALS : Proposals small be c€ n-sidered as being "Irregular" if they show anje 4r�tsslori,�F alterations of forret, additionz, or conditions not called for, unauthorized alternate bids, or ir.requla.rities of any bind . However, the Owner feaerves the right to wa:'L,ve any and .all irreguiaritles and to make the award of the cantract to the lest interest of the City. Tendering a proposal after the closing hour is ari irregularity which cannot be warred. C2-2 , 12 DISQUALIFICATION OF BIDDERS : Bidders may be disqualified and their proposals not considered frDr -any of, but ri.ot limited to, the following reasons: a. Reasons for believing- that collusion exists among bidders . b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. C. The bidder being- interested in any litigation against the owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in axr ars. 'n any existing corltracf or having defaulted on a preyious contract . e. The bidder having performed a prior Qontract. In an unsatisfactory manner . f. back of competency a-s- -revealed by the financial statement, experience revord, equipment schedule, and such inquiries as the Owner may see fit to make. 9 - [uncompleted work which, in the judgm4 int of the Owner, will prevent cr hinder the prompt completion of additiorai work if awarded. h. Thi bidder not filing with the Owner, Dae week in advance of the hour of the opening of proposals the following: 1 . Flnan-cial .statement showing the financidl cond-ition of the bidder as specified in Part 'A" a special Inst ruct-3,ons. 2 . A current experience record showing especially the projects of a nature similar to the one under con5ldDration, which have been successfully completed by the Bidder . C2-2 (5) 3 . An equipment schedule showing the equipment tho bidder has available for use big the project . The Fid Proposal df a bidder who, in the judgment of the Engineer, is disqualified finder the �eequiTements stated herein, shall be set aside and not opened. i C2-2(6) PART C-GENERAL CONDITIONS C3-3 AWARD ,AND EXECUTION OF D00014ENTS SECTION C3-3 AWARD AND EXECUTION OF DOCVMNTS C3-3 . I CONSIDERATION OF. PROPOSALS : After proposals have been apened and xea€# aloi,d, the pr-opos.als will be tabFalated on the basis of the quoted prices, the quantities shown in the proposal, and the application of :such formulas or tither methods of brining itents to a cojumnn basis as may be astablisho.d in the Contract Qocuments . The total obtained by taking the zum of the products of unit prices quoted and the estimated quantities plus any lump surn items and such other quoted amounts as may enter into the cost -of th(e completed project will be considered as the amount of they bid, Until the award of the cQntrac-t is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work its any manner as may be oor}sidered for the best intertest of the Owner . �;3-3 . 2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE; Contractor ag.rees to provide to Owner, Upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) arr/or a Woman-Owned Buskn4r :ss Enterprise (WEE) on the contract and the payment therefore . Coatractor further agrees, upon request by Owner, to allow an audit and/or an examination of any books, retards, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any matetial misrepre-sentation of any nature will be' grounds for tert[tination of the contract and for initiating any action Under appropriate federal, state or local laws and ordinances relating to false statements; further, any such rmisrepresentation may be grounds for disqualification of Contractor at Owner' s discretion for bidding on- 'future contracts with the Owner for a period of titne of not less than six (6� months . C3-3. 3 EQUAL EMPLOYMENT -PROVISION - The Contractor shall ccmpl.y with current City Ordinance prohibiting discrimination in employment Practices . The Contractor shall post the required C3-� (1) notice to that effect on the project site, and at his request, will be provided. AssistarG�.e by the City of Fort Worth' s Equal Employment Offictar� who will refer any -qualified applicant he may i have on file in his cffi.ce to the Contractor. AppTDpriate notices may be acquired from the Equal Employment Offic-er . C3-3 . 4 WITHDRAWAL OF PROPOSALS After a p.raposal has been read itiy the Owner it cannot be withdrawn by -the Bidden within forty- five { 45] days after the date on which the proposals were opened . C3-3 . 5 AWARD OF CONTRACT: The Owner reserveA the right to withhold final acticti on the propo.5a15 for a reasonable time, not to exQeed forty-five (45) days rafter the date of cpen#.ng proposals, and in no. event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The- award of the contract, if an award is trade, .will he tQ the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of :ouch award. 03-3 . 6 RETURN OF PROPOSAL SECURITIES : As soon a;s prDposed price totals have boen determined fior comparison of bids, the Uwner may, at its dijcretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. A11 other- proposal securities, usually those of the three lowes't bldder�5, will be tetalned by the owner until the required contract has been. executed and bond furnished or ttie Owner has eth-erwisjLr diuposed of the bids, after which they will be T-eturned by the city Secretary. i C3-3 . 7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, ,and, file with the Owner in the amb'unts herein required, Lhe fallowing bonds ; a . PERFORMANCE BOND- A good and sufficient pe-r-Eo ante bond in an amount not less thark 100 percent of the amount of the contract, as evidenced by the propgsal arta tabulation or otherwise, guaranteeing the full and faithful a ec:utiort of the work and performance of the contract, and for the prQt.ection of the Owner and all other persons against damage by reason of negligernoe of the Contractor, or improper execution of the work C3-1(2) b. or the use of inferior materials . Tiiis pex-formance band shaLl guarantee the payment for all labor, materials, equipment, --5upplies, and services used in the construction of the work, and shall remain in full farce and effect until provisions as above stipulated are accomplished and final payment i5 made on the project by the- city. C . MAINTENANCE BOND; A goad and sufficient maintenance band, in the amount of Trot less than 100 percent of the amount of the contract, as evidenced by the ptoposal tabulation or otherwise, guaranteeing the pr,ompt, Ball and faithful perforraance of the general guaranty which is s-et forth in paragraph U-8.. 10 . d. PAYMENT ROMD: A good and sufficient payment bond, in an amount not less, than 100 percent of the amount of the contract, ias evidence by the proposal tabulatio.rl Q otherwise, guaranteeing the prompt, fall and faithful payment of. all claimants as defined in Article 516.0, Revised CL-�ril Statutes of Texas, 1925, as amended by House Bill 344 Acts 50 Legislature, Regular Se5,;5i,on, 1959, effective April 27� , 1959, .grid/car the latest version thereof, supplying labor and materials in the prosecution of the work proVided for in the contract being constructed under these spec-ificati.ons . Payment lloTid shall remain in force until all payments as above stipulated are made . e.. DTHER BONDS ; Such other bonds. as may be required by these Contract Documents stall be furnished by the Contractor . No sureties will be accepted by the Owner which are at the time in default or delinquent an any bonds or which are interested in any litigation against the OVn-er. All bonds shall be made on the forms furnished by the Owner and sha11 be executed by an apprcved surety company doing burin-ess in the City of Fort Worth, Texas, and which is acceptable to the owne-r. In order to be acceptable, the name of the surety shall be included on the current U .-S. Treasury list of acceptable sureties, and the amzourit of bond written by any on6 acceptable company shall not exceed the amaunt shown on Lhe Trezizury List for that company. Each bcnd shall be properly executed by both the Contractor and the Surety Company. C3-3 (3) Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Coritractor to that effect and the Contractor shall inu-Qediately provide a new surety satisfactory to the owner. No payment will be made under the contract until the new surety or sureties, as required, have { -qualified and have been aocep�ted by the Owner. The contz'ar_t shall not be operative no-r will any payments be due or paid uritil approval_ df the bonds by the Owner. C3-3. B- EXECUTION OF CONTRACT : Within tent (10) d.ayo after tete: Owner has by appropr-i'ate resioluticn, or otherwise, awarded the contract, the Contractor sh.all execute and file with the Owner= the CantracL and such bends as may be required in the Contract Documents . C3-3 . 9 FAILURE TO EXECUTE CONTRACT: Th-.e failure of the Awardee to execute the required boat# or bonds or to sign the required contract within ten (10) days after the i:ontract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determ-ine the amount of damages .o�cu-rring to the Owner by reason of said awardee' s failure to :execute paid bongs and contract within tent ( 10) days, the- proposal s.ecurity accompanying the proposal :shall be the ag-reed amount of damajes which Owner will suffer by reason of such Failure on the part bf the Awardee arid shall thereupon immediately bi� forfeited to. the Owner. The filing of a proposal- will be considered as an acceptance of this provision by the aidder . C3-3 . 10 BEGINNING WORK: Tha - o-ntractor shall. not commelice work upti4 authorized in writing tc do. s-a by the Owner . Should the Contractor fail to commence work- at the site cif the. project within the time stipulated in the written authorizationy usually termed the "Work Order" or "Proc-aed Order", it is agreed that Lh6 surety Company will, within tern 910) days after the camma -ur_ement date set forth in Such written authQrizatioxi, commence the physical execution of the contract. C3-3 . 11 INSURANCE: The Contracter aha.11 rot commence work under this contract until he has obtained all the lnsura5ce requifed Under the Contract Docdmernts, and such insurance hay been approved by the Owner. The prime Contractor shalI be I CM (4) I responsible for delivering to the Owner the sub-contracitor' s certificate of insurance for approval . The prime contrar-tor shall indicate of the certificate of insurance included in the documents for execution wh-ether or not his insurance ccVers sub- contractors . It is the intention of the Owner teat tine insurance coverage x7equired herein shall inel-iide the coverage of all sub-mntrac-tors. aL. COMPENSATION INSURANCE: 'I'd'le Contractdr shall maintain, dining the life of this contract, Workers' Compensation Ing-ararice on all of his employees to be engaged in work on the project under this contract, and for all. sub-corntractors . In case any- class 4;f employees engaged in hazardo-us work on the Orcject under this contract is not protected under the Workers' cornpensar-ion Statute, the Contractor stall provide adequate emplayerls general liability insurance for the protection of such of his 'employaes not so protected . b . COMPREHENSIVE GENERAL LIABILITY INSURANCE ., The Cont.racto.r shall procure and shall maintain during the life of this contract Contractor' s Comprehensive General Liability insurance (Public Liability and Property Damage Insurance) in an amount not less than $500, 0.00 covering each occurrence 'on account of bc)dily injury, including death, and in an amount not less than $5CO, 000 covering each occurrence on :account of property damage with $2, 000, 000 umbrella polio coverage. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-merktioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1 . Contingernt Liarbilit. (covers General Contractor' s Liability for acts of sub-contractoars) . 2 . Blasting, prior to any blasting being -done. 3'. Collapse of buildings or structures' adjacent to exccavatioin (if excavations are to be performed ad�acent to ;Lane) . 4 . Damage to underground utilities for 500F00-0 . 5 . Builder' s risk (where above- round structures are involved) . 6. Contractual LiabillLy (covers all indemnificatian requirements of Contract). D3-3 (5) d. AUTOMOBILE INSURANCE - BODILY INJURY RY AND PROPERTY DAMAGE: The Contrar-tor shall procure and maintain, during the 'life of this -Contract, Comprehensive Automobile Liability insurance in an amount not lass than $250, 000 for knj.uries including accidental death to any one person and subject to the sam+a limit for each person as amount not less than $50G, HO on accoLint of oae accident, and automobile property damige insurance in an amount not less than $100, 00'0. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurzince required under the above paragraphs shall pxavide adequate protection for the Contractor and his sub- contractors, respectively, against damage claims which may arise from operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be oTicounteL-ad in the performance of the Contract . f. . PROOF OF CARRIAGE' OF INSURANCE: The Contractor shall furnish the Dwner with satisfactory proof of coverage by insurance required in these Coptract Documents in amounts az-id by carries satisfactar to the Dwner . (Sample attached. ) All. insurance requirements made upon the Contractor shall apply to the subcontractor, should the Prime Contrautor' s insurance not cover the sub-contractor' s work operations . g. FOCAL AGENT FOR INSURANCE AND BONDING: The insurawe and bonding companies with whom the Contractor' s insurance and performance, paymernt, maintenance and all such other hands are written shall be represented by an agent or agentS having aTi off_loe located within the city limits of the City of Fort Werth, Tarrant County, Te as . Each such agent shall be a duly iqualified agent, one urn whom service of proce:es may be had, and must have authority and power to act on behalf -of the insurance and/or bonding company to negotiate and settle with the City of Fott Worth, or 0-3(6) any other clai-mant, any claims Lhat the City of Fort Worth or other claimant or any property owTier who has. been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding .companies, then such authoi-ity must be vested in a local ,agent o± claims officer residing in the ML�troplex (the Fort Worth-Dallas area . } The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance . C3-3. 12 CONTRACTOR' S OBLIGATIONS : Under the Contract, the Coritractor shall pay for all materials, labor and Services when due. C3-3 . 13 WEEKLY PAYROLL: A certified copy of eacil payroll covering payment of wages to all person engaged in work ori the project at the site of th'e project shall be furnished to. the Owne-r' s representative within 'se*ren (7) days after the close of each payYQ11 period. A copy or copses of the applipable minimum wage rates as set forth in the Contract DoQuments shall, be kept posted in a conspicuous place at the site of the project at all ti.rhes during the course of the Contract. Copies of the wage rates wiii be furnished the Contractor, by the Owner: howsvkor, posting and protection of the wage rates shall be the responsibility of the Contracts. C3-3 . 14 CONTRACTOR' S CONTRACT ADMIUISTRATION: Any Contractor, whether a person, persons, partAersh-ip, company, firm association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will Piave or shall establish a fully Gperational business office within the kart Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with fu11 authority to transact all business actions requir0d in the performance cf the Contract . This Local .authority sh;ail be mane responsible to act for the Cantractor in all Matters pertaining to the work gover-hed by the Contract whether it be administrative. or otherwise and as such shall be empowered, thus delegated and directed, to Settle ,all materia,, labor or oLhar exgeriditures, all claims against the work or any other matter associated such an maintaining adequate and appropriate insurance or security coverage for the projO_ct . C3.3 (7) Stich local authority for administration of the work under the Contract shall be maintained untiml ail business transactions executed as part of the Contract are complete. i Should the Cnntractor' s principal base of operations be other than in the Fort Worth-Callas metropolitan area, notification of the Contractoris assignment of local aotherity shall be made in writing to the Engineer in advance of any work cn the project, appropriately, sighed and sealed, as applicable, by the Contractor' s respQnsible officers vitt the uAdierstauding that this written assignment of authority to a local representative Hall become park of the project Conttaqt as though bound directly into the project documents . Ths intent of thpoe i requirements .is that all matters associated with the Contractor' s administration, whether oriLrited in furthering the work, or other, are governed directly by local authority. This same requirement is :Lmposiad on insurance and surety. cmoverage . Should the Contractor' s local representative ,fail to perform to the satisfaction of the Engineer, the Engineer, at Anis sole discretion, may demand that such local rupresentative be .replaced and the Engineer may, at his sole discretion, stop all work until a new local authority sati8factory to the Engineer is a;signed. 146 credit of working time will be for periods in which work stoppages are in effect fart his reason. C3-3 . 15 VENUE; Venue of any action herein shall be exclusively in Tarrant Munty, Texas . C3-3 (8) PART C-GENERAL, CONDITIONS C4-4 SCOPE OF WORK SECTION C+4-4 SCOPE OF WORK C4-4 . 1 INTENT OF CONTRACT DOCUMENTS : It is the definite intention of these Contract Documents to prov de for a complete, useful project which the Contractor undertakes to construct or fue-nish, all in full compliance with the requirements and intent of the Contract Documents . It is definitely understood that the Contractor shall do all work as provided for in the Contract Decuments, shaYl do all extra of special work as may be considered by the Dtwa8r as necessary to complete the -project in a satisfactory and acceptable manrier. The Contrar-tor shall, unless otherwise specifically stated in theesa Contract Dociiments, furnish all labor, tools, materials, machinery, equipment, special sorvices, and incidentals necessary to the prosecutian and completion of the project . C4-4 .2 SPECIAL PROVISIONS -, Should any work or conditions which are hint tboroughly and satisfactoTi.l+y stipulated ox Gavered .b General or Special Conditions of those Contract Dbeaments be anticipated or should there bp- any additional proposed work which is not covered k?y these Contract Documents, thea "special Provisions : covering ali such work will be prepared by the Owner previous to the time of receiving bids or proposal for such work and furnished to the bidder in the form of Add8nda. All such "Special PrQ-7ioi ins" shall be coFtsidered Lo be a part of the Contract Dncuments just as though they were originally written therein. 4-4 .3 INCREASED OR DE R ►SSD QUANTITIF . The Owner re-gerves the right to alter the quantities cf th4e work to- be- performed or to extend or shorten the improvements at any time when and if found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices . Such increased or decreaged quantity shall not be more than 25 percent of the contemplated quantity of Such item or items . When such changes increase or decrease the original quantity of any item or items of work to he done or materials to be f irniahed by 25 percent or more, thsn either party to the contract shall upon written request .to the other party be entitLed to a revised consideration upnry that pgrtion of the work shove or below the 25 percent of the original glxantity -stated in the proposal: such revised consideration to be 4-4 M determined by spectia1 4greement or as. hereinafter provi-ded for "Extra Work . " No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waivi.nq or invalidating any conditions or provisions of the Contract Doc-araents . Variations in quantities -Qf sanitary sewer pipes in depth categori-as, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C;4-4 . 4 ,ALTERA'T'ION OF CONTRACT DOC~UMEFT : By Change 0-rder, the Orarter reserves the right to make suoh changes in the Gontrnct Dooumen.ta and in the 4--haracter ar quantitie; of the work as may be necessary or desiz-able to insure completion in the most satisractor tnaziner, provided such changes do not materially, alter the original Contract Documents or change the general nature of the project as a whole. Such change--s shall not be cnnaidered a-,s waiving or invalidating any oandition of provision of the Contract Documenta . C4-4 . 5 EXTRA WORK-, Addit-Jonnl work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the- C:ontract Do-buments, shall be defined ao.- "Extx'a Work" and shall be performers by the Contractor in accordance with these Contract Documents or approved additions thereto; pr�:)�rided, howe err that before any extra work i.s begun a "C haage Order" shall be executed or written ardor issued by the Owner to do the work for payra4entg- or credits an shall be determined by one or more combination of the following inethods : a. Unit kid price previously approver. b. An agreed lump sum. C. The actual reasonable cast of ( 1) labor, (2j rental of equipment used on the extra work for the time s,Q used at Associated General Contractors of America current equipment rental rates, (3) materials entering permanent) into the prQject, and (4 ) actual past of insurance, bonds, and racial security as determined by. the Owner, plea a fixed fee to be agreed upon but not to exceed 1.0% of the actual cost of such extra work. The fined fee is not tb include any additional profit to the Contractor for rental of equipment owned by hizr and u$ed for the extra work . The �] •}AI Ricoft C4-4(2) iP IiIU-Mff d. fee shali be fall and complete compensation to- never the oe.st of superintendence, overhead, other profit, general and all ether expense not included in (1) , (2) , (3) , and (4 ) above . The Contrattor shall beep accdrate cost records on the form and ire the method suggested by the Owner and shall give. the Owner access to -all accounts, gills, vouchers, and -records relat-ing tc the Extra WDrk. No "Change Order" shall become effectfvii� uritil it has been .approved and signed by each of the Contracting parti.eu . No claim for Extra Work of any kind will be allowed unless ordered in- writing by the Owner . In case any orders cr instructions, either oral or wz7itten, appear to the Contracte.r to involve Extra Work for which he 5hculd receive compensation, he shall make written request to thL- erxgi_-neer 'for writ-ten orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not constitute Extra Work or as to the payment thereof, and the E,n,gineer insists upon .its perforntance*, the Contractor shall proceed with the work after making written requezt for written orders and shall keep an accurate account of the actual reasonable cosC thereof. a� provided u-nder method (Item C) . Claims for extra work will not be paid unless the Contractor shall file his claim with the owner within five (5) days before the time for making the first estimate after sveh work is done and unle-ss the claim is supported by satisfactory vou�,-bers and certified payrolls covering all labor and materials expended upon the said Extra Work . The Contractor shall furnish the Owner Stich installation records of all deviattionz from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corr=ected s.et of plans showing .tire actual installation. The compensation agreed upon for `extra work" whether or trot initiated by a "change order" shall be a full,, complete and Final payment for all costs Contractox- incurs as a result or relating to the change nt xtra work, whether said casts are known, unknown, faresaen or unforeseen at that Brite,. including without. li-mitatiorr, any costs for delay, extended overhead, ripple or impact colt, or any other effect on changed or unchanged work ae a result of the charge or extra work , C4-I (3) i 4-4 . 6 SCHEDULE OF OPERATIONS. before -commencing any work under this Qon.tract, the Contractor shall submit to the Owner and -xer_eive the Gwnerfs approval thereof, a "Schedule of .Operaticn.,s, " showing by a straight line method the date of commencing and finishing each of the major- elements of the -con.traot . There shall be also shown the estkmated monthly post of work for which estimates are to be expected. There stall be presented also a -compo'site graph showing. the anticipated progress of construction withl the time .being platted harizQDtally and the percentage of completion plotted vertically. The progress oharts shall be prepared on 8 " ll" sheets and .at least five blade of blue line prints shall be furnished to the Owner. C4-4 . 7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITI- .; Within Ten ( 10) days prior to submission of first monthly progress payment, the. Contractor shall prepare and su.kamit to the Owner for approval six c6pies of the schedule in which the Contractor proposes to carry on the work, the date of -which he will start the several major activities (inol.udirig procurement of rrrnaterials, platx.s., and equipment) and the contemplated dates r for completing the s:ame . The sch-6du16 shall ho in the form of a time schedule Critical Path Method JCPM.) network diagram. As rs the wok progresses, the ontractcx' shall enter an the diagram the actual progress at the end of eaQh partial payment period or at such intervals as directed by the Engineer . The Contractor Shall also revise the schedule to reflect any adjustmermis in contract time approved try the Engineer. Three copies of the updated schedule shall be delivered at sucK inte�vals as directed by the owner. As a minimum, the construction schedule slia-11 iuc urporate all work. elements and acti-vities indicated in the proposal and in the technical specifications . Prlor to the- final drafting of the detailed construction schedule, the contractor shall review the draft schedule with the Eng.irneer to e-nacre theontrar-t.or' s understanding of the �vntract iequirements . The follawt.ing -guidelines. shall be adhered to in preparing the construt-tian zaEedul4� : a. Milestone dates and final project completion dates shall be developed to ccnforrn to time constrairkts, sequencing requirements and completion time. .c (4) b. The construction process shall be divided into activities with time duratichs of approximately fourteen ( 14) days arid' construction v.al.ues not to exceed $50, 000. Fabrications, delivery and submittal activities are exceptions to this guideline . C . Durations shall be ire calendar days acid Tic i- al hollda s and weather canditions over the duration of the contract shall be accounted for within the duration of each activity. d . One critical path sbal.l. be- shown on the construction schedule. e. Float time is defined as the amount of time between the ea-rliest start date and the latest start date of a chain of activities of the CPM constructzozi schedule . Float time is not for the exclusive use o-t benefit of either the Contractor or the Owner. E. Thirty days -,shall be used fo-r submittal review unless otherwise zpecified. The. con8tructlon. schedule shall, as a mini-mum, be divided Into general cateq-cries as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of apprQxima.tely fourteen ( 14) days' duration. For each general category, the ,o-iistrur-tion schedule shall .identify all trades or subcontraota whose work is represented by activities that follow the guidelines of this Settion, For each of the traders or nabcontracts, the construction sc-hedule shall indicate the following procureirsents, construction and pro-acceptance a-rztivitjes and events in their Logical s qu ncc for "uipmont and materials . .l . Vreparation and tr�ansmi.ttal of submittals . . Submittal reviiw periods . 3 . Shop fabrication and delivery. 4 . Erection or installation. -4( 5. Transmittal of manufacturer' s operation and maintenarice ihstructio-ns . Installe-d equipment and materials testing. 7 . Owner' s operator instruction (if applicable.) . 8 . Final inspemiQ n. 9. gperational testing. 10 . Final inspectian. If, in Lhe opinion of the owner; w9r accomplished fallq behind that. acheduled, the Contractor shall take such action as necessary to improve his p3cogre5s . In addition, the Owner m4y require the 05tracto.� to submit, a revised schedule demcnstratinq his prograra and proposed plan to make up lag in scheduled progress and to insure eomplet-ion of the work within the contract time. if tyke Owner f.incts the propipae.d plan not acceptable, he may require the C<intxactor to increase the work force, the eonstruQtion plant and equipment, .the numbet of work shifts or the overtime -opci�ations without additional cost to the 0wohel . Failure of the Contractor to comply with these requirements shall be tonsidOred grounds for determination by the Owner that the Contractor is failing tb ptasccute th.e work with such diligence as will insure its cQinpletion within the time specified. C4.4 (6) PAR'S C-GENERAL CObIt ITIC1N C5-5 CONTROL OF WOLF{ AND MATIR:RTA.LS SECTION C5--5 CONTROL OF WORX ,ASND MATERIALS .C5-5. I AUTHQRITY OF ENGINEER: The work shall be pnrfQrmed, to the satisfaction of the Engineer and in strict compliance with the Contract DocumeTLts . fl e shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall s'equerice of tete construct.iorj, interpretation of the Contract DQcuir eats, acceptable fulfillment of the contract, compensation, mutual rights betwaeri Contractor and Owner under these Contract Documents, : +upervisian of the work, re3umption of operations, and all other questions or dlspi�tes which may arise. Engineer Will not be responsible for Cont Eac::tor` s means, methods, techniques, sequences of procedures of r-onstruction, or the safety precaution and p-rcgrams incident thereto, and he will not he responsible for ContractQr' s failure to perform the work in accordance with the Contract Documents . He shall detetmine the amount. and quality of the work conipleted and materials ±urni-shed, and his deci-giona and estimates sham, be final . His estimates in such event shall be a candition to the r=ight of the Contractor to receive money due him under the -Contzact . The Owner s.haLl have executive authoTity to enforce and make effective such necessary decisions and ord,er5 as the Contractor .fails to carry out promptly. Ire the event of any dispute between the Engineer and Contractor over the decision of tete Engineer on any such matter, the Engineer must, within -a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5 . 2 CONFORMITY WITH PLANS : The finished project in ail cases shall oonfo.rm with lines, grades, r-zoa,9-sections, finish, and dimensions shown on the plans or aTiy other requirements otherwise described in the Contract Documents . Any deviatiorn from the approved Contract Documents required by the Engineer duping construction will in all uses he determined by the Engineer and authorized by the Owner by Change Order . Cs-s(a) C5-5 . 3 COORDINATION OF CONTRACT DDCOMENT : The Contract Documents are made up of several sectiorns, Wbich, taken itQgether, are intended. to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections . In case of discreprancies, figured dimension shall govern ovier scaled dimensions, plans shall govern over specifications, sp&cial conditi_orrs shall govern over general conditions and standard specifications, and quantities 5hQwn on the }clans shall govern over those shown in the proposal_ The Contractor shall not take advantacje 'o€ any apparent error or oi.pissiori in the Contract Documents , and the Owner shall be permitted tb make such correctidns or interpretations as may be d4eemed necesE5ary for the fulfillment of the intent of the Contract Documents. Ire the event the Contractor discovers an apparent error or discrepancy, he shall immediately call tiyis condition to the attention of the Enoineef. In the event of a uoTtflict in the drawings, :�pec:ifications, or other portions of Lhe Contract Documq�rits, which were not reported Prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the c nflict . C5-5 . 9 COOPERATION OF CONTRACTOR: The- Contractor will be fux.-niched with three sets of the- Contract Documents and stall have available on the site of the project at all times one set of Stich Contract Documents . The Contractor shall give to the work the consta-nt attention necessary to facilitate the progres9 thereof and shall cooperate with tyre engineer, his itispecto.r, and other Contractors in every possible way. TheConti-actor shall at all k_ane.s have competent pers'onn-el avail-able to the project site fQr proper Performance -of the iicrk. The Contractor shall provide and maintain at all times at the site of the. project a r-nmpetent, English-.Peaking superintendent and an assistarit who are fuller authorized to act as the Contractor' s agent on the work. Such superintendent and his aasistant shall be ,-arable of readiztg and understanding the Contract Documentq and .5hali re_ceive and fulfill instructians from the Owner, the Engineer, or his authorized representatives . Pursuant to this responsibility of the Contractor, the Cbntra(:-tQr shall des.ignate ±n writing tc) the project superirite:zde.nt, to act as the contractor' s ageat on the work. Such assistant prroject ,uperintendo_nL shall be a resident of C5-5 (2) i Tarrant County, Texas and shal3 be subject to call, as is the projpCt Superintendent, at any time of the day or right on any day of the week on which the Engineer determines that circLlm�;tar}ces require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the t-ravellinq public or the owners of property across whish the proj-4�ct extend8 or the safety of property coatiquous to the project routing. The Contractor shall provide all facilities ta enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the wark. C5-5 . 5 EMERGENCY -AIAD/Oft RECTIFICATION WORK. When, in the opinion of the Owner ar Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. -acts a .response skull occur day or might, whether the project is sohedLiled on a calendar-day or on a working-day basis . Should the Cantractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or correctiens necessary to r"onform with the requirements of the pra��_-ct specifications or plass, the Er�glneer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the contractor to take remedial action to correct the condition . Ire the dvent the Cont.ractor does not Lake positive% steps tQ fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract . The Cityshall then deduct an amount equal to tete entire costs for such remedial action, plus 5%, from any fuTLds due th4a ContzaotQr on the project . C5-5. 6 FIELD OFFIM. The. Contra.ctor shall provide, at no extra compensation, an adequate field office for use of the Engineer, .lf specifics-11Y called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documei rrts will not be d rnaged by the elements . C5-5 . 7 CONSTRUCTION STAKES: The City, through its Engineer, will furnisb the Contractor with all lines, tirades, and CS-5 (3) measure.meitts necessary to the proper prosecution and control of the Werk cpntracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking a may be found consistent with good practice. These sL4kes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes C7-r markings, as may be established tox the Contractor' s use or guidance, shall 1�e prese,rved by the Contractor .until he is authorized by the- Engineer to rerAOVE! them. Whenever, in the opinic;n of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractior or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged egain�t the ontractnx�, and the full amount will 1�,e deducted from payment dUe the Contractor, C5-5 . 8 AUTHORITY AND DUTIES GF CITY INSPECTORS : City Inspectors- will be authorized to inspect all work dome and to be done and all materia:la turni-s-}red-. Such inspecti-on may extend -to all-- -vT any .part of the wor1k, -and the preparation or manufacturing .of the mate'rials to be used or egpipment to be installed. A City Inspector m8y be stationed on the wrorlc to report to the Engineer the progress cr the work 8nd the wanner in which it is being performed, any evidence that thi materials being furnished or the want being perfarifte�d by the Contractor fails to fulfill the requirements of the Contract Documents, and to cold the attention of the Contractor to any such failQre or other infringements . uch inspection oz lack of inspection will not relieve the Contractor f27am any cbligatioin to perform the work in accordance with the requiicements of theontralict Documents . In rase of ar#y dispute arisi-ng between the Contractor and the City Inspector as to the materials or equ-ipment furnished or the manner of periorndng the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to, and b-e de-oide�d by, the Engineer. The City Inspector will Int, however, be authorized to icnvoke, aper, enlargo, or release any requirement -of these Contract Documents, nor to approve 6r accept any portion or stiction of the work, nor to issue -any instructions contrary to the ±equirewnts of the COntract Dccument�;. He will in no case tiact as superintendent or foreman of perform any outer duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compenE�atign in any Forts for performing any duties , The [:5=5 (4) Contractor shall regard and obey the directions and instruction of the C-ity Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provides, however, should the Contractor object to any orders or instrisctions of the City Inspector, the Contractor may within size days make written appeal to the Engineer for his decision on the matter In contrQversy. -5. 9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for aseertaining whether or riot the wort as performed is in accordance with the requirements of the Contract Oocurment!�; . If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover- such portion of the finished work as may be directed. After examination, the Contxar-tor shall restore said portioriz of the work to the standard reg�iiked by the Contract DQcu menti. 'Should the work exposed or examined ,prove acceptable, the uncovering or r.emov..ing and replacing of the covering or making good of the parts removed shall be paid for as extra: work, but should be work so exposed or examined prove to be unacceptable, the, UnCovering ar removing and the replacing of all adjacent defective or damaged parts shall be at the CoritractorO s expense . No work shall be done or materials used without suitable superviaiorL or inspection. C$-5 . 10 REmoyAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been ri�ject�--d shall be remedied ar removed and replaced in an acceptable manner by the Contractor at his own exppnse . Work dote bieyond the lines and grades given or as shown -on the plans, except as herein speo.lfi-cally provided, oz, any Extra Work done without written authority, will be considered azr unauthorized and done at the expense of the Contractor and will not be paid for by the Owner . Work so dome may be ordered removed at the Contractor' s expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to caTise defective work to be remedied c�r removed and replaced and unauthor.fzed work to be removed, and the cost thereof may be deducted tram any money due or to become due to the Contractor. Failures to require the removal of any defective or unauthorized work shall not dolistitut,e acceptance of such works. CS-5 (5) C5-5 . 11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications., law, ordinance, codes or regulations permit Ctnntractor to fux-nish or case a substitute that is equal -to any i material or equipnnenL specifitd, arW if contractor wishes to furnish or use a proposed substitute, he shall, prior to. the pre-r_onstru�-,tion conference, Make Writtenapplication to Erlgirkeer for approval of such substitute certifying in writing that the prapQsed subs.tftute will perforin adequately the functions called for by the general design, be. similar and of equal substance to that specified and be suited to the sa-me use and capabie of performing the rpame function as that specified; and identifying all variations of the priopused substitute from that specified and indicating available maintenance service . No substitute 94all be. orderers or installttd without the written appxoval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data abc,.utJ the proposed substitute as }ie considers pertinent . No substitute. shall be ordered or installed without 8-uch performance guarantee' and bonds as owner may require which Ahall he fur niched at Contractor' s expense . Contractor shall indemnify and hold harmless Owner and engineer and anyone directly or itndirectly employed by either of thein from and. against th.e claims, damages, losses and expen�-es (including attorneys fees) arising out of the use of sulYstitutod materials or equipment. 5-5 . 12 SAMPLES AND TESTS OR MATERIALS.. Where, in the opinion of the Engineer, or as called for In ,Fie Gontr.aet [documents, tests of materials or equipment are necessary, such tests will he made at the expense of and paid for direct to the testing agency �y the Owner unless otherwise specifically provided. The faiiure of the Owner to make ..any tests of materials shall in no gray reliev4e the Contractor_ of his responsibility of furnishing materials and equipment ftilly conforming to the requirements of the Contract Documents . Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest metho.ds- prescribed by the American 'ociety for Testino Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineef may require for collecting aria forwarding samples arkd zhall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made artd Lhe i materials approved foz7 use. Tha Cont-Tactor will furnish adOquate samples Without chari e to the Owrter. In ease of concrete, the aggregates, design minimum, and the CS-5 (6) mixing acid transporting equipment shall be approved by the Engineer befor-6 any concrete is placed, acid the Gontractor shall be responsible for replacing any concrete -which does nog meet the req+ .irements of the contract Documents . Tests shall be made at least 9 days prior to the placirq of concrete, using samples from the same aggregate, cement, and mortar which are to be .used latter in the concrete. Should the sourcA of supply change, new tests shall be made prion to the use of the new materials . C5--5 . 13 STORAGE OF MATERIALS: All materials which are to be used i u the construction .operation shall .be stored to insure the preservation of the quaLlty and fitness of the wo-rk . When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the around, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5 . 14 EXISTING STRUCTURES AND UTILITIES: The location and diinerisions shown on the. Flans relative to existing utilities are lased on the best information available . Omission from or the iziPlusion of utility locations on the Plans iz- not to be ons-idered as the nonexistence of. , or a defini_tn location of, exiating underground utilities. The location of many gas mains., water mains, conduits, sewer lines and service lines for all utilities, etc:. , is unknawn to khe Owner, and the Owner assumes no responsibility for failure to show any or all 'such structures and utilities on the Plans or to show them in their exact, location. It is mutually agreed that such failure will not be considered suff1clent basis for claims for additional compenaation for Extra Work or for increasing the pay quantities in any mariner whatsoever. , uniess a-n obstruction encountered is such -as to necessitate changes in the limes and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Corxtract Documents, in which case the provision in these Contract Dcrum -nta for Extra Work stall apply. It shall. be the Cont ractor~' s responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction i_tl order Lbat he may negotiate such local adjustments as necessary in the construction process to provide adequaLe- clearan es . The ContractcT. ahall take all necessary precautions in order Lo protect all existing utilitie-s' structures and service Iirms , Verification of existing utilities, str-1-Ictures and service linqp"s shall include C5-S (7) noLifieation of all utility ppmpanies at least forty-eight (48) houxo in advance of construction including .exploratar excavat-lon if necessary. All verification .of existing utilities. and thein adju-5tment shall beonside' red as subsidiary work. 5-5. 15 INTERRUPTION OF SERVICE: a . Normal Prosecution: In the norMal prasacution of work Where th6 irnteriupt-ion of servic6 is necessary, the Contra.Qtor, at least 24 hours in advance, s.hali be required to 1 , Notify the water Department' .9 € i5tTibutiars Qivisi ri o-f jocaticil, ttMe, and schedule of service interruption. . Notify each customer personally through responsible personnel of time acid sche-dule of the interruption of their service, or 3 , Ire the event that personal notifi c-ation of a customer cannot be mads, a prepared tag farm stall be attached to the customer' s entrance d.00.rknob. The tag sha11 be durable in. composi.ti.vn, and in large bold t)pe shall say: "NOTICE 14F Rue to Utility Improvement in your neighborhood, your (water) (-s-ewer) service will be interrupted on between the hours of and This ihconvenience will be as short as possible. 'thank you, Contractor Address Prone b. Ernerge.ncy: In Lhe event that an unforeseen oervice interruption occurs, notice ahail be as above, but immediate. 5-5. 16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the contractor, any other Contractor v-r any sub-contractor shall suffer loss oT damage on the work, the Contractor agrees to settle. with such .nthei�- Contractor or sub-contractor by agreement or arbitration. If such otter Contractor c>r sub-contractor shall assert any claim against. the Owner on ac-count of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owrner against any such claim. C5--5. 17 LEAN-UP: Clean-up of surplus and/or waste materials accumulated an the job site curing the prosecution of the work urxder these Contract Documents shall he accomplished in keeping with a daily "routine established to the satisfaction of the Engineer . if, within twenty-four ( 4 ) hours a'fte.- written notice is giverX to the Contractor that the clean-up on the job site is proceeding in a manner un-satisfactory to the Engineer, the Contractor fails to correct the unsatisfactory procedure, the City may take such diriect action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the contractoz- in the written notice, and the costs of such direct action, plus 5% c�f ouch costs, shall be deducted from monies due or to become due to the Contractor . Upon the completion of the pTojeot as a whole as covered b. tbese Contract Documents, and before final acceptance and final payment will be made, the Contractor shall -clean- and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every /kind. He shall leave the site of all work in a neat and orderly condition equal to that which Qriginally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer . The Contractor shall thoroughly clean all eglaipment and materials installed by him and shall dinliver over surh materials and equipment In a bright, clean, polished ar�d now appearing condition. N-o extra compensation will be made to the Ciuntractor for any clean-up required on the prof aof . C5-5 . 18 FINAL INSPECTION : Whenever the work provided fcor in and contemplated under the Contract Documents has been satisfar.torily completed and final clean-up performed, the Engineer -will notify the proper officials. of the. owner and request that the final inspection be made . Such inspection w'ili be made within 10 days after such notification . After such C5-5 (9) filial inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified In writing of the acceptance of the same after the proper resolution has been passed by the City Council . No time charge wYI-. 'be made against the Contractor between said date -of notification �f the Engineer and the dat6 of final inspection of the work. PART O-GENERAL CONDITIONS O6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION 5^6 LE AL RBLATIONS AM 'PtMLIC RESPONSIBILITY C6-6 . 1 LAWS TO BE OBSERVED: The Contractor shall at all times ob3erve and comply with all Federal and State Laws and City ordinance9 and regulations which in any gray affect the conduct of the work or hir_!� aperati.on5, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdictiinn or authority for such enactment . Na plea of ird sunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its. officers, agents, and employees against any and all claims or liability arising from or baseri on the violation of any such law, crdinanue, regulation, or Qrder, whether it be by himself or H5 employees , C6-6. 2 PERMITS AND LICENSES : The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and ihoident to the due and lawful prosecution -of the work . C6-6. 3 PATEMTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required or de�;fre.s to use any design, device, material, or process covered by letter, patent , or copyright, tie shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design . It is mutually agreed and understood that without ex eptiop the contract prices shall include all royalties or cosh arising from patents, trademarks, and copyrights in any way involved in the work_ The Contractor and his sureties shall indemnify, and save harmless, the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright in .connection with the work agreed to be performed under these Contract Documents, and shall indemnify the owner for any cast, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the- pros-ec-utio3n of the work or after completion vt the work, provided, however, that the Owner will assume the rerpon5ibllity to defend any and all suits bratight for th��- infringement of any patent claimed to be inf-ringed upcm by the design, type of constructign or material C6-i.(!) ar equipment specifiers in the Contract Documents. furnished the Contractor by the Owner, and to hold the Contractor harmless on acc011r1t of s-uch Suits. C6-6. 4 SANITARY PROVISIONS : The .Contractor shall e4tabl<iFh and enforce among his 4 rmployees such teg.tjlatiorxs in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagicu�; diseases and to effectively prevent. the creation Pf a nuisanc8 about ttre work on any property either public or private, and such regulations as are. required by Law sl al.l be put into immediate force and effect by the Contractor . The necessary sanitary conv'eniencis-s for use of laborers on the work, properi secluded from public observation, shall be coDatriicted ai d maintained by the Contr4ctor and their use shall be strictly enforced by the Contractor. All such facilities shall be ]sept in a clean and sanitary pondition, free from objectionable odors So as npt to cause a 6uisanoe. All sanitary lags and i regulations. of the State of Texas and the City shall be strictly complied with, C-6-6 . 5 PUBLIC SAFETY AND CONVENIENCE: MaLerials or equipment stored about the work stall be so placed and used, and the work shall at all times be so conducted, as 'to cause no greater ob:struution br inconvenience to the public than is considered to be absolutely riep-eszary by the Engineer . The Contractor is required to maintain at all Li�m8s all phases of ftis work in such a manner as not to impair the safety or convenien'ce of thL, public, inducing, but not limited to, safe and r~vnve-ni.ent ingress and egress to prop6-rty contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crQ.9sings . Such provisions may include bridging, placement of crushed stone or gravel' or such other means of F-tMriding proper ingress and egress for the property served by the driveway as the Engineer- may approve as appropriate . Other moans may include the divexai.on of driveway traffic, with specific appioval by the Engineer. If diversion of traffic is approved by the E4#r�eer, the Contractor shall make arrangements satisfactcr . to the Engineer fvr the diversion of traffic and shall, at his own experrze, provide all materials and pe�,rfarm all work necessary for the constroc:tion and maintenance of roadways and bridges for such diversion of traffic. Sidewal_k5 must not be obstructed except by special permission of the EQgirieer. C642) The materials excavated and the construction materials, auch a;�; pipe, used in the construction of the work shall be placed so as not to endanger the work qr prevent free access to all fire hydrants, tire alarm boxes, police call boxes, water valves, gas valves, or manholes in the viciiAty. Tire Ownex reservOs the right to remedy any neglect on the part of the Contractor in reference to public convenience and safety which may come to its attention, after twenty-four ( 9 ) hours notice in writing to the Contractor, save in cases of emergency when it stall have the right to remedy any -neglect without notice, and in either case, the cost of such work done cr materials furnished by the Owner or by the City shall be deducted from monies due or to. become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fine hydrant is to be made inaccessible, and when so directed by. the Engineer, skull keep any street, streets, or highways in condition for unobstruc eAd use by fire apparatus . The Contractor shall promptly notify the Fire DO-pa.rtment Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Whore the Contractor is required to construct temporary bridges or make other arrangements for crossing over di.tchef�; or stri�arns, his responsibility for accidents irk connection with such crossings shall include the roadway approaches as well as the 'structures of sc crossings - The rossing .The Contractor shell at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proxirRity to or <>n the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims . The Contractor shall file with the Engin4�4!_-r a written statement sewing all such claims adjusted. CG-6 . 6 PRIVILEGES OF CONTRACTOR IN STREETS ALLSYS, AND Ri HT- OF-WAY: For the performance of the contract, the CantraQtor will b8 permitted to use and c47-oupy such portions of the public streets and alleys, er other public places or other rights-of- way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized ire, C6L6(3) writing by the Engineer. A reasornable amount of tools, materials, and equipment for construction purposes may be atored in such spate, but no more than is necessary to avoid delay in the. construction operatigns . Excavated and waste materials shall be piled or stacked is such a wry that does not interfere with the use of spaces that may be designated to be left free and urk.obstructed, or inconvenience occupants of adjacent property. if the street is occupied by railway t-racks, the work shall be carried on in such [Manner as riot to interfere with the operation of trains, loading or unlinadi-nq of cars, etc. Other c:ont.ractors of the Gwner may, for all purpo.-8es required by the contract, ent.er upon th-e work and premises used by the. assistance for the completion of adjoining work. Any additional groiarids desired by the Contractor for his use shall be provid4L!�d by him at hzs own cost and expinnse. C6-6. 7 RAILWAY CROSSINGS: When the work encroaches upon any ri-ght-of-way of any railway, tete City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall dbsexve all the regulations and iastx'i.�ctians of the railway company regarding the methods of performing the work and take all precautions for safety of property and the public. Negotiati=,; with the railway companies. fir permits shall be done by and through the City. The Contractor §.hall give the r-ity rictite not less than five days prior t.o the time of his intention to begin Mork on that portion of the project which is related to the railway properties . The Contractor wild: not be given extra or additional campensation for such railway crossings unless specifically set forth In the Con Bract DociAments . C6-6. 8 BARRICADES, WARNINGS AND WATCHMEN : Where the work is carried on in or adjacent to any Atreet, 'alley, or public place, the Contractor shall , at his own expertise, furnish, erect, and maintain such barricades, fences, lights and danger signals, and shall provide such watr_hmen, and shall take all such other precautionary measures for the p.ratectio.n of persons or property and of the- work as are necessary. -Barricades and fences shall be painted in a color that will be visible at night . Froin sunset to sunrLse the- Contrar.tol: shall furnish and maintain at least one easily visible burning light at each barricade.. A sufficient number of barricades shall be erected arra maintained to keep pedestrians away, and vehicles from being driven on or into, any work under construction or' being maintained.. The Contractor shall furnish w.atc. =en and keep them at their respective assignments in sufficient numbers to protect the work and preverm accident or damage-. 6-6(4) A11 in8tallatiorts and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways", issued under the authority of the "!.tate of Texas. Uniform Act Re:gLrlating "traffic on Highways", codified as Article 6701d, -Vernon' s CiVil Statutes, pertinent sections being Section Nos . 27, 29, 30 and 31 . The cantrartor will not remove any regulatory sign, instructional sign, street name sign, -or other sign, which has been erectad by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signa and Markings Division (phone number 87D-8075) , to remove the sign. Ih the case of regulatory signs, the Contractor must r-eplace the permanent sign with a temporary sign. meeting the requirE moments of the above referenced manual, and 5ixh tempbrary sign roust he installed prior to. the re=val of the permanent sign, if the te-mporar-y sign is not installed correctly br if it does not meet the required specifications, the permanent sign. shall be left its place until the teinpQrary sign requirements are met. When construction work is completed to the extent that, the permanent sign can 'b6 reinstalled, the Contractoic 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. The Contractor will be Meld responsible for all damage to the work or the public due to failure- of barricades, signs, €ences, lights, or watchmen to protect them. Wherever evidence is found of such damage to the work, the Engineer may order the damaged portion it ediately removed and replaced by the Contractor at the Contractor' s own expense. The Contractor' s re-9ponsibility for the maintenance of barricades, signs, fencor�L and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner , Kn c(-mnpensation, except as specifically provided in these Contract Doouments, will be paid to the Contractor for the work and Materials involved in the constructing, provi-ding, and maintaining of barricades, sigrts, ferices, and lights or for salaries of waL limen, for the anbsequent removal and disposal of such barricades, signs, or -for any other incidentals necessary for the proper protection, safety, and cortue_nience of the public C6-6(S) during the contract period, as this work is considdred to be sub8idiary to the several items for which unit or lump sum prices. are regi,ested in the Proposal. C-6-6 . 9 USE OF EXPLOSIVES, DROP WE',tGWr, ETC. : Should the Contractor elect to use 8xplasives, drop weight, etc. , in the prosecution of the work, the utmost care shall be exezcised at all times not to endanger life or }property. The Contractor shall notify the proper reptes'entative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty--four ( 4 ) hours. in advance of the use of any activity wh-ich might damage or -ends-hg4r property alone} or adjacent to the work. Where tete use of explosives is to be permitted on the project as specified in the Speciai Contract Documents, or the u,5.e of expla.5ive5 is requested, the Contractor shall submit notice to the Engi_nee� in writing twenty-four ( 4) hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages andJor injuries, arising- out risingoat of such use of explosives . All claims arising out of the uAe of explos.i+ves shall be investigated and a written report: made by the Contractor' s insurers to the Engineer within ten ( 10) clays after receipt of written notice of the claim to the Contractor train either the City. or the claimant. The city shall proceed to give notice to the Contractor .of any such claim. The use of e losives may be suspended by the Engineer if any complaint is received and such use -shall not be resumed until the cause of tho- complaint has been addressed. Whenever explosives are stored or k4�pt, they shall be stored iri a sa±e and secure manner and all storage places shall be plains y marke,d 'xDANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times . All vehicles in which explosive_k are being transported small be plainly marked as mentioned above and shall, insofar- as possible, not us'e heavy traffic routes . C6-6 . 10 WORD WITHIN EASEMENTS: Where the work passes over, through, or. into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the woirk. Any additional rights-of-way or work area consid�it'ed necessary by the Contractor shall be provided by hiss at hi-5 awTi expense, Such i C6-6 (6) I additional rights-of-way or work area shall be acquired for the benefit of the City, The City shall be notified in writing of the rights so acquired before work be.9ins in the affected area. The Contractor shall not eater upon private property for any purpose without having previnusly obtained permission from the owner of such property . The Contractor will not be allowed to stare equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Cont.raptar, and :a copy furnished t-o the Engineer. Unless specifically pro,�rided otherwise, the Contractor shall char all rights-bf-way or easements of obstructions, which must be removed to make possible proper prosecution of the work as a- part of the project construction operations . The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to all trees, shrubbery, plants, lawns, fenoea, ulverts, curbing and all other types of strur-tures or improvements., and' to all water, sewer and gas lines, to -al.i conduits, overhead pole lines, or appurtenances thereof, including the constr�ctkcn of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private iands. or interest in land-,5 which might be ai:fe4:-ted by the work. Such notice shall -be made at least 48 hours in advance of Lhe beginning of the work, Notices shall be applicable to bath public and private utility companies or any corporation, company, individual, or other, either as owners or occupants whoz[e land or interest in lard might be. affected by the -work. Thi Contractor shall be responsible for all damage or injury to property of any charauter- resultinq from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material or equipment . When and where any direct er indirect damage or injurer is done to p4lic or private property on account of any a.ct, omission, neglect, or miscon.di�ct in the execution of the work, or in ccnz�equence of the nQn--execution thereof on the part of the Contractor, he shall restore or have restored at, his own cost and expeflse such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and rest5ring as may be directed by the Owner, or he shall make good such damages or injurer in a ..manner acceptable to the owner of the property and the Ellgineer. &6(7) All fLlnces encountered and removed. during Construction of this proiect shall lap restored to the original or a better than original condition upon completion of this project . Wberi wia~e fencing, either wire ruesh or barbed Faire is to be crossed, the Contractor sha11 get crass braced posts. on either side of permanent easement before the fence is cut . Shauid additional fence cuts be necessary, the Contractor shall provide crass braced porta- at. point of the p ropcs.ed cut in addition to the cross b raced posts provided at. the permanent easements limits, before th-e fence is crat . T mpora±y fencing shall be erected in place of the fbni iAng removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from L-nter•irig the construction area . The cost for fend remaval , temporary closures -ted replacement shall be subsidiary to the various items bid in the protect proposal. Therefore, no separate payment shall be allowed for ariy service associated with this work. In case of failure ren the part of the Contractor to restore such property :to make good such damage or injiiry, the Owner may, upon 48-hoar writterx notice under ordinary cirduin�tancbs, .and without notice when a nuisance or hazardous condition results, proceed to repair, rebuilt or. otherwise restore such property as may be determined by the Owner to be rieeessary, and the cost thersby will be deducted from any morales Tae or to become due to the Contractor under this Contract. C6-6 . 11 INDEPENDENT CONTRACTOR., It is under�tovd and agreed b the parties hereto that contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of tete Owner. Contractor shall have exQluaive control of and the exclusive right to control the details of all the Work and services performed hereunder, and all persons performing same, and shail be solely responsible for the acts and omissions at its cfficers, agents, se.r.vants, employee, contractors, subcontractnr5, licensees invitees . The doctrine of respondent superior shall not apply as between Owne-r and Contractor, its officers, agents, empiDyees, ccntractpr.s and subcontractors, and aothing herein shall be construed as creating a partnership or joint enterprise between Darner and Contractor. C6-6 . 12 CONTRACTOR' S RESPONSIBILITY FOR DAMAGE CLAIMS; Contractor covenants and agrees to indemnify City' s engineexr and architect, and their personnel -at the project site for Contractor' s sole negligence. In addition, Cnntrac-tar covenants and agrees tb indemnify, held harmless and defend, at its own expense, the awnez7, its. officers, servants and employees, from and against any and all -claims or suits. fo-r property lass, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and service-s to be. perlo�rrned hereunder by Contractor, its officers, agents, employees, subricntractaTs, licensees or invitees, whether or not rK auch injury, cage or death is caused, in whole or inpart, by the negli"nce or alleged nn�Lligence of Owner, its officeZ3, servants or to ees. Contractor likewise covenants and agrees to indemnify ar.d hold harmless tete Owner from and against any and all iniurYes to Oaaner' s officors, servants aril employees. aid any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and canditions CIE this Contract, whather or not an3r such It3jzzry or damage is ca aced in whole ar in EExt by the negligence or alleEed negligence of Owner, Its officrems, 4ervants or employees- In to esIn the event Owner receives a written claim for -damages against the Contrac�tor or its nubcontractors prier to final payment, final payment stall not be made until Contractor either (a) nubmits to Owner satisfactory evidence that the claim has been settled and/or a release from the Llai artt involved, or (b) provides fawner with a letter from Cpntratctor' s liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to adept bids on other City of Fort Worth public work from a Contractor against whom. a claim fqr damages is outstanding as a result of work performed under a City Contract. Cfo-6 . I.3 CONTRACTOR' S CLAIM FOR DAMAGES : Should the Contzactor claim compensation for any alleged damage by reason of the acts or omi.9sions of the Owner, he 15fhall within t]Lree days after the actual sustaining of such alle-ged damage, make a written statement to the Engineer, setting out in detail the stature of the -alleged damaq.e, and on or before the 5tt' day sof the month succeeding that in which any such carnage is claimed to have been .sustained, the Contractor shall file with the Engineer an. .item.ized statement of the details and amount of such alleged C6-;6 (9) dazage and, upon request, shall olive the Engineer access to all books of acoaunt, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such- alleged damage . Unless sQch statements shall he filed as herein- requiiced, the Contractor' s claim for compensation shall be waived, and he shall not be entitled to payment on account of sueh damages . G6-6. 14 ADJUBTM8MT OR RPMOCATION OF PUBLIC UTILITIES, ETC: In case it is necessary to charge, move, pr alter in any mariner the property of a public utility or others, the said property shall not be TnovE cd or interfered with until orcders thereupon have been issued. by the Engineer. The right is reserved to the awne.rs of public utillties tto enter the geographical limits of the Contract fog the purpose of making such changes or repairs to their property that ,array be. necessary by the performance of this. corltract . C6-6. 15 TEMPORARY SEWER AND DRAIN CONNECTIONS . When existing suer Urres have to be taken up or removed, the Contractor shall, at h1a c)wn expense and cc8t, provide and Malntaill temporary outlets and connections for all pri-rate or public drains and sewers . The Contractor :hall also take care of all Sewage and drainage, which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cast and expense, adequate pumpi4<j facilities and temporary outlets or diversions. The CoTitractor, at tris cwri cost and expense, shah construct such troughs, pipes, or other structures neci�5�3saz-7y, and be prepared at all times to dispose *E drainage and sewage received front these temporary connections until pugs times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service- and maintained under the CQntrilot, except when specified c r ordered to be abandoned by the Engineer. All water, sewage, and other waste shall 'be disposed of in a satisfactory manner so that no nuisance is areat�--d- and so that the work under construction will be adequately protected. CC-.6. 161 ARRANGEMENT AND CHARGES FOR WATER FURNISHER BY THE CITY: When the Contractor desires to use City gate, in cannection with i any construction wDrk, he shall make complete and satisfactory arrangement`s with the Port North City Water Department for sv doing. C6-6 00) 7 -City water furnished Lo the Contractor stall be delivered ti�i the 011traotar -from a canner-tion .on an existing City main . All piping required beyond the point of delivery- shall be installed by the Comtractor at his owr� expense. The Contractarrs responsibility in the use of a.11 existing fire hydrants and/or valves is detailed in Section E2-1 . 2 USE OF FIRE HYDRANTS AND VALVES in these General Contract DoctmEerxts . When meters are used to measure the water, the chard&s, if any, for water will be at the regular estahliah�d rates . When meters are not used, the chargers, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, paTrkent shall be made on- estimates and rates established by- the Director of tine Fort Worth Water. Department . C6-6. 17 USE OF A SECTION OR PORTION OP THE WORK; Whenever_, in the opinion of the' Engineer, any section or Portion of the work or any structure is in quitable condition, it may be put inty use upon the written order of the Engineer, and such usage small riot be held to be in any way an acceptance of. said work or structure ox' any part thereaf or as a waiver of any of the provisions Of these Contract Documents . All rtecessary repairs and remnvals of any section of the work so put into use, due to defective materia15 or workman8hip, equipment, or to deficient operations an the part of the ConL-rac-tor, shall be preformed by the CantractDr at his Qwn expense. C5-'6. 1$ C(}NTRACTOR" S RESPONSIBILITY FOR THE WORK: Utfti1 written accaptance by the 'Owner aS provided for in these Contract Documents, the work shal.1 be under the charge and care of the Contrautor, and he 'shall take every neQe�;aary precauti-on to prevent injury or damage tc�t the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the exp ecution of nan-executivrk of the work. The Contractor shall rebuild, repair, restore, and make good at his Own expense all injuries or damage to any ponti.on of the work occasioned by any of the causes herein. C6-6. 19 NO WAIVER OF LEGAL RIGHTS: Ins'pe-cti.pn b the engineer or any order lair the Owner b payment of money or an-y -payment for or acceptance of any work, or any extension of time-, 6r any possession. taken by the City shall nqt operate -as a waiver of any provision of the Contract Documents . Arty wai_trer of any breach or Contract shall not be held to be a waiver of aay other or subsequent breach. Cs-6(11) The. Owner reserves th-e fight to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the re.qui.reThents of the Contract nocume�its. 6-5.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: Ire carrying out the provisions of thease Contract Documents or in exercising any power of author±ty granted thereunder, there shall be no liability upon the authoriz9d representatives of the Gwner-, either personally or otherwiue as they are agents and representative's of the City. C6--6. 21 STATE SALES TAX. on a contract awarded b.y the City of Fort Worth, an organization which quallfies for exemption pursuant to the provisiun� of Article 20 . 04 (HI of the Texas Limited Sales Excise-, aild UsE3 Tax Act, the Contractor may purchase, rent or 18ase all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exempt-io.n certificate in liau of the tax, said exemption certificate to comply with State Comptroller' s Ruling . 007 . Any qu h exemption certificate issued by the Contractor in lieu of the ta.x shall be subject to and shali comply with the provisions of State Comptroller' s Ruling . 011, and any other applicable state C'omptroller rulings Pertaining to the Testas Lirmited Sales, Excise, -and Use Tax Act . On a contract awarded by a develope-r for the construction of a publicly-owned improvement in a street right-of-way or ether easement which has been dedicated to the public and the City of Dort Worth, an ox'ganlzation which qualifies for exemption pursuant to the provisions of Article 20 . 04 (H) of the Texas .Limited Sales, Excise', and Cine Tags Act, the Contractor can probably b� exempted in the same manner stated above . Limited Sale,. EKcise and Use Tags permits and information can be obtained from: Comptroller of Publics Accounts Sale Tax Division i Capitol Station Austin, TX C6-6(12) PAR'S C-GENEPAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS C7-7 . 1 SUBLETTING- The Contractor shall perform with hia own organization, and -with the assistance of workmen under his immediate superintendence, work of a value of not less than. fifty (50% ) percient of the v8lue embraced in the contract . if the Contractor sublets any part of the work to he done under these Coti_trarc:t Documen-ts, he will not under any circutrrstances be relieved of the responsibility and obligation assumed ander these Contract Documents . All transactions of the Engineer Will be with the Contractor. Subcontractors will be considered only in the capacity of employees or warkm n of the Contractor and shall be subject to the carne requirements regarding character and compete-acy. The Owner will not recognize any subcontractor on the work. The Coat-Tacto-r shall at all times, when the work is in operation, be represented either i-n pe.rnon or by a superintendent, o-r other de8ignated representative . C7-7 . 2 ASSI6NMENT OF CONTRACT. T.he Contractor shall trot assign, transfer, :sublet, -corr.vey, or otherwise -dispose of the contract of his rights, title, or interest in or to the same or any pati thereof withput the previous consent of the Owner expressed by resalution of the City Council and cencurrLd in by the Su r8ties. If. the Contractor -does, without such previous consent, assign, transfer, sublet, cenv0 , or otherwise disp6ae of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm or corporation, -or does by bankruptcy, voluntary or involuntary, or by assignment under the- insolvency laws of any state, attempt to dispose of tho contract may, at the option of the Owner be revoked a-nd annulled, unless the Sureties shall successfully complete -said cantract, and in the event of any such. revocation o_t annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated. cdameages for the reason that it would be impracticable and extremely difficult to fix the actual Marriages . C7-7. 3 PROSECUTION OF THE WORK: Prior to beginning aa-y construction operation, the Contractor shall submit to the Engirieer in five or mare copies, if ro�quested by the Engineer, a progress sc_hedula preferably in chart or diagram form, cr a c7-7(1) brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and 'equipment which he expects to fc.lcw in order to complete the project in the scheduled time . There shall also be submitted a table of estimated. amounts to be earned by the Cont raetor during each monthly estimate period. The Contractor Shall commence the work to be performed tzndex this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all constriction operetioa5 shall be at all tirriea as specified in the Special Contract Documents-. Any deviation from such sequencing shall be submitted to the Engineer for his approval . Contractor shall riot proceed with any deviation until he has raceived wx`itten approval. from the Engineer. Such specification or apprDval by the Engineer shall n'ot relieve the Contractor from the frill r espcansibility of the r-ompleti�i performance of the Contract . The contract time may be ehanged only as se-E forth in Siection C7-7 . 8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in th6 contra.ct time. M-7 . 4 LIMITATIONS OF OPERATIONS, The working opetatians shall at all tunes be conducted by the Contractor to create s m±nim4m amount of Inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying Q.rn operations in a portion of a street or public war greater than is necessary for the proper ex.ecutibn of the work, the Erngirieer may require the Contractor to finish the section on which oporations. a- `e in progress before the work is commenced on any additional sectlarn or etreet . C7-7 . 5 CHARACTER OR WORKMEN AND EQUIPMENT; Local labor shall be used by the Contractor when it is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superizitendent . All other workmen, including equipment operators, may �e imported only after the ]local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and wcrkme.n who are careful., competent, and fully qualified .to perform the duties or tasks assigned to them, and the Engineer may demand and -secure the C7-7.(21 summary dismissal of any person or persons employed by the Contractor iii or about or on the work who, in the opiriio.ri of the Owner, shall misconduct himself *r be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of h1s or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall -have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carr_r out the performance of the assignied duties . The Contractor shall furnish and maintain on the work all such equipment as is considered to 1z)e necessary Eor prosecution of the taork in an acceptable manner and at a satisfactory rate of Progress , A11 equipment, tools, and machinery used for handling materials and executing any part of th,8 mark shall be suhject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working ca;ndition . Equipment on any portion of the work shale be such that -no injury to the works, workmen or adjacent property will result Roza its use. 0-7 . 6 WORK SCHEDULE: Elapsed working days shall be computed startIng with the first day of work completed as defined in Cl- 1 , 23 "WORKING iAy" or the date_ stipulated its the "WORK ORDER" for beginning work, whichever comes first . Nothing its these Coatract Ooci zments shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirement-5 are met : a . A request to work on a specific Satu.2Aay, Sunday or Legal Holiday must he made to the Engineer rio later than the Thursday preceding . b. Any work to be done on the prcJect on such a specific Saturday, Si_tnday or Legal Holiday must be, in the opini.on of the Engineer, -essential to tKe timely completion of the project . The Engineer' s decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday r- 7-1(3) Legal Holiday, and no extra compensation shall bd allowed to the C:ontractpr for any work performed on -Duch a specific Saturday, Sunday or Legal Holiday. Calendar Days ahall be defined. in C1-1.24 .anti the Contractor may work as he so dasirea. C7-7 . 7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working -operatians withiln the time specified ire the Contract Documents anal Det forth in the Work Order . Failure to do so stall be considered by the owner as abandoTiment of the Contract by the Contractor. and Lhe Owner may proceed as ho sees fit . The Contractor shall maintain a rate of progress such as will inaure that the whole work will be performed and the premises cleaned up in accordance with the Contxact Docume-nts and within the time established in such donaments and such extension of time as may .b-e properly authorized by the owner . l C7-7 . 8 EXTENSION OF TIME COMPLETION- The Contractor' s request for an extension of time of comp].etic�n shall be considered only when the request. for such extension is submitted in writing to the Engineer within seven days from and after the time all.egiad cause of delay shall have occurred. Should an extewion of the time of completion be requested such request will be forwarded to the tity Council for approval. In adjusting the contract time for completion o-f work, consideration will be given to unforeseeable causes beyond the aontrol of and without the fault ox ne4ligence of the Contractor, including but limited to acts of the public eneMy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine test.rictions, strifes, freight exnhalrgoes, dr delays of sub- contractors due to such causes . 'When the date of completioh is based on a caieridar day bid, a r guest for extension of time because. of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies 'nd mate.rials will be cons dared only when a review of the Contractor' s purchass ordier dates and other pertinent data as. requested by the Engineer indicates that the coritra�_tor has made a trona fide -attempt to secure delivery on schedule. This shall include efforts to obtain the supplios and materials from alternate Sources i-n case the first source Ca,nnpt make del.lve-T. . C7-7(4) If satisfactory execution and 'completion of the contract should require work and materials in greater amounts or gpaantities than those aet forth in the approved Contract DQcur-aents, then the contract time may be increasi�5d by Change Order, C7--7 . 9 DELAYS : The Contrartor shall receive no compensation fo.r -delays or hindrances to the work, except when direct and unavoidable extra cast to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereef Shall be presented by the Contractor to the Engineer and if by him found correct, shall be approved and referred by him to the Council for .final approval or disapproval,; and the action thereon by the Count-il shall be final and binding , If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, thea such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of tiihe shall release the Contractor or the surety on hfs performance bond from all his obligations hereunder which shall remain in full force until tete discharge of the contract- C7-'? . 10 TIME OF COMPLETION: Th'e time of completion is an essential element of the contract . Each bidder shall indicate in the appropriate pl,a,ce on the last page of the Proposal the number of workiTig days or calendar days that he will require to fully completa this contract or the time of completlon will be .specified by the City in the Proposal section of the rontract dvcuuternts . The number of days indit:ated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon . The amount of time so staters by the successful hidder or tho City will became the time of completion specified in the Contract Documents . Foy each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or the increased time granted by the Owher, or a-9 automatically increased by add.itic.nal work or materl-als ordered after the contract is sigrned, the sum per -day giver, in the following C7-7(5) schedule, unless otherwise specified in other parts of the Contract Documr 3rtt5, will be dz ducted from mund_es clue the Cont.ractor, rtat a5,; a perhalty, but as liquidated damages 5uffe. ed by the Owner. AMOUNT OF CONTRACT LIQUIDATED DAMAGES S Less than $5, 0()0 $35: {}0 $5' 001 to 15, 00.0 45 . 00 5, 001 to 25, 000 63 . 00 25, 061 to 50, 0?10 105 . 00 50, 001 to 100, 000 154 . 00 100, 001 to 500, 000 210 . 00. 500, 001 to 1 , 0G0, 000 315 . 0.0 1, 000, 001 to 2, 000, 000 420 . 00 2, 000, 001, and aver 630 . 0.0 The parties hereto understand and agree that any harm to the City caused by the Contractor' s delay in completing the work hereunder in tho time specified by the Contract Documents would be impossible ox very difficult to accurately estirrfate, and that the 'Amount of 'Liquidated Damages Pee Day", ae set out above, is a reasonable fo-recast of just compensation due the City far harts caused by any delay. C7-7 . 11 SUSPENSION BY COURT ORDER: The Contractor shall suspend " r operations on such part or parts of the work ordered by any Court, and will not be entitled to additional compensation by fi virtue of such Court Order. Neither will he be liable to th-e City in the event the, work is. su.apendad by a CQurt Order. Neither will the owner b;e liable to the ontractQr- key -virtue of any Court Order or action for which the owner i-s not solely responsible. * �¢ C7-7 . 12 TEMPORARY SU PENSION : The towner shall have the right t.o sus>pend the work operation wholly or In part for such period -or- periods orperiods of time. as he may neem necessary due to un�snitable weather conditions or any other unfavor8hle corndition5 which in I the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interesL of the project . During temporary suspension of work covered by this contrac-t, fQr any reason, the Owner will make no extra payment for stand.-by time of construction equipmerit and/Dr t onstructiOrk crews . C7-7(6) standard specifications, regulatian ;, reclui ixements, statutes, etc. , such referred -to documents shall become a part of the Contract Documents just as thought they were embodied therein. C1- 1 . 9 BOND: The bond or bands are the written guarantee or security furnishiE�d by the Contractor tar the prompt and faithful performance .of the contract and Include the following. a. Performance Bond (gee paragraph C3-3 . 7) b. Vaym�nt Bond (s e.e pa r,agraph C3-3 . 7) C. Maintenance Bond (see paragraph C3-3 .7) d. Proposal or Hid Security (see Special Instructions to Bidders, Paget a and C2-2 . 6) CI-1- 10 CONTRACT- The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the tram cOntracting parties about the project to be completed under the Contract Documents. C1-1.. I1 PLANS: The plan-9 are the drawings or reproductions therefrc m made by the Owner' S represenLative shcwinq in detail the location, dimension and position of the various elements of the project , including such profiles, typical crass-sections, layout diagrams, corking drawings, preliminary drawinigs and .such supplemerntal drawings as the OWtrer may issue to clarify other drawing,q of foi the purposo of showi.ag changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they arm a part of the Contract Documents, just as though they were bound therein. C1-1 . 12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing Body or its City Manager, each of which is required by charter to perform specific duties . Responsibilit=y for final enforcement of Contracts involving the City of Fort Worth is by Charter_ vested in the City Manager. The terms City and Owner a-re synonymous . Ci-1 . 13 CITY COUNCIL: The duly elec-t.ed and quallfied governing body of the City of Fort Worth, Texas . C1-1. 14 MAYOR The officia-Ily Ole.cted Mayor, or in his abs-once, the- mayor Pfo tem of the City of Fort Worths Texas . CI-I (3) C1-1 . 1.5 CITY MAt4AOER: The officially appoint6d and authorized City Managez of the City of Fort Worth, Texas, or his duly authorized -repres�entative. C1--1 . 16 CITY ATTORNEY : The officially appointed City Attorney of the City of Fort Worth, T6-xa-s, or his duly authorize�d representative. C1-1 . 17 DIRECTOR OF PUBLIC WORKS, The duly appointed official .of -the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized repre_qenLative. CI-1 . 1$ pIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or tris duly authorized representative, assistant, or agents . C1-1 , 19 RNGINEER: The Director of Puhli�_- Works, the Director Qf the Fart Worth City Wafter Departmetrt,, or their duly authorized assistants, agents, engirleers, inspectors, or superintendents, acting within the scope 'of the particular duties entrusted to them. Cl-1 .20 CONTRACTOR: The person, persona, part-oership, company, firm, associatian, or corporation, e[�fierinc� irxto a contract with the Owner dor the execiAicn of the work, acting directly Or through a duly authorized repre entatj.vo. A sub-contractor is a person, firm corporation, or others under contract with the principal contractor, aizpplying lab t .and materials pr only labor, for works at the site of the project. C1-1 . 21 SURETIES- The Corporate bodies which are bound by finch bonds are required with and for the Contaracto.z-. T e sureties engaged are to be fuller responsible for the entire and satisfactor fulfillmernt of the .Contract and for any and all. requirements as set forth in the Contract D.ocLiments and approved changes therein. C1-1.22 THE WORE{ OR PRDJECT: The completed. work contemplated in and covered by the CanLract Documents, includin4 but not limited- to the. furnishing of all labor., materials, taoIs, ecuipment, anal incidentals necesnary to produce a completed and serviceable project. C14 (4) C1-1. 23 WORKING DAY: A working tray is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or othe-r conditions not under the control of the Contractor permit th.e performance of the principal unit of work for a per-!-),d of not less than seven (7) hours between 7 : 00 a . m. and 6 . 00 p.m. , with exceptionn as permitted in paragraph C`7-7 . 6 . Ci-1 . 24 CALENDAR- DAYS : A calendar day is any day of the week or Month, no days being excepted. .Cl-1. 25 LEGAL HOLIDAYS. Legal holidays shall be observed as prescribed. by the City Council. of the City of Fort Worth for observance by City employees as foilaWs; 1 . New Year' s Day January 1 . M. L. Kinq, Jr . Birthday Third Ndnday- irr January 3.. Memo-ria-1 Darr Last Monday in May 4 . Independence Day JTjly 4 5. Labor Darr First Monday in September 6. Thanksgiving Day Fourth Thursday in rxve!mber 7 . Thanksgiving Friday Fourth Friday in November 8 . Christmas Day December 25 9. Such other days in lieu of holiday's as the City Council rRa deta m- Re . When one of the above named holidays or a spacial. holiday .declared by the City Council-, falls on Saturday, the holiday shall be oh'served on the preceding Friday, ar if it falls ori SUr day, it shall be observed on the following Monday by those employees working on working day operations. Employees working calendar day operations will ccn!5ider the calendar holiday as the holiday. C1-1 . 26 ABBRE 1A"FIONS ; Wherever the abbreviations defined herei.rti appear in Contract Documents, the intent and meaning shall be as EQllows: AAS HTO - American Rssooiation of State, Highway Transportation Officials ASCE - American Society of Civil Engineers LAW T In Accordance With A WA- - American Water Works Assaclation :ASA - American Standards Association HI - Hydraula,a Irrartitute CF_! (5) Asph. - Asphalt Ave . - Avenue Blvd. - Boulevard CI - Cast Iron .CL Center Line GI - Galvanized Iron Lin. - Linear or Lineal 1b. - Vound MH Manhole Max. - Maximum MGC - Million Gallons per D8y CFS - Cubic Foot per Second Min. - Minimum Mono . - Monolithic % - Percentum R - Radius Y . D. - Inside Diameter 0. 0. - outside Diameter Elev . - Elevation F - Fahrerkheit C - Centigrade In. - rfich Ft. - Foot St. - street CY Cubic -Yasd Yd. - Yard SY -- Square Yard L. F. - Linear Fbot D. T . - Ductile Iron C1-1 .27 CHANGE ORDER: A "Change orda-T" is a written supplemental agreement between the Owner and the outractQ-r r,overing some added or deducted items ur feature which may be found necessary and which way not specificaLl included ire the scope Df the project on whiQh bids were- submitted. Increase- in unit quantities stated in the proposal are not the subject matter of a Change Drd�Dr unless the increase or decrease is more than 5% of L•he amollnC of the particular item or items its the original proposal . A11 "Change Orders" 9ha11 be prepared by the CiLy from information as necesnary furnished by the Contractor: 1-1 . 28,. PAVED STREETS AND ALLEY-S: A paved stre*et or alley shall be defiiiLzd as a. street or alley having arae -cif the followitig types of -We-ariftg surfaces applied over the natural unimproved surface: I-1 (6) I , Any type of asphaltic concrete with or without separates Rase material . . Any type of asphalt surface treatment, not :including an oiled 'surface, wl-Eh or without separate base material. 3. Brick, with or without separate base material , 4 . Concrete, with or without separate base material . 5. Any combination .of the above. CI-1 . 29 UNPAVED STREETS OR ALLEYS : An unpaved street, alley, roadway or other surface is any- area except those defined above for "Pav:9d Streets and A116y.,5. " M-1 . 3-0 CITY STREETS- A city street is defined as that ar-ea- between the right-of-stay lines as the street is dedicated. OI-1 . 31 ROADWAY: The roadway is defined ae the are, between parallel limes two (2' ) feet back of the curb lines or four ( 4 ` ) feet back- of the average edge of pavement where no curb exists. C1-1 . 32 GRAVEL STREET: A gravel street is any uripaved street Lb Which has been added one or more applications of gravel or si=milar material outer than the natural material found on the street surface before any improvement was made . Ci-! (7) SECTION C-GENERAL, CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2 . 1 PROPOSAL FORM: The Owner: will fu�zflish bidders with proposal farms which will contain an ltemi�o--ad list of the iters of work to be done or materials Lo be furrtish�ed and upon which bice prices are requested . The Proposal farm will state the Bidder' s gerieral understanding of the project' t-o be completed, provide. a spade fqr furni,5hirlg the amount of bid ser-urity, and state the basis for entering into a formalcont-ract . The Owner will furnish forms for the Bidder' s "Experience Rocor.d, " "Equipment Schedule, " and "Financial Statement, " all of Which. must be properly executed and filed with the Director of the City Water Department one week prior to the hour for openi.-n.g of bids . - The financial state-inent required shall have been prepared by an independent certified public accountant or ars independent public accounLanL holding a valla permit issued by an appropriate state lic�nsing agency, and skull have been so prepared as to reflect the current financial statue _ Thi-s statement must be current and not inure than one (1 ) year old. In the case that a bidding date fall.a within the time a< new statement is being prepared, the previnus statement shall be updated by proper verification . Liquid assets in the amount of tern { 10%)- percent of the estimated project cost will be required. Ewer an experience record to be considered to be acceptable for a gi-ren project, it must reflect the experience of the firm seeking qualification in work of both the carne nature and magnitude as that of tete project for which bids are to be received. Such experience must have been on projects completed not more than five (5) years prion to the date on which bias are to be received. The Director of the Water Department shall b sole judge as to the acceptability of experience for qualification to bid 'on any Fort Worth Water Department project . The prdspec:tive bidder shal,l schedule the equYpmerni he has available for the project and state that he wi11 rent such additional equipment as may be required to complete the project on which he submIts a bid . I C,2-2 (i) s C2-2. 2 INTERPRETATION OF QUANTITIES : The quantitieu of work and materials to be furnished as may be listed in the propos.al forms or other parts of the Contract Documents wiil be considered as approximate only and will be used for the purpose of r-omparing bids an a uniform basis . Payment will be made to this Contractor for only the actual quantities of wo-rk perfo=od or materials furnished in strict accordance with the Contract Doc=ents and Plans . The quantities of work ti�i be performed and mat(-_%r_1al9 to be furnished -may be increased or decreased as hereinafter priuvided, without in any way invalidating tete unit prices kid -or any other requireinents of the Contract Documents . C2-2 . 3 EXAMINATION GF CONTRACT FA)CUMUNTS AND STTE OF PROJECT Bidders are advised that the Contract Documents_ on file with the Owner shall constitute all of the irxformaticn which the owner will furn.i5h. All l additional iT formation and data which the owner will supply after promulgation 'of the forma]_ contract documents shall be issued in the form -of %mitten addenda and shall became part of the Contract Documents just as though such addenda were actually written into the ori clinal Contract Documents . Prior to the filing of prQpesal, bidders are required to read and .become familiar with the Contract Documents, to visit the site of tete project and examine carefully all local conditions, tc inform themselves by their own independent research and investigations, tcnsts, boring, and by such other means as may be accessary, to gaits a complete knowledge of the .conditlons whir-h will he encountered during the robstruetion of the project. 'they must judge for themselves the di.fficultie-9 of Lhe work and all attending circuntstances affecting the cost of doing the work or tete time requi-red for its completion, and obtain all Information required to mane an intelligent prQpos.al_ No Information given by the Owner or any representative of the {owner other than. that contained in tate Contract Docu is nts and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and -solely upon their own esti_matez, investigation, research, tests , explorations, and other data which are necessary flax full and complete information upon which the proposal is to be bused. ft is mutually agreed that the submission of a proposal in prima-facie evidence that the bidder has Made the investigations, examinations and tests herein required. Claims for additional compe-asation duo to variations 'between r_anditions actually encountered in constr.uction and as indicated in the Contract Documents will not be allowed . C'2-2 (2) Tho logs of Sail Borings, if any, showing an the plats are for general information only and may not be correct . Neither the Owner nor the Engineer guarantees that the data sh.o.wn is representative of conditions which actually exist . C2-2 . 4 SUBMITTIN OF PROPOSAL: The bidder shall submit his Propo'satl, on the, form -furnished by the Owner. All blanks spade applicable -to the project contained in the form shali be correctly filled in and the bidder shall state the prices, written in ink in both words and numerals, for which Ike proposes to do the work c�ontemplated .or furnish the materials required . All su-ch pri'Ces shall be written D-gibl . In. oa a of discrepancy: between the p-rice. written in wordq and the pride written in nume-Tals, the price most advantageous to the City shrill govern . If a proposal is submitted by an individual, his or her name must be signed by his (her) duly authorized agent . if a proposal is submitted by a firm, association, or partnership, the name and address of each member must he given, and the proposal must be signed by a ,member of the firm assor-iation, or parttership, of by a person duly authorized, If a proposal is submitted by a company or corporation, the company or corporate name and business address must be glvt--ri, and the proposal signed by ars official or duly authorized agent . The corporate seal. must be affixed. Rower of Attorney authorizing agents or others to sign proposai must. be properly certified and must be in writing and submitted with the proposal . C2-2 . 5 REJECTION OF PROPOSALS: Proposals may be Tejer-ted if they show arty. alteration of words Or figures, additions not called for, conditional or uncalled for alteit:TwLe bids, incomplete mads, erasurep., o.r irregularities of any kind, or contain unbalanced values of any items . Pi7opo:E�als tendered or delivered after the offir-ial time designated for receipt of proposal-5 shall be retux-rted to the Badder unopened. CZ-2 . 6 BID SECURITY: No prgpos.al will be considered unless it xs accompanied by a "Proposal Security" of the character and in the amount indicated in Lhe "Notice Lo Bidders" and the "Proposal. " The Bid Sec-urity is required by the Owrie-r as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within. the required time exiecute a formal contract and furnish- the required performance arad other bond:, ThE bid security of the i C2-2 (3} ti three lowest bidders will be retained until the contract is awarded or other disposition is made thereat. The bid 50curity of all other bidders may be returned pre)mptly after the canvass of bids . C2-2 . 7 DELIVERY 6F PROP0 AL ; No proposal will be considered unless it iq riellvered, accompanied by its proper Did security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders . " It is the Bidder' s sole responsibil.lty to deliver the proposal at the parapeT tiute to thc- proper place. The mere fact that a proposal was diEpatched will not he- considered. The Bidder must have the proposal actually delivered. &ich proposal shall he in a sealed envelope plain-Ly marked with the ward "PROPOSAL," and the ri-ame of description of the project as designated in the. „Notice to Bidders. ". The envelope shall be addr�!ss0d to the City Manager, City Rall, Fort Worth, Texas. C2-2. 8 WITHDRAl ING PROPOSALS : Proposals actually filed with the pity Manager cai)not be withdr.aw.n prior to the time set for epi�ning proposals . A request for nori-consideration of a proposal must be made in writing., addT�essed to the City manager, and filed with him prion to the time set for the opening of proposa.ls . After all proponaln not requested for non- consideration .are opened and publicly ream aloud, the proposals for whish n'e-n-r-onsideration requests have been properly fired may, at the option of the owner, be returned unopened. C2-2. 9 TELEGRAPHIC MODIFICATION OF PROPOSALS - any bidder may modify his proposal by telegraphic communication at any time prior to the time set fQr Qpeni.ng prQposals, provided such telegraphic communication is received by the City Manager prior to the said proposal -opening time, and provided further, that the City Manager is satisfied that a written and .duly authenticated confirmation of such telegi-aphic communication over the signature of the bidder was mailed prior to the proposal opening time . If such confirmation is not received vithin forty-eight. (48 ) hours after the proposal opening time, .no further consideration will. be given to the pr.pposal . C2-2 . 10 PUBLIC OPENAG OF PROPOSAL. Proposals which have been properly filed' and for which no "Non-c(>nsideic-at ion Requ8st" has been received will be publicly opened and read aloud by the City Manager or his authorized repre8entativ� at the time aizd place indicated in. the "Notice to Bidders . " All proposals which have been Dpened and read will ruin on file with thf-a,. .owner until Ca-?(4). the contract has been awarded. Bidders or thei-r authorized representative$ are invited to be present for the opening of bids . C2-2 . 11 IRREGULAR PROPOSALS- Proposals shall be considered -as bpirig " Irrequiar" if they show any omissions, alterations o-f form, additions, or conditions not called .for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right t<) waive any and all irregula.ritii�is and to make the award of the contract to the best interest of the City. Tendering a proposal after the closiriq hour is an irregularity which cannot be waived. C2-2 . 12 DISQUALIFI ATION OF BIDDERS : Bidders may be disqualified and their propaaals not considered for any of, but not limited to, the following reasons a. Reasons for believing chat collu-sion exists among bidde.z:a. b. Reasonable gra-unds for believing that any bidder is intoretted in mole than one proposal fox work contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigatiOn against the bidden . d . The bidder being in arrears on any existing contracL or ha-Ang defaulted on a previous contract . e. The bidder having performed a prior cont-ract in an unsatisfae:tory manner. f. . Lack of competency as revealed by the fiaaDcia.l statement, experience record, equipment schedules, and such inquiries as the Owner may see fit to mare. g. Ohcompleted wQzk which, its the judgment of t.Yle own'er' will prevent or hinder the +r pt completion .of additional work if awarded. h. The bidder riot filing with the Owner, one week arra advance of the hour of the opening of proposals the follbwing i 1 . Financial Statement showing the financial. condition of the bidder as specified In Part "A" - Special. .Zn5teructions . i2 . A current experiance. record shnwi.rig espi��iall the projects of a nature similar to the one. under consideration, which have been successfully completed by the 8idd.er. 3. An ecfui22@nt Schedule Showing the equipment the bidder has available for use on the project . The Bid Proposal of a biddEr who, to the ]2dggent of the Engineer. is disqualified Under the requirements stated herein, shalt be Set aside a-n§ not opened. c�2 (6) PART C-GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCU NTS E3-3 . 1 CONSIDERATION OF PROPOSALS : After proposals have been opened and read aloud, the proposals will, be tabulated on the basis of the quoted prices, the gu.atttitieS shown in the proposal, and the application of such formulas or other methods of brining item-3 to a common basis as may be established its the Corinact Documents. The total obtained by taking the Sum of the- products of unit prices quoted and the estimated quantities plus any lump sum items and such other quotod amounts as may enter into the cost of the completed project will be considered as the a-moupt of the bid. Until the award of the contract is made by t.h.e Owner, the right will be reserved t-o reject any or all pToposals and waive technicalities, to re-aduerti5e for new propo-tals, or to proceed with the work in any manner as may be considered for the best inter-eat of the Owner. G3-3.2 MINORITY BUSINESS, ENTERPRI5 /WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, t1pori request, complete and accurate. information regarding actual work performed by a Minority Busineas Enterprise (MBE) an or a Woman-Owned Business Enter-pri50 (WBE) on the contract and the paymerit therefore. Contractor further agree, upon request by Owner, to allow anaudit and/.or ars examination of any books, records, or files in the possession of Contractor that will s.uhstantiate- the actual work performed by the MBE or WSE_ 'kny material misrepresentation of any nature will be grounds for termination of the contract and for initis-ting any action under appropriate- federal, State or local law.s and ordinances relating to false statements; fiirther, any such rftisrepresentation may be i grounds for disci-ialification of Contractor at owner' s discretion for bidding on future contracts with the Owner for a period- of hare- of not less than sl (6) months . C3-3 . 3 EQUAL EMPLOYMENT PROVISIONS : The Contractor shall comply with current Ci.ty Ordinance prohibiting discriudnati.on in -employment p.raotige!p . The Contractor shall past the required notice to that effect on the project site, -and at his. .request, will be provided assistance by the City of Fart Worth' s Equal Employment Officer who will refer any quaii.fit_-d applicant h-e may have on file iri hia affi e to the Contractor. Appropriate notices may be acquired from tete Equal Employment Uffi.cer. O3-3 . 4 WITHDRAWAL OF PROPOSALS after a proposal, has been read by the Owner 'it .cannot be withdrawn by th6 Bidden within forty- five (45) days after the date on which the proposals were cape-ned. C3--3 . 5- AWARD OF CONTRACT : The 'Owner reserves the right to witbhC)ld final action on the proposals for a rea onable time, not to exceed forty-five ( 451 days after the date of opening proposal-9, and in no everit will an award be made until after investigations have been made as to the respansi,bility of. the proposed awardee. The award o:� the contract., if an award is made, will be to the lowest and bast responsible bidder. The award of the contract shall not become effective until the Owner has- notified the Contractor in writing of such award. 0-3 . 5 RETURN OF PROPDSAL SECURITIES: As Boort as proposed price totals have been determined for comparison of .bids, the Dwner may, at its discretion, return the proposal security which accompanied the proposals. which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest biddern, will be retained b the owner until the required contract h-as been executed and bond furnished or the Ownet has otherwise disposed of the bids, after -which they will be returned by the City Secretary . - 3-3 . 7 BONDS: With the execution and dealivery of the Contract Documi[ :nts, the Dontxaptor shall furnish for and file with the ,Owner in the amounts lierein roquired, the following bonds a. PERFORMANCE BOND7 A good and sufficlent performance bond in an amount not less than 100 percent of the amount of the ciontracr, as evidenced by the proponal and tabulation or otherwise, guaranteeing the fall and faithful execution of the wnrk and performanr_e of erre contract, and for the protection of the Owner and all r)ther persons against damage by reason of negligence of the Contractor, or aimpropL-r execlaf ion of the work 3-3 (2) b. or the us,8 Of inferior ritaterialS . This performance bond shall g.uaranten the payment for all labar, materials, equipment, supplies, and servicer. used in the constructioli of the work, and shall remain in ful-. force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. I c. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or oth�erwis.i�, guaranteeing the prompt, full and faithful performance of the. general guaranty which is set forth in paragraph CR-8. 10 . d. PAYMENT BOND.c A good and sufficient payment bond, in ars amount not less than 100 percent of the amount of the cpntract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful, payment of all claLmants as defined in Article 5160-, Revised Civi.L Statutes of Texas, 1925, as amended by House Bill 3.4.4 Facts 56"' Legislature, Regular SLsmion, 1959, effective April 27, 1059, and/or the latest version thereof, supplying Labor and Materials in the pr6secutlon of the work provided for in the cantract being con8tructed under these specific-ations. Payment Bond shall remain in force until all payments as above stipulated are made. e. OTHER BONDS: Such other bonds as may be required by th&sLm Contract Documents shall be furnished by the Coritra.ctor,, No sureties will be accepted by the Owner wbich are at 'the time in default or delinquent on any bonus or which are interested in any litigaticDn against Lhe owner. All bonds shall be made on the forms Farnishe6 by the Owner and shall be executed by an approved surety company doing business in- the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the sa.rety shall he iricluded on thQ. nurrent U. S. Treasury list cf acceptable sureties, and the amount of bond written by any one acceptable uq:impariy shall not exceed the amount shown on the Trea;ur.y List for that company. Each bond small be properly executed by both the Contractor and the Surety Company. Should any surety on the contract be determined unsati5faotory at atiy time by the Owner, notice will ,be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the' Owner . No payment will be made under the contract until the new surety or zu.raties, as required, have qualified and have been accepted by the owner. Tha contract shall not be operative nor will any payments be due or paid until approval of the bond* by the Owner . C3-3 . 8 E ECUTZON OF ONTRAC'r: Within tete ( 10) days after the owner has by a,pp,rapriate resolution, -or otherwioe, awarded tete contract, the Contractor shall execute and file with the Owner :tie Contract and such bonds as may be required in Lhe Contract Documents . C3-3. 9 FAILURE TO EXECUTE CONTRACT. The failure of the Awardee to execute Lhe required bond or bonds or to sign the required cbntracl within ten (10) days after the contract is- awarded shall be considered by the Owner as ars abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being .impracticable and difficult to accurately deterritine the amount of damages occurring to the Owner by reason of said awardee' s failure to execrate aaid bonds and contract within ten, (10) days, the proposal. serurit.y accompanyirig the proposal, shall be the, agreed amount of damages which Owner will Suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner . The filing of a proposal will be considered as a.Ti acceptance of this provision by the Bidder . C3-3 . 10 BEGINNING WORK: The Contractor shall riot commence work until authorized In writing to do so by the mer. Should the ontraiutor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Worts Order'' or "Proceed Order", it is agreed that the surety Compaay will, within ten 910) days after the c ommencemerrt date sot forth. in such written authorization, commence the physical executign of the cont act . 3-3 . 11 INSURANCE* The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Doc; ent5, and such insurance has been approved by tine Owner. The prime Contractor shall be. C3.3 (4) respon,aible for d livaring to the. Owner the sub-conLractarr-s certificate of insurance for approval . The prime contractor shall indicate of the cert.ificate of insurance included its the documents far execution whether or not his irisuranr-e covers sub- rontrar-tors . It i!s the interntian of the Owner that the insurance covj�rage required herein shell includo the coverage pf all stab-con t raptors. a. COMPENSATION INSURANCE: The Contractor sell maintain, during the life of this cantract, Workersl' Compensation Insurance on all of his employees to be engaged in work on the project under this aantract, and for all sub-contractors- In case any r-lass of employees e�-tga-ged in hazardous warp an the project under this contract is not prote-cted under the Workers' comr5ensation Statute, the Contractor shall provide adequate employer ,5 general liability insurance for the protection of such of his employees nit ac protected. b . COMPREHENSIVE GENERAL LIABILITY INSURANCE. The Contractor shall .procure and shall maintain during the life of this contrac.t Contractorl' s Comprehensive General Liability Irisuranc;e ( Public Liability and Property Damage Insurance) in an amount not less than $500, 000 .covering each occurrence an account of bodily injury, including death, arra# in an amount not less than $500, 000 covering each oriourrence on accaixht of property damage with $ , 000, 000 umbrella policy coverage. [ . ADDITIONAL LIABILITY: The Contractor shall furQi.5h insurance as !�-eparate pCl_icies car by additional, endorsement to one of the above-mentioned policies, and .in th6 arnwint as set forth for public liability and property damage, the following insurance: 1 . Contingent Liability (covers Oeaeral Contractor' .5 Liabiizty for acts .of sub-contractors). . Blasting, prior to any blasting being clone_ 3 . Callapse of buildiTq� or structured adjacent to excavation (if excavat-ions are to be performod adjacent to same) - 4 . Damage to underground utilitipas fQr �SDO, 000 . 5 . Builder' s risk (where above-groinid structuress are involved) . 6 . Coritractual Liability (covers all indemnification requirements at 'Contract) - CA-3 (5) d. AUTOMOBILE INSURANCE - BODILY INJURY AWD PROPERTY DAMAGE: The Contractor shall proqure and maintain, during the life of this Contract, Comprehensive Autemobile Liability -insurance -in aft amount not less than X250, 000 for inf.uries including accidental death to any one per;�;ori and subject to the sane limit for each person as amount not lass than $500, 000 on account of one accident, and automobile property damage insurance in an amount not less than $100, 000 . e . SCOPE OF INSURANCE AND SPECIAL HAZARD: The -insurance required Leder the above paragraph.9 shall provide adequate protection for the Cantx'actor and his sub- conti:actez=s, respectively, against daruAge claims which may arise from operations be by the insured or by anyone directly or indirectly employed by him, and also aga;n t arty of the following special hazards Which may be encountered in the performance of the Cori-tract. f. PROOF OF' .CARRIAGE OF INSUPANCE : The C.Qntractor shall furnish the Owner with satisfactory proof of coverage by insurance requi-red in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached . ) All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor' s inrpurance not cover the sub-contractor' .5 work operations . g. LOCAL AGENT FOR IN URANCE AND BONDING* The insurance and bonding comparkiir-_s. with wham the Contractor' s insurance and perfarmance, payment, main enan.ce and ail such ether bonds are written shall be represented by an agent or agents having an office located within the city limits of t116 City of Fort Worth, Tarrant CGunty, Texas . Each such agent shall be a duly qualified agent, one upofl whom service of Process may be had, and must have authariLy authorityand pawe-r to act on behalf of the ±nsura.nce and/or honding company to negatiate and settle with the City of Fort Werth, or C3-3 (6) i any -other clairmarrt, any claims tFkat the City of Fbrt Worth Or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or borndirkg company. If the local insurance representative is not s-a empowered by the insurance or bonding companies, then such authority must be vested in a Iacal agent or claims officer residing in the i+fetraplex (-the .Fort WoT-th-Dallas area . ) The name of the agent or agents shall be. sat forth on all of such bonds and certifica•tbs of in,sura-nce. C3-3. 12 CONTRACTOR' S OBLIGATIONS- Under the Contract, the Contractor shall pair for all materials, labor and service8 when duO-. C3-3.. 13 WEEKLY PAYROLL; A certified cOPY of each payroll covering payment of wages to all person engaged in work an the project at the site of the project shal.I he furnished to the Ownerr s representative within seven (7) days after the close of each payroll period. A ropy or copie-s of the applicable minimum wage rates as set forth in the Contract Documents shall .be kept pasted in a conspicuous place 41 the site -ref the project at all times during the course of the contract. Copies of the wage rates will be furnished the Contractor, by the Owner: however, pasting and protection of thEe wane rates shall be the responsibility .of the Contractor . C3-3 . 14 CONT ACTOR' S CONTRACT ADMINI TRATIO}.N : Any Contrac Lor, whether a person, persons, partnership, company, firm association, corporation or other who is approved to dry business with and enters into s contract with the City for cQn.st-ruction of Water and/or sanitary surer facilities, will have or shall establish a fully operationaI business office within the Fort Worth-Dallas metropolitan area . "the -ant-ractor shall charge, delegate, or as.9ign this' office (or he may deiegat.e his PrOjEr_t uperintendeent) with full authority to transact all businsis actions required in the performance of the Cohtra,ct . This. local authority shall be made respannible to act for the Ccatr�cto:r in all .matters pertaining to the work governed by the Cd-ntract whether it be adininistrative crr otherwise and as such small be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other matter assoc,iat6d such as mairrtainIng adequate and appropriate Lnsurance or sec Urity ouverage for the project . C3-3 (.7) Such local authority for administratiOn of the work under the Contract shall be inaintained until all b-usiness transactions executed as part. of -the Contract are. complete, should the Cantract6r' s principal base of operations be other than in the Fort Worth-Dallas r�etropol itan area, notification of the Contractor' s assignment of local authority shall he made in writing to the Enginee-r in advance of any work on the proje-ct, appropriately signed and sealed, as applicable, by the Contractor' s ro�§ponslble officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though ,bound directly into the project documents . Th-e intent of the�ae requirements i5 that all matters associated with the contractor's administration, whether oriented in furthering the work, or other, are governed directly by local authority. This same -rGquire�ent is imposed on insu rar}ce and surety coverage. Should .the onts'antax' s local repres-entative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, sway demand that such local representative be replaced and the Rngineer may, at his -sole discretion, step all work until a new local authority satisfactorY to. the Engineer is assigned_ No credit of working time will be for periods irk which worts stoppages are in effect fort hir, reasoD - C3-3 . 15 VENUE; Venue of any action herein shall he exclusively in Tarfant county, Texas. C3-3 (R) PART C-GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORD C4-4 . 1 INTENT OF CONTRACT DOCUMENTS: It 1s the definite intention of these Contract DGcuments to jDrovide for a complete, useful project which the Contractor undertakes to construct or £urnlsh, all in full Compliance With the Tequirements and intent of Lhe Contract Documents . It is definitely understood that the Contractor 413all do all work as provided far in the Cohtra.ct Documents, shall do all extra of special work as may be cQn-sidered by the Cwnar as necessary to complete the project in a Satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract �)ocumeRts, furnish all labor, tools, materials, machinery, equip 8nL, special services, and ineidontala necessary to the prosecution aad completion 'of the pro'ect. C4-4 .2 SPECIAL, PROVISIONS : Should any wore or conditions which are npt thoroughly and satisfactorily stip.ulateii -or covered by General or Special Conditions of these Contract Documents be anticipated, or should there he any additional proposed work which is not covered by these Contract Documents, th6n "special Provisions : covering all such work will be prepared by the Owner previous to the time of receiving bids cf proposal for -5ur-h work- and orkand furnished to the kidder in the form of Addenda. All such "Special Provisions•' Shall be consi-dered to be a part 'of the C.onLract Da.cuments joist as though they were orig±nall writtnn therein. C 4--4 . 3 INCREASED OR DE RE1k-SED QUANTITIES , The Owner reserves the right to alter the quantities of the work to be performed or to extend or 9horteri th'e improvements at any time when and if found to be nese-9sa.ry, and the Contractor s.hail pe-rforin the work as altered, increased ar decreased at the unit. prices . Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of. such item or -items . i Wherti such changes increase or decrease the original quantity of any stern or items of work to be scone or materials to be fi niched by 25 percant or more, then either party to the 7 cantract shall upon written request to the other party be eintitled to a revised consideration upon that portion sof the work abtue or below the 2.5 percent of the original quantity stated in the proposal; such revised considera.t.ioii to be C44 (1) determiried by 5pecia-i agreement or as hereinafter provided for "Extra Work. " No allowance will be made for any changes in anticipated profits zor shall, such changes ba considered as waiving or invalidating any cQnditiorts or provisions of the Contract Documents. ariations in quanLities of sanitary sewer pipes in .d(2pth categories, shall be. interpreted herein as applying to the overall quantities or sanitary sewer pipe in Each pipe size, but not to the various depth categories . C:4-4 , 4 ALTRfWTION OF CONTRACT DOCUMVNT : By Change Order, Lhe Owner r+a_serves tete right to mage such chainges. in the Contract Documents -and in the character or quantities of the work as may be necesaAry or desirable to insure completion in the most satisfactory manner, previdiad such changes -do not materially alter the original Contract Documents or change the general nat-ure of the' project as a. whole.. Such changes a.hall not he considez-ed a5 waiving or invalidating any condition or provision of the Contract Documents. C$-4 . 5, EXTRA WORK: Additional work made necessary by r-hanger and alterations of the Contract DocuTients or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Werk" and shall be performed by the Contractor iff accordance with these Contract DocumeTit-s or approved additions thereto; provided, however, that before any extra work is begtin a "Change order" shall be executed ar written order issued by the Owner to do the work for payments or credit-n as shall be determined by one or mare combination of the following methodz: a . Unit bid price previously -approved. b. An agreed lump sum. C. The actual reasonable cost of ( 1 ) laboT7, ( ) rental of equipment used -ori the extra work for the time so used at Associated General CQntractvrs Df lime-cica cu �-rerit equipment rental rates, (3) materials entering permanently inta the project, and (A ) actual cost of insurance, bonds, and racial security as determined by the Owner, plus a fixed fee to be agreed upoxt but not to exceed 14W of the actual cost of such extra work. The fixed fie is not to include any additional profit to the Contractor for rental of equipment owned by L m and used for the extra work. The (2) d_ fe-e shall be full and :complete compensation to corer the dost of superi{ttendenee, overhead, other prbflt, goneral and all other expense not included in ( 1 ) , (2) , (3} , and (4 ) above . The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work, No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties . Nb claim for Extra Work of any kirO will be allowed unless ordered in writing by the owner. In ease any a d rs or instru'ctions, either oral or writtan, appear to the Contractar to involve Kxtra Work for which he should receive compensation, tie shall make written request to the engineer for written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not constitute Extra Wgr'k or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep- an aQcurate account of the actual reascn-able cost thereof as pr-ovided under mE,.-thorl (Item C) . Claims for extra work will riot be paid unless the Contractor shall file his cla-im with the Owner within five (5) dayz before the time for making the first estimate after such work is done and unless. the claim is supported by saL-isfactory vouchers and certified payrolls covering all labor and materials expended upon the said- Extra Work. The. Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may he necessary to enable the Owner to prepare for permanent record a corrected yet of plans showing the actual installation. The compensation agreed upon for "extra wo-rk." whether or not initiated by a ".change order" shall b-e a full, complete and final payment for all costs Contractor incurs as a resuxlt or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extendved overhead, ripple or impact cost, ot. any other effect on changed or unchanged work a5 a result of the change or extra work. i C4-4.(3) C4-4 . 6 SCHEDULE OF OPERATIONS: Beforo conune-tieing any work under this Contact, the Contractor Shall submit to the Owner and receive the Owner' s approval ttrereof, a "Schedule of {operations., " showing by a straight line method the date. of commencing and finishing each of the major elemi tnts of Lhe ccritract . 'Them shall be also shown the estimated mio.nthly cost of work for which estimaEes are. to be expected. There shall be presented also a composite graph showing the anticipated progress of construction with the Lifne- being plotted horizontally and the percentage of completion plotted vertically_ The progress charts shall be prepared ion 8 11 " . 11" shen-ts and at least five black of blue line prints shall be €urnished to the Owner. C4-4 . 7 PROGRESS SCHEDULES FOR WATER AND SEWED PLANT FACILITIES: Within Ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the owner for approval six copies of the schedu ie to which the Contractor proposo—q to carry ori the work, the data of which he will start the several major activities (including prccurernent of materials, plans, and equipment ) and the cDntemplated dates for , corimpleting the same. The schedule shall be in the fora of a .time schedule ritical Patti Method (CPMnetwork diagram. As the work progiresses, the Contractor shall enter on the- diagram the actual progress at the enc[ of each partial payment period at at such: intervals as directed by the Engineer . The Contractor shall also ri vlse the schedi-�Ie to reflect any adjustments in contract Lime approved by the Engineer_ Three 'copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incarpvrate all work elements and ar:tivAies indicated in the proposal and in the technical specifications . Prior to the final. drafting of the detailed constructio-o schedule, the contractor shall review the draft schedule with the Engineer to ensure the ContraCtor' s understanding of the .contract re.quirements . The following guidelines �:ha.11 he adhered to -in preparing the cons tructlo ri schedule. a . Milestone dates and final project completion dates shall be developed t conform to time constraints, seri-rerrcing requirements and completion time. -4 (4) b. The construction process shall be divided into activities with time durst.ions cf approximately fourteen ( 14 ) days and constr;ur-tion values n-at to exceed $50, 000 . Fabrication, delivery and submittal activitie,5 are exceptions to this. guideline. C. Durations- shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the. duration of eah activity. d. One critical path shall be shown on the construction schedule . e. Float time is defined a,5 the amount caf time between the oacrli�est start date and the latest -start date of a chain -of activi.ties of the CPM constx'uctiori sc±hedu.le . Float time is not for the exclusive use or benefit of either the Contractor Qr the Owner. f . Thirty days shall be used for submittal review unlx-ss otherwise specified . The conatruttion schedule shall{ as a mini mum, be divided mita general Qategories as indicated in the proposal and Technical 5pe�_-ification,q and ea-r-h general category shall be brokers down into activities in enough detail to achieve activities' of approximately fourteen ( 14 ) days" ducat ion . For each ge-neral category, the construction schedule shall identify ali trades or subcontrai-_:t_5 who8e work is represented by activitl.e8 that f=ollow the guidelines of this Sectlop. For -each of the trades or subcontracts, the construction schedule -shall indicate the fallowing procureuients, construction and pre-acceptance activities and events- bi their 109-ical seTienQe for equipment and materials . 1 . preparation a.nd transmittal of subrnittz�ts . 2 . Submittal review periods. 3 . Shop fabriQation and delivery . 4 . Erectioil or installation. C4-A (i) 5 . Transmittal of manu.facturer' s operation and maintenance instruetion:�i . 5. Tn5talled equipMent and materials testing. 7 . Owner' .9 operator instru tion (if applicable) . 8 . Final .inspecti-an. 9. -Operation-al testing . 16. Final inspectinn. If, in the opinlon of the Owner, work accomplished falls behind that scheduled, the Contractor s all take such action as necessary to improve hia progress- in addition, the Owner may require the Contractor to submit a revised schedule demonstrating hip program and proposed platy to make up lag in scheduled progress and to insure completion of the work within the contract time. it the Owner finds the proposed plan not acceptable, he may require the Contractor to ingreaz�e the work LhL�,, construction plant and equipment, the number of work a5hifts or the aver-time operations without additional cast to the Own a r-_ Failure of the Contractor to comply with these regiArements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such iligen.ce as will insure it �--ompleticn witliin the time specified_ C4A (6) PART C-GENE AL CONDITIONS C5-5 CONTROL, OF WORT{ AND MATERIALS SECTION 5-5 CONTROL, OF WORK AND MATERIAL CS-5. 1 AUTHORITY OF ENGINEER: The work shall be performed tc the satisfaction of the Engineer and in strict complianr-e with the Cc.ntract Documents . He shall decide all questions which arise as to the quality and ac-ceptabilit of mat rials furnished, work per.foTmed, rate of progress. of the word€, overall aequeric:e of the construction, interpretation of the Contract Documents, adceptable fu-Ifi.11ment of the cantract, tornpensation, mutual rights between Coat.ractor and Owner under these Contract Documents, super-vision of the work, resumption of operations, and all other questi ns or disputes whish may arise_ Engineer will not be responsib12 for COntrar-tar' s means, methods, techniques, sequences of procedures of con-struction, or the safety precautian and programs incident thereto, and he will ni t be responsible forContractor' s failure to perform the work in accordance with. the Contract VoQuments . He shall determine the amount and quality of the work completed and materials furnished, and his dec:1,4ions arid estimates shall be final . His estimates in such event stall be a condition to they right of the Contractor to receive money- due him Under the Contract. The Ownet shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor faila to carry out pri)mptly. In the event of any dispute k)atweep the Engineer and Contractor over the deofsicn of the Engineer on any such matters, tkte Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner acid Contractor, a written decision on the matter in (!�ontrcversy. C5-5 . 2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cr(�sa=,qections, finish, and dimensions shown on the plans of an'y other requirements otherwise de!jc�ribed in the Contract Documents . Any deviation from the approved Contract Documents required by the Engineer during construction will in all case-s be determined by the Engineer acid authorized by the Owner. by Change Order. C5--5(1) 'C5-$ 3 COORDINATION DYE'- CONTriA T DOCUMENTS- The Contract Documents are made up of several. sections., which, taken together, are intended to describe and provide for a complete and useful project, and arty requirements appearing iTi rine of the sections is as binding as though it occurred in all aectio.ns . In ease of dlscrepartcles, figured dimension shall govern over sealed dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard Specifications, and quantitie8 .5hown on the plans shall. govern over those shown in the proposal. The Contractor Qhall not take, advantage of any apparent error or amis!,-;ion in the Contract Documents, and the Ow-ner shall be permitted to make such corrections or interpretations as may be deemed necessary For the fulfillment of the intent of the Contract Documents . In the evert the Contractor discovers an apparent error or di$crepancy# he shall immediately call this condition tcx the attention of the Engineer. Iii the event of a conflict in the drawings, specifications, or rather portions of the Contract Documents, which were not reported pricer to. the award of Contract, the Contractor shall. be deemed to have quoted the most expensive resolution of the conflict. C$-5. 4 COOPERATION OF 'CONTRACTOR: The Contractor will. be furnished with thrae sets. of the Contract Documents and shall have available on the site of the project at all titres one set of such Contract Documents . The Contractor shall give to the work the constant attention necessary to facilitate th-e progress thereof and shall cooperate with the engineer, his inspectoz, and other Contractors in every possible wa. .. The Contractor shall at all times have competent personnel available to the project site faar proper performance of the work. The Contractor sbal l provide arid maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fuller authorized to act as the Contractor' s agent on the wo37k. Such superintendent and his ,assistant shall be capable of reading and understanding the ontrapt Document-9 and shall receive and fulfill instructions from the Owner , the Engineer, or his authorized representatives . pursuant to Ehis responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, td act as the contractor' s agent on the work. Such assistant project superintende-nt shall be a resident of C5-5 ( ) Tarrant Count_V, Texas and shall he subject to- call, as is tete project uperintendernt, at any time of the clay or night on any day of the week ori which the Engineer determines that circumstances require the presence on the project site of a repre.5eatative of the Contractor, to adequately provide for the :safety or convenience of the travelling public or the. Qwner5 of property across which the project extends or the safety o'f property contiguous to the project roating . The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and irnspect the workmanship and materials entering into the work. C5-5-. 5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the- owner or Encyin�er, a �cndit.icn of emergency exists related to any part of the work, the CDntxa Ptor, or the Contractor through his designated representative, shall respond w1th dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency Condition-. Such a response shall occur day or night, whether the project is scheduled on a calendar-day of on a workingday basis. Should the Contractor fail to respond to a request fr.!Dm thn Engineer to rectify any discrepancies, orni.�3sioh , ar corrections necessary to conform with the requixements of the phroject specificatioris or plans, the Engineer shall give the Contractor written notir-e that such wank or changes are Lo be performed. The written notice shall direct attention to the df-screpant condition and request the contractor to take remedial action to correct the condition. Ire the event the Contractor does not take positive steps to fulfill this written request, or dues not sh4)w just cause for not taking the proper action, within 24 hou.r�, the City may take -quch i-emedial action with City fozrcea or by contract. The City shall then, deduct an amount equal to the entire costs for such remedial action, plus 5%, from any funds due the Contractor on the project . C:5-5 . 6 FIELD. OFVICE: The C:onLractor stall provide, at no 4 extra comps-nsation, an adequate field office for use of the Erlgir7eer, if �E;.pecific:ally called fug. The field office shall be not less than 16 by 14 feet in fleor area, substantially canstruotEd, Drell heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements . C5-5 . 7 CONSTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, gTabes, and CS-5.(3) measurements necessary to the proper p,roseuutiun and control of the work contracted for tinder these Contract Documents, and lines, grades and raea�:urements will be established by means of atakes or other customary method of marring a may be found consistent with good practice. These stakes or markings shall. be set sufficiently in advance Of canstruction operations to avoid delay. Such stakes or markings, as may be established for the onLractor' s use or guidance, shall be preserved by the Contras-,tor until he is authorized by the Engineer- to remove thea. Whenever, in the .opinion of the Engineer, any stakes or markirig5 have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the lull cost of replacing such stakes or marks plus 5% will be charged against the Contractor, and the full amount will be deducted from payment due th-e Contractor. C5-5 . 8 AUTHORITY nND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to 311 or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer the progress of the work and the manner in whish it is being performed, any evidence that the materials beirfq furnished or the work being performed by the Contractor fails to. fulfill the requirements of the Contract Uacumer.►ts, and to call the attention of the CGritractor to any Ouch failure- 'or other infringe—inents. Such inspection or lack at inspection will not relieve the Contractor from any obligation Lo perform the work in accordance with the. req�airezments of the Contract Doc-uments . In case of any disptate arising between the Contractor and the City .Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be re.fe.rred to, and be decided by, the Engineer. Th8 City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Qooumerkts, nor to approve or accept any portion or stiction of the work, nor t isstie any instruction-5 contrary to the requirements of the Contract Doctunent's . Tie will in no case act as superint nderrt or foreman or perform auy other duties for the Contractor, or .interfere with the management or operation of the woT.k. He will not accept from the Contractor any compensation in any form for performing any d.utles . The C5-5(4) Contractor shall regard and obey the directions and instruction- of the. City 1.risp8ctor or Engineer when the same are consistent wItti the obligations of the Contract currents, provided, however, should the contractor objeot -to any arders or instructions of the City Inspector, the Contractor may within six da.y�;. make written appaal to the Engineer for his deo.isioft on the- matter in controversy. C5-5 . 9 INSPECTION: The contractor shad furnish the Engineer with every reasonable facility for aacertain-ing whethez or :trot the work as performed is in accordance wLth the requirements of the Contract Documents . If the Engineer so requests, the Contractor shall, at any time before acceptanut=_ of the work, remove or u5cover sucli portion 01 the fihi.shed work as may be directed. After examination the conta:actor shall xra-store said portions of the work to the standard required by the Contract Documents . should the work exposed or examined prove acceptable, thea uncovering or removing and replacing of the covering Qt making gopd �3f the parts removed shall be paid for as extra work, but. should be work so exposed or examined prove to be u5acceptable, the uncovering or removing and the replacing of all adjacernt defective or damaged parts shall be at the Contractor' s expense. No work shall be clone or materials used without su.i table supervision or inspection . C5-5. 10 REMDVAL OF DEFECTIVE AND LJNAU HORIZED WORK, Al WQr-k., materials, or -equi_prnent which has been rejected 6hall be remedied or moved and replaced in an acceptable manner by the. Contractor at his own expense. Work done beyond the 'limes and grades given cyr as shown on the plans, except as herein specifically provided, or any Extra Work Mane withQLLt written authority, will be considered as unauthorized and done at tete expense of the Contractor and will not be paid for by the Dwaer. Work so .done may he ordered removed at the Contractor' s expense. Upon the failure on the part of the Contractor to comply with any order: of the Engineer made under the provisions of this paragraph, the Engineer Will have the authority ro cause defective work to be remedied or removed and replaced and unauthorized work to he removed, and the cast thereof may be daducted from any money due. or to ber-orne due to the Contractor. Failure to require the reinoval of any defective or unauthorized work shall n-Qt cQnsLitute acceptancc -of such wanks . C5-ss) C5-5 . 11 SUBSTITUTE MATERIALS OR EQUIPMENT= If the Specifications, law, o-r-di_nance, codes or requlation-s permit Contractor to furnish car use- a substitute that is equal to any rxwaterial or equipment specified, and it contractor wishes to furnish or use a proposed aubstitute, he shall_, prior to the pre-construction conference, make written application to Engineer for approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same ftiriction as that specified; and identifying all variation8 of the proposed :substitute from that specified and .indicating available maintenance service. Ncx substitute shall be ordered or installed without the written approval of Engineer- wbo will be the judge of the equality and may zeq"re Contractor to fuar-nish such other data about the proposed substitutes as he cbnsiders pertinent . No sulQ!�tltute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor' s expense. Contractor shall ind6mnify and hold harmless Owner and engineer and anyone di.roctly or indirectly employed by either of them from and -against the claims, damages, io�ises and expenses (including attorneys fees). arising out of the u-se of substituted materials or equipment . C5-5. 12 SAMPLES AND TESTS OR MATER I : Where, in the opinion of the Engineer, or as called for in the Contract Documents.., tests of materials or equipment are necessary, such testa will be Made at the expense of and paid for direct to the testing agency by the Owner unle-ss otherwise specifically Provided . The failure of tete Owner to mase any tests of materials shall In no way relieve the Contractor of his responsilbility .of furnishing materials and equipment fully conforming to the requirements -cif the Contract Do meets . 'bests and sampling of materials, unless otherwise specified, will be made iR accordance with toe latest methods pre,4c-ribed by the American Sn iety for 'Testing Materials or apecific regiArements of the Owner. The Contractor shah provide such facilities as the Engineer may require for Qollecting and forwarding samples and shall not., without specific written permission of the Engineer, use the roaterials represented by the samples until tests have been made and the materials approved for use. The Cdntractor will fuLnish adequate samples. without charge to the Owner. Ire case of concrete, the aggregates, design minimum, arch -the C5-s (5) mixing and tTansportirLq equipment shall be approved by the Engineer before any concrete is. placed, and the Contractor shall. be responsible for replading any concrete which does not meet tho requirements of the contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using aamples from the sabre aggregate, eemerft, and mortar which are to be used later in. the concrete. Should the source of supply c_hanqn, new tests shall be made prier to the use of the new materials . C5-5 . 13 STORAGE OF KATERIP�LS. All materials which are Lo be iised In the construction operation shall be stored to insure the preservation of the quality and fitness of the work-. When directed by the Engi.rieex, they shall be plaged on wooden platforms or other hard, r-lean durable surfaces and no-t an the ground, and shall be placid under cover when direr-ted. StoL-ed i materials shall be placed and located. so as to facilitate prompt inspection . C5-5. 14 EXISTING STRUCTURES AND UTILITIES . The lacati,an and dimensions showi-i on the Plans relative to existing utilities are ba-srptC# on the best information available. Omission from or Elie inclusion of utility- lo-cations on the Plans is not to be considered' as the nonexistence of, or a defi.flite location of, existing uzidergrotind utilities . The location of many rias mains, water mains, conduits, sealer linos and s'ervico lines for all utilities, etc. , is unknown to the Owner, and. the Owner assumes no respon,ibility for failux-e to show any or all such struoture�;. and utilities on the Flans or to show them in their exact location. I.t is mutually agreted that such failure will not be considered aufficient basis for clainzs for additional compensation fir Extra Work or for increasing the pay quantities in any manner whatsoever, uniess an obstruction encountered is such as to necessitate charges in the lines and grades of considerable magnitude or requires the building of special works, proviai.on for which is not made iri the Contrast Documents, in which case the provision in thes;� Contract Documents fay' Extra Work shall apply. it shall. be the Contractor' s -responsibility to vferifjr locations of adjacent and/or ct�nflicting utilities sufficiently its advance of conStr-action in 'order that he may negotiate. such local adjustmernts as' Necessary in the construction process to provide adequate olearanees. The Coritractor ;hall take- all necessary Areca-uti.on,,� in order to protect all existing utilities, structures.. and service line. Verification of existing utilities, structures and _5earvice lines shall incluje r-s-5(7) not]_ficat ioT� of all utility companies at least forty-eight (48) hours in advance of construction i Tr eluding exploratory exeavatiQn if necessary. All vLrifioation of Existing utilities and their adjustment Shall be considered as subsidiary work. C5-5. 15 INTERRUPTION OE' SERVICE. a. Normal Rrosecuticn: In the normal prcrseeution of work where the interruption of service ire aecer,8ary, the Contractor, at least 24 hours in -advance, shali he required to: 1 . motif} the Water Department' s Dis-tribution Division of location, time, and schedule of service irnt rup Lion. . Notify eactl customer personally through responsible personnel of time and schedule of the interruption of their service, or 3 . In the event that personal notification of a customer cannot be made, a prepared tarp form strail be attached to the customer' s entrance doorkcnob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (wat4r) (sewer) service will be interrupted on between the hours of and 'rhis inconvenience will he as short as pozaiblo . Thank you, Contractor Address Phone b. Eme.rgenc In the event that an unforeseen service interruption occurs, notice shall be as above, but immediate. C5-5(s) C5-5 . 16 MUTUAL, RESPONSIBILITY OF CONTRACTORS: if, through acts or neglect on the part of the contractor, any other Contractor or any sub-contractor shall sutfar loss or damage on tete work, the Contractor agre-es Lo settle with such other Contractor or sub-contractor by agreement ax arbitration. if such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have keen sustained, the Owner will notify the Contractor, who shall indi imriify and save harmless the {owner against any such claim. C.5-5. 17 CL AN-UP: Clean-up of surplus and/or waste materials accumulated on Lhe job site duxing the prosecution of the work undex these Contract Documents shall be accomplished in keeping with a daily routine ei3tabl.ished Le the satisfaction of the Engineer. If, within twenty-four (24 } hours after written notice is given to. the Contractor that the clean-up on the job. site is proceeding iz1 a manner unsaLisfactory to the Engineer, the Contractor fails to correct Lhe unsatisfactory protiedure, the City may tape such direct ar-tion as the Engineer. -.deems. app.ropriate to correct the clean-up deficiencies cited to the contractoz- in the written notice, and the costs of such diract action, plats 5% of such costs, shall be deducted from monies due or to become due to the Contractor . Upon the completion of the praje'ct. a! a whale as covered by these Contract Documents, and before final acceptance and final payment will_ be made, the Contractor shall clean and remove from the 'site of the project all surplus and discarded mate�rials-r temporary strtictures, and debris of every irnd. He shall leave the site of all work in a neat and orderly condition equal to that which originally -existed. Surplus and waste materials .rriamoved from the site of the work shall be disposed of At locations satisfac=tory to the Engineer. The Contractor shall Lhoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in. a bright, Clean, polished and rtew appearing conditibrn. No extra comp ntgation will be made to the Contractor for any clean-up required on the project. I C5-5 . 1B FINAL INSPECTION: Whenever the work provided for in and contemplated undez- the Contract Doctuments has been satisfactorily r-ompleted and final clean-ups performed, the Engineer will notify the proper o.ffioial-5 of the owner and request that the final inspection be made. Such ilispection will be m4.de within 10 days after such notification. After such C5-5(9) final iTispectlon, if the work and Wterials and equipment aro tox.ind .satisfactar , the Contractor waill be notified in wri-ting of the acceptance of Lhir- same after the proper resolution has heen passed by the City Council . No tIme charge will be Stade against the Contractor between said date of notification of the Engineer an-d the date of final inspection of the work. PART -GENERAL CONDITIONS C6-6 LEGA, RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY CC-6. 1 LAWS TO BE OBSERVED: The CanLrac:tor shall at all tirftes observe and rQmply with all 1+edera2 and Statc Laws acid City and regulations which in art} way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, Qroinances and regulations which exist or which mar be r;-,!nacted later by bodieshaving juris-diction or authority for such enactment . No plea of inisunderst'andi3ng or igncrance thereof will be considered . The Contractor and his Sureties shall indemnify and save harmless the City and all of its officexs, agents, and elaployees against any dnd all claims or liability arising from or based on the Violation of arty such law, ordinance, regulation, ar order, whether it be by himself .Qr his employees . C6-6.2 PERMITS ANI) LICENSES. The Contractor shall procure all permits and licenses, pay all charges, masts and fees, and give all notices necessary and incident to. the due and. lawful prosecution of the work . C6-(i . 3 PATENTED DEVICES CATER ALS AND PROCESSES : If the Contractor is required or desires. to Lisa a.ny. design, device, material, or process covered by setter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or Copyrighted design, It is mutually agreed and understood that .without exception the contract pr.ice.9 shall include all royalties or casts a-rlsirig from patents, trademarks, and copyrights in any way involved in the work_ The Contractor .and his sureties shall indemnify, acid save harmless, the Owner from any and ail claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright in connection with tho work agreed to be perfartned under -hese Ccntract Documents, and sha-11 inde=ify the Owrior for any cast, expense, sir damage which it may be obliged to pay by reason .of such infringement at .any time during the prosecution of the work or after t--ampletion of the work, provided, however, that ttie Owner will assume the r_`esponsibil.it,y to de-fend any and all quits Draught for the infringement of any patent claimed to be infringed upon by the de-sign, type of ci�irrstruction or material C6-6(1) or :equipment specified in the Contract Documsats f+jrnishad the Contractor by the Owner, and to hold the Contractor harmless on aceour�t of such suits.. 6-6. 4 SANITARY PREVISIONS: The Contractor shall establish and enforce among hi' employees such regulations in regard tci cleanliness and disposal of garbage and waste as -will tend tQ prevent the inception and spread of infect.inus or contagious disease, and to effectively pr8vent the creation cf a nuisarice about they work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor . The necessary sanitary conveniences for use of laborers ori the work, properly aecluded from public observation, shall Ne constructed and maintairied by the Contractor and their use sbaLl b8 strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanit dry condition, free from uhjt�ctionable odors so as not to cause a nuisa-lice.. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with . CZ-6. 5 PUBLIC SAFETY AND CONVENIENCE: Materi.al.5 or equipjrient stared about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstr.uctiori or inconvenience to the public than is cons Wered to he absolutely necessary by the Engineer .. The Con.L actor is required to maintain at all times all phases of his %cork in such a mannor as not to impair the safety or convenience of the public, including, but not limited to, safe and r-onvenient ingress and egress to property cantigiicus to the work- area . The Contractor shall make adequate provisions to render reasonable ingress and egreEs for normal vehicular traffic, except during actual trenching or pipe inutallation operations, at all driveway crossings- Such provisions may include bridging, placement of r-Tushed stone or gravel or such other means of providing proper ingress and egress for the. property served by the driveway as the Engineer may approve as appropriate. Other means may include the diver.,�3.ion of driveway traffic, with specific approval by the .Enginaer . If d'Iversion of traffic is approved by the Engineer, the contractar shall. rnake arrangements satisfactory to Lhe Engineer for the diversd,on of traffic: and shall, at his awn expense, prcDvide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such .diversion of .traffic. Sidewalks must not be obstructed except by special permission of the Engineer. C6-6(2) The materials excavated and the construction' materialis, such as pipe, used in the construction of the work Shall be placed so as not to endanger the wort or prevent free access to all fixe hydrants, fiT-e alarm boxes, police call boxes, water valves, gas valves, o.r manholes in. the vicinity. The Dwrie�r ze.searves the right to remedy any neglect on the part of the Contractor it reference to public converrience and safety which may come to its attention, after twenty-four ( 4 ) lours notice in writing to the Contractor, save In cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the owner or by the City shall be deducted from monies -due or to become due to the Contrac-tc)r. The contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or allay is requested to bc, closed or obstructed Qr- any fire hydrant is to be made inaccessible, and when so directed by the- Engineer, shall k8ep any street, streets, ox highways in condition for unobstructed use by fire apparatu-9 . The Contractor shall promptly 110tify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed bAck in aervics. Where� the Contrar-tor is required to construct temparary bridges or make other arrangements for crossing over ditches or str.-eam.5, his responsibility for accidents in r-orinection with such cro8singa shall include the roadway approaches as. well as the struotures of such crossings . The ontzaactor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in r-lQs.e proximity to or on the site of the work. Wh r_ever any such damage may be dote, the Cc)ntractor shall imm,8diately satisfy all claims of property owners, and nc3 payment will ba made by the Owner in settlement of 5-tach claims . The Contractor shall. file with the Engin er a written statement• ahowing all such Qla.ima adjusted. -06-6 . 5 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGFT- .OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or ether rights-of- way as prc)vided for in the ordinances of the. City, as shown in the Ccntract Dacume.nts, or as may be specifically authorized in writing by the Engineer. A reasonable arrQunt of tools, materials-, and equipment for con5tructIon parpcses, may be stored in such space, but no more than 15 necessary to avo±d delay in the construction operations . Excavated and waste inaterial;s shall be piled or stat--ked in such a way that does not interfere with the use of spaces that niay be designated to be left ,free and unobstructed, or inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be carried on in such manner as not to interfere with the aperation of ttains., loading- or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, eater upon the work and p.remines used by the. assistance for the completion of adjoining work. Any additional grounds desired by the Coritractcr for his use shall be provided by him at his own cc-5t and expense. C6-.6. 7 RAILWAY CR0SSIN;S : When the work ericroache-s upon any right-of-way of any railway, tete .City will seuuro the neci�ssary easement for the work . Where the railway tracks are to be crow ed, the Contractor shall observe all the regulations aild instructions of the railway company regarding the methods of performing th-e work and take all precautions for safety of property and the public. Negotiations With the railway companies for permits stall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intention to begirx work- on that portion of the pr_oje .t which is related to the railway properties . Isle Contrautar will nct be given extra or additional compensation f¢r such railway crossings Unless specifically set fdrth in the Contract Documents . C6-6. 8 BARRICADES, WARNINGS AND WATCHMEN- Where the work is carried on in or adjacent to any street, alley, of Public place, the Contractor shall, at his own e pe-ase, furnisb, erect, and maintain sucb barricades, fences', lights and danger signals, and stall provide such watchmen, and shall tape all such other precautionary measures for the protection of persons or property and of the work ar are necessary. Barricades and fences shall be painted in a color that will he visible at night . From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade . A sufficient number of barricades shall be erected and maintained to keep pedestrians away, and vehicles from being driven on or into, any work under construction or tieing maintained. The Contractor shall furnish watchmen and ]seep there at their respective assignments in sufficient bumbers to protect the work and prevent accident or damage. C6-6(4) i All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on [uniform Traffic Control Devices for Streets and Highways", issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 701d, Vernon' s Civil Statutes, pertinent secticns being Section Nos . 27, 29, 30. and 31. The Contractor W.i11. not remo a any regniatoryr sign, instructienal slgnf street: name sign, or other sign, which has been erected by the City. If it is determined that a sign must be removed to perfrtit required ccristr.uction, tho Contractor Shall contact the Transp6rtat.iorn and Public -Works Department, Signs and Markings Division (phone number 870'-8015) , to remove the sign. In the r-ase of regulatory signs, the Contractor rust replace the pprrnanent sign with a temporary :zigrn rgeeting the requirements of the above referenced mafival, and such temporary sign rust be installed prior to the removal of the permanent sign. If the temporary sign is not instailed corret�tiy or if it does. not meet the required -specifications, the permanent sign shall be left in place until the temporary sign tequir6ments 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 Markingz Division to reinstall the permanent sign and -shall leave his tempo-Tary sign in pia,ce until such reinstallation is completed. The, Contractor will be held responsible for all damage to the work or the public due to failuxe of barricades, signs, fences, Lights, or watchmen tQ protect them. Whenever evidence i-s found of such damage r_'p the work, the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor' s own expense. The Contractor' s reapcnsibilit for the maintenance ref barricades, signs, fences and Lights, and for providing watchmen shall not cease until the project stall have been cDmpleted and accepted by the Owner. No compensa,tiori, except as. specifically provided in these Contrar-t Documents, will be paid to the ontrractor for the work a-nd materia Ls in-valved in the constructing, providing, and. maintaining of barricades, signs, ,fences, ar3d lights or for alaries of watchmen, for the subsEiquent remaval and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public C6-6 (5) �Q! i during the contract perlod, az thi8 work is considered to be subsidiary to the several items for Which unit or lump sum prices are requested in the �roposal_ 6-6 . 9 USE OF EXPLOSIVES DROP WEIGHT, ETC. : Should th-e Contractor elect to use explosives, drop weight, ete. ,- in the prosecutiOn of the work, the utmost cane shall be exercised at all times not to endanger life or property- The Cont-ractor shall notify the proper representative of arty public service corporation, any company, individual, br utility, and the Owriu�-r, not less than twenty-fiDur (24 ) hours in advance of the une of any activity which might damage ar endanger prope-rty along or adjacent to .the Wofk. Where the use of explosives is to be permitted on the project as specified in the Special Contract Docurno-moor khe use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four ( 4 ) hours prior to commencing and shall furnisb evidence that he has insurance coverage to protect against aTiy damages and/or injuries arising out of such use of explosives. All claims arising cut of the use of exp.los.ives shall $e investigated and a written repart made by the Contractor' s insurers to the Engiizeer within ten ( IG) days. after receipt of written notice of the claim to the Contractor from either the City or the claimant . The city -shall proceed to give notice to the Contractor cf any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint hal been addtessed. Whenever explosives are .stored or kept, they shall be stared in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall bf.- tender the care of a competent watchman at all -times . All vehicles .in which explosives are being transported shall be plainly marked as mentioned .shove and sfra.11, insofar as possible, not use heavy traffic routes. C -G . 1D WORK WITHIN EASMENTS : W-h6fe the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may 'deem necessary for the prosecution of the work. Any additional rights-of-way. or work area con5ldered necessary by the COrLtractor shall be provided by him at his own expense. such C6-6 (6). additicrnai rights-of—way or work area shall be acquired for the benefit of the City. The City shall bs notified .in writiag of the rights so acquired before wotk bLn-giris in- the affected area . The Contractoz shall not entez- upon private property for any purpose without having previously obtained permLssion from the owner of such property.. The Contractor will not be allowed to store equipment or material on private property unless .and tlnill the specified approval of the property owner has been secured in writing by the Contractor, and a copy furnished to the Engineer . Unless specifically provided otherwise, the Contractor shall. clear all rights-uf-way or: easements of obstructions, which must be removed to malts possible proper prosecution of the work as a part of the project construction operati.oris.. The Contractor shall be� responsible for the preservation of and shall Ilse every precaution to prevent damages to all trees, shrubbery, plants, lawns, fences, cialverts, curbing and all other types of Structures or improvements, and to all water, sewer and gas lines, to all conduits, overhead pole lines, or appurtanances thereof, inciticang the c:cnstructi-bn of temporary fences, and to all other public: or private property along adjacent to the. Wayk. The ontrar±tor shall notify Lhe praper representatives of owners or occupants Qf public or private lands or interest in lands which night be affected by the work. Such aoti.r,-e shall be Stacie at least 48 hQurs in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants whose land or interest in lana might be affected by. the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act., Qmission' neglect, -or misconduct in the manner or method or ex cution of the work, or at any time due to defectivie work, material or equipment. When and where any direct or indirect damage or injury is done to public or private property on account of any act, omission, neglect, �or misc7onduct in the execution of the wol-k, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condi,tiorl at least equal to that existing before such damage- or injurer was done, by repairing, rebWlding, or otherwise replacing and restoring as nay be directed by the Ow-er, or he- shall mafce goad. such damages or injury in a manner acceptable to the owner of the property and the Engineer. . C6.6(7) All fences encountered and ram€>ved during construction of this project shall be restored. to the original or a better than original condition upon compleL-ion of this project. Whea wires fencing, either wire mesh or barbed wire is tia be crossed, the Contractor. Shall set cross braced posts ori either sides of permanent easement before the fence is crit_ Should additional fence cuts he necessary, the Contractor shall provide cross braced posts at poirrt of the proposed cut in addition to the cross braced posts provided at the permanent- eas, Ments Limits, before the fence is cut . Temporary fencing shall be erected in place— of the fencing removed whenever the work is not in progress and when the site is vacated uverriight, and/or at all times to prevent livestock from erste.ring the cnnstructian area. The cast to fence removal, temporary closures and replacement shall he subsidiary to the various items bid in tete projer-t proposal . There-fore, no separate pa.ymerit shall be allowed Eor any servicd assooiated with, this work . In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48-hour written notice under ordinary circumstance,, and without notice when a nuisance or hazardous cunditio-n results, proceed to repal-r, rebuilt or otherwis-e restore such property as may be. determined by the Owner to be necessary, and the cost thereby will be deducted from any montes dues or to become due to the Contractc'>r under this Contract. C6-6 . 11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that contractor shall perform all work and services hereunder as an indepertdsnt conLractox, and not as an officer, agent, servant pr employees of the Owner. . Contractor shall have exclusive control of and the e c:ln�ive night to control the details of all the work and services performed hereander, and all persans performing same, and shall be selely responsible for the acus and omissions of its offioers, agents, servants, employees, contractor8, subcontractors, .licensees invitees . The d(antrise of respondent superior shall not apply as between Owner acid contractor, its officers, agents, employees, contractors -and subcontractors, and noth,ir�g herein shall be construed as creating a partnership or ioint enterprise between owner and Contractor. C6-6(8) C6-6. 12 CONTRACTOR" S RESPONSIBILITY FOR DAMAGE CLAIMS : Contractor covenants and agrees to indermify City' s engineer and architect, acrd their personnel at the project site fox Contractor' s sole- negligence . in addition, ontractoT- covenaRt:�; and agrees to. indemnify, held harmless and defend, at its OWn expense, tYti�! Owner, its officers, servants and employees, from and against array aT�d all olaim5 or suits for property loss, property damage, personal injury, including death, arising out of, or alleged tp arise out of, the work aned services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitee, whether ox' no any such injury, damage or death to caused, in whole or in paxt, by the negligence or allegeed negligence of Mmer} its officers, servants, or employees, Contractor likewise covenants and agrees-. to indema-ify and hold harmless the Owner from and against dny and all injuri.es to Owner' s officers, servants and employees and any damage, loss or destruction to property of tete Owner- arising wnerarising from the performance of any of the terms and coTWJ.tion5 of. this Contract, whether am not any such i!xJuzy or dar agLa is caused in whole or in part by the negrIlgence or alleged zzagligrence of Owner, Its officers, sexvants or anplayees. In the event Owner receives a written claim for damages agaifist the Contractor or its suboontrac:tors prior to final payrm ntg final payment shall not .be made until Contractor either (a) submits to Owner satisfactory eviden e that the claim has beern settled and/o.r a release from the claimant involved, or (b) provides owner with a letter fi-om ContTaotor' s liability insurance carrier that the. claim has been referred to the insuraoce cal'z-ier. The Direot:or may, if he deems it appropriate, refuse to accept bards on ether City of Fart Worth public work from a Contractor against whore a claim for damages is. outstanding as a result of work perfoed under a City Contract . C'6-6. 13 .CONTRACTOR' S CLAIM FOR DAMAGES: Should the Contractor claim compensation far any alleged damage by reason of Lhe acts or omissions of the owner, he shall within three days after tete actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the aliegnd damage, and on or before the 25tt' day of the month succseding that in which any such damage is claimed to have been sustained, the Contractor shall file with th-e Engineer ars itemized -statement of the details and amotint of such alleged C6 (9) damage and, upon request, shall give the Engineer access to all books of account, receipts; vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed' as hereirl required, the Contractor* s claim for compensation shall be waived, and he small not be entitled to payment an account of such damages . C6-6 . L4 ADJUSTMENT OR RELOCATION OF PUBLIC" UTILITIES, .ETC: Ire case it is necessary to change, move, o.r alter in any manner the property of a public utility' or athers, the said prcperty shall not be moved or interfered with until orders thereupon have been' issued by the Engineer. The right is reserved to the owners of public utilities to entef the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract . C6,6. 15 TEMPORARY SEWER AND DP-AIN CONNECTIONS , when existing sewer lines have to be to .en up or removed, the Contraotor- shal.l, at his own expense and cost, provide and ma-iiitain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage, which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adeq+aate pumpirig facilities and temporary outlets or diversians . The Contractor, at his own cost and expense, -s-hall construct such troughs, pipes, or 'other structures necessary, -and be pr$pared at all times to dispose of drainage and sewage received from hese temporary r_�Pnnections utrtil such times as the pertnanent connections are built and are in service. The existing sewel-s and connections shall be kept in service .and maintained under the Contract, except when specified or ordered Lo be abandoned by the Engineer. All Water, sewage, and either Waste shall. be disposed of in a satisfactory manner so that no nuisaftce is created and so that th-e work under construction will bo adequately protected . C6-6. 16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall roake omplete and satisfactory arrarkgements with the Fort Worth City Water Department for so doing. C6-6(10) City aster furnished to the Contractor shall be delivered to the Coritractor from a connection on an existing City main. All piping required beyorid the point of delivery shall be installed by the Contractor at his own expense. The Contzar-tar' s responsibility in the use cif all existing fire hydrants 'and/or valves is detailed in Section E2-1 . 2 USE OF FIRE, HYDRANTS AND VALVES irr these General Contract Document's . Whert meters are used to measure the water, the charges, if any, for water will be at the regular established rates . When maters are not used, the charger, if any, will be as prescribed by the City Ordinance, or where rkc ordinonee applies, payment shall be made. on estimate's and rates established try the Director of the Fort Worth Water Department . C6-5 . 17 USE OF A SECTION OR PORTION OF THE WORK: wh,eneve_r' in the opinion of the Engineer, any section or portion .of the work or any structure is in suitable condition, it may be put into use upon the written order of the Eingirneer, and such usage shall riot be held to be in any way an -acc8ptance of said work o.r structure or any part thereof oz- as a waiver of any of the provisions of these Cont rapt Documents . All necessary repairs and removals o-f ariy section of the work so put into use, due to defective materials or workmanship, EiquipmerLt, or to deficient operati+an3 an the- part of the tontracto-i�, shall be preformed by the Contractax at his dwn xp nse . C6-5 . 18 CONTRACTOR' S RE PO S-IBTLITY FOR THE WORN : Until written acceptance by the Owne-r as provided fox' in these Contract Documents, the wa.rk shall be under the charge and care of the Contrautar, and he shall take every necessary precaution t.P prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether ,atisiTng from the execution of non-execution of the work. The Contractor shall rebuild, repair, restore, and male good at his own expense all injuries or damage to any pa.rtion of the work occasioned by any of the causes he-rein- C6-6. 19 No, WAIVER OF LEGAL RIG14TS: Inspection by the engineer or any order by the Burner by payment of money or any payment for I or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate. as a waiver of any provision of the Contract Documents . Any waiver cif any breach or Contract shall not be held tQ be a w,aivar cf any other or subsequent broach. The Owner reserves the richt to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirement!�; of the Contract Documents . C6-6 .20 PERSONAL LIABILITY OF PUBLIC OFFJCIJALS: In carrying out the provisions of these Contract Documents .or ix� exercising any power of authority granted thereunder, these shall be no liability upon the authorized represeritat.ives of the Owrxer, P-ither personally or otherwise as they are agents and representatives of the City. CG-6. 21 STATE -SALES TAX: 02 a contract awarded by the City of Fort Worth, ars organization which qualifies for exemption pursuant to the provisions of Article 2 . 04 (-H). of the Texas Limited Sales, Excise, and Use 'Pax Act, the Contractor may purchase, rent -or lease all materials, supplies and equipment used or conaumed in tete performance of this contract by issuing to his supplii�r an exemption certificate in lieu of tine tax, sai.d exemption cerLificat to comply with State Comptroller' s RuLing . 007. Any such exemption certificate issued by the Coptrattor fry lieu of the tax shall be subject to and shall comply with the provisions of itaLe Comptraller' s Ruling . 011, and any other applicable State Comptroller rulings pertaining to the Texas Liinited Sales, Excise, and Uge Tax Act . On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public: and the City of Fort Worth, an organization which quatli€les fbr exemption pursuant -to the provisions of Article 20. 04 (H} of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Limited Sale, Excise and Us-e Tax permits and information can be obtained from: Coiaptroller of Public Accounts Sale Tax Division Capital Station Austin, TX Cfr6(lei) PART C- FERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS C7--? . l SUBLETTING, The on.tractor shall perform with his own organization, and with the assistance of workmen under his immedlaat superintendence, work 'of a valde of not less than fifty (50�%) percent of the value ermbracod in the contract . If the Contractor sublets any part of the work Le be done under these Contract Documents, Ile will not u.ndar any circumstances be relieved of the responsibility acid obligation assumed -ixnder these C'�ntract Documents. All. transaetiQns of the Pnginiaer will be with the Contractor . Subcontractors will be considered only in the capacity of empiaye( s& or workmen of the Contractor and sh8ll be subject to the same requirements .regarding character and competency. The owner will not rec"nize any subcontractor on the work. The - Contractor shall at all ti-fes., when the work is in operation, be represented either in person or by a superintendent, or other deaigrtiated representative.. C'1-7 . 2 ASSIGNMENT OF CONTRACT', The CoRtraictor Shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or hi-s .rights, title, or ,interest in or to the same or aDy part thereof without the previous consent of the owner expressed by resolution of the City Council and concurred in by the Sureties . If the Contractor does, withaut such previous cons.ent, assign, transfer, sublet, cory-vey, or otherwise di8pose of the contract or his right, tit Le, or interest therein or any part thereof, to any person or persons, partnership, CompaTxy,, firm or corporation, or does by bankruptcy, voluntary or involuntary, of by assignrixent under tete insolvency laws of any state, attempt to dispose of the cc-ntract may, at the option of the owner be revoked and annulled, unless the Sureties shall s-uCcessfull Complete said contract, and in the event of any such revor-:atlon or annulment, any monie�3 due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the .rea-agn that it would be impracticable and extremely difficult to. fix the actual damages. C7--7 . 3 PROSECUTION OF THE WORK-. Prior to beginning any con�;tructlan operation, the Contrattor shall submit to the Engineer in five or more copies, if requested by the EhSintar, a progress schedule pre.ftrably in chart or diagraill 'form, or a C7-7'(1) brief outlining its detail and step by step the manner of prosecuting the wank and ordering materials -and equipment which tie expects to follow iri ordez to complete the project in the scheduled tigie. Theire shall also be submitted a table of estimated amoitnt5 to b earned by tha Contractor during each monthly eztimate period. The :Contractor shall commence the work to be performed under thin contract within the time limit stated in these Contract Documen-Es and shall conduct the work in a continuaus mannt-r and with sufficient equipment, materials, and labor as is ftec:essary to insure its completion within the time limit . The .sequeh a requested of all construction ope-raticros shall be at all tunes as specified in the Special Contract Dor-umentE5. Any deviation from such sequencing shah. be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until lie ha.s received written approval from the Engineer . Such spec-ifis:ation or approval by the Engineer shall not .relieve the Contractor From the full responsibility of the complete performance of the Contrast . The ooT�traot time may be changed only as set forth is Section 7-1 . 8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not C.t)nstitute a change in the contract time. C7-7 . 9 LIMITATIONS OF OPERAT101M The working operatlons shall at all times be conducted I?y the .Contractor to create a minimum amount of inouiivenfe-nr_e Lei thio public. At any time when, in the judgment sof the P:ngiaeer, the Contractor has obstructed or closed or is carrying on operations in a. portian of a street or public way greater Lhan i_s necessary for the proper execution cif the work, the Engineer may require the Contractor to fiui$h the section on which operations are in progress before the work is commenced on ani+ additional section or street . C7-7 - 5 CHARACTER OR WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor when it is available. The Cbntractor may bring in from outside the City of Fort Worth his key men and his stiperintendent. All other workmen, including equipment operators, may be imported only after the local supply iz� exhausted. The Contractor shall employ oiO-y such ,3kiper.i.ntendi�nLs, foremen, and workmen who aro careful, carapetent, and fuller qualified to perform the dutles or tasks assigned to thrum, and the Engineer may demand and. secure the C7-7:(2) aumma.ry dismissal of any person or persons emplp ed by the Contractor in � r about or on the work who, in the opinion ot_ the owner, Shall misconduct himself or be fog#nd to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the- proper performance of }pis or their duties, or who neglects or refuses to comply With or carry out the directions of the Owner, and such person or persorns' shall not be employed again thereon without written consent of the Engineer. All woz-krnen shal.1 have stafficient skill, ability, and i �xperience� to properly perform the work assigned to them and operate ars equipment necessary to. properly carry out the performane of the assigned duties. The Contractor shall furnish and maintain on the work aLl such equipment as is cot5sidered td be necessary for prw,-ecution of the work in an acceptable manner and at a satisfactory raL'e of progress.. All equipment, tools, and machinery iised for handlinq materials and executing any part of the' work shall be subject to the approval. of. the Engineer and -shall bo maintained iri a satisfactory, aafe and efficient w<)rking condition . Equipment on any .portion of the wa.rk shall be such. that no ;injury to the work, workmen or adjacent property will result ftam its use . C7-7 . 6 WORK SC14EDULE: Elapsed wor-king Gays shall be computed starting with the first day of work completed as .defined in Cl- 1 . 23 "WORKING DAY"' or' the date stipulated in the „WORD ORDER" for beginning work, whichever comes first . Nothing irn- these Contract oocumer-Lts shall be tonatrued a8 prohi-biting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the. following requi_rementa are filet : a. A, request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the Thursday preceding. b. Array work to. be done orn the project ori -such a specific Saturday, Sunday or Legal Holiday must be, -in the- opinion of tyre Engineer, essential to the timely I completion of the project. The Engineer' s decision .5ha.11 he final in response to etuch- a request for approval to work on a specific Saturday. Sunday or .C7-7 (3) Legal Holiday, an-d no extz-a compensation shall be allowed to the Contractor to any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Daya shall be define-d in OI-1 . 24 and the Contractor may .word€ as be so desires. .C7-7 . 7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified. in the Contract Dacuments and set forth in the Work Order. Failure to do so shall be considered by the OwneT as abandonment; of the Contract by the Contractor and the Owner may proceed as he sees fit . The Contractor shall maintain a rate Qf progress. such as will insure that the whole work will be performed and the prezrLises " cleaned up in accordance with the Contract Documents and within the ti-me established in such documents and such extension of Li-me as may be properly authorized by the Owner- .C-)-7 . B wner_.C7-7 . 8 EXTENSION OF TIME COMPLETION- The Contra.ctor' s request for an exten.5ion of time of completion shall be considered only when the request for such extension is submitted in writing to tete Engineer within seven days from and after the time alleged cau,ge of delay shall have occurred. Should an extension of the brae of corupl-etion be requested such request will be farwarded to the City Council fpr approval. In -ad-justing the C-Ontract l irne for completion of work, consi-derati n will be given to unforesee-able cause-s beyond the control of and without the fauIt or negligence of the Contractor, including but limited- to act- of tiro pu.bliO enemy, acts of the Owner,, fire, flood, tornadoes, epidemics, quarantine restr.icticns, strikes, freight embargoes, or delays of sub- contractors due to such causes . When the date of completion is based on ..a calendar ray bid, a request for extension of time becaTise of inclement weather will not be con!�idered. A re�juest for extension of time due to inability to obtain supplies and materiala will be Considered only when a review of the Cnntrautnr' s purchase order dater and other pertinent data as requested by the Engineer in that the contractor has made a bona fide attempt to secure delivery on schedule . This shall include jufforts to obtain the pplass and materials: from alternate rources in case the fir-5t source cannot make delivery. C7-7(4) i If sati�qtactory execution and completion of the contract should rEquire -Work arrd materials in greater amounts or quantities than those s.et forth in L-he approved Contract Documents, then the cz�antract time may be increaSL�,d by Change Order , C7-7 . 9 DELAYS : The Contractor shall receive no compensation for delays or hindaranc8s to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by thea City. When such extra compensation is claimed, a written statement thereof shall be presented by the �Diitractor to the Engineer and if by him found correct, Shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding . If delay i.9 caused by specific orders given by the Engineers to stop work, or by the performance of extra work, br by the fallur:e of the City to provide. mate-rial or nec:es.za.ry instruc-ti.ons for carrying on the work, then such delay will entitle the Contractor to a.n equivalent extension of time, his application for which shall, however, be Bub�ect to the approval of the City Council ; arid no such extension of time shall release the Contractor or the surety Qn his perfor nce bond from all his ebligatiorts hereunder which shall remain in full force until the discharge of the r-ontract . C7-7 . 14 TIME OF COMPLETION: The time of completion is an essential f�lement of the contract . Each bidder shall indicate in the appropriate places on the last page of the Proposal the number of working days or calendar days that he will requiTe to fully complete this contract or the time of completion will be specified by the City in the Pr.Qpnsai section of the contract i documents . The number of days indicated shall he a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by tete succes.9ful bidder or the City will become the time of completion specified irk the Contract Documents . For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or the increased time granted by the Owrier, or as autematicaliY increased by additional work or materials ordered alter the contract is signed, the sum per day given in the following C7.7 (5) schedule, unless otherwise specified in other parts of the Contract Dccument5, will be deducted fxom monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT LIQUIDATED DAMAGES Less then $5, 000 $35. 00 $5, 001 to 15, 04{1 45_ D0 .5, 001 to 25, 000 63 . 00 25, 001 to .50, 000 105. U0 50, 001 to 100, 000 154 . 00 1.00, p{}1 to 500, 000 210 . 00 500, 001 to l., Q00, 000 315. 00. 1, 000, 001 to 2, 000, 000 420 . 00: 2, 0'00, 001 and over 630 . 00. The parties hereto ur;detstand and agree that any harm to the City caused by tete Contractor' s delay in completing the work hereunder in the time -specified by the Contract Documents would be impossible or very difficult to accurately estimate, -and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable fvretast t)f just compensation due the City for ha:.T-m caused by any delay. .C7-7 . 11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts Of the wark ordered by any Court, and will not be entitled to additional compensatlon by virtue of such Court Order.. Neither will he be liable to the City in the event tete work is suspended by a Court Order. Neither will the Owner be l,iabl,e to the Contractor by virtue of any Court Order- or action for whip the Owner is not solely respon-s ible. C7R7. 12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable coitdit,ions WL11ch in the Qpiniosi of the Owner or Engineer cause further prosecution of the work to be urtsatisfacto±y or detrimental to the interest of the project . During temporary suspension of worm cornered b L-his contract, for any reason, the -Owner will make no extra payment for stand-icy time of constns'ctlan equipment and/or construction crews_ If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in Such manner i that they will not obstruct or impede the public ur�nece%ssaril nor become damag(_-d in any way, and he shall take -evoxy precaution to prevent damage or deterioration of the work pertoz-r�ed; he small provide suitable drairzagp about the work, and erect temporary struc-tures where necessary. Should t.ho C.Dntra t-r).e not be able to cpmplete a. portion of the project clue to causes beyond the control of and without the fault or n4E�gligerice of, the Contractor as set forth in Paragraph C7-7 . B EXTENSION OF THE TIME -OF COMPLETION, and should it be determined by mutual consent of th4�r Contractor and the Engineer that a solution to allow construati,on to proceed is not available within a. Teasonable period of time, then the CoTitrantor may be reimbursed for the cost of moving his equipment riff the job and returning the nei�,,essar'y equipment to the job when it 1r, determi.ned by. the Engineer that construction may be resumed. Such reimbursement shall be lased on actual cast to the Contractor of moving the equipmernt and no profit will be allowed. No reimbursement shall be allowed if the equipment i,9 moved to another construction prorject for the City of Fort Worth. The Contractor shall T10t suspend work withotit written notice from ase Engineer and shall proceed with the work operations. promptly when -notified by the Erigirleer to ac resume operations. C7-7 . 13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY Whenever, hecause of Na.tio5al Emergency so declared by the President of the United States, or rather lawful authority, it beoornes impossible fot the Contractor to Obtain all of the necessary labor, materials, and equipment for the prosecution of the work Witt, reasopable. continuity for a period of two months, the Contractor shall, within seven days, notify khe City in writing giving a detailed statement of the. efforts which have }soca made and listing all necessary items of labor, materials, and equipment not 46tainable. If, after investigatioft', the L wnc�r finds. that such conditions exist and that the. inability of the Cantractar to proceed is not attz-ibutable in -whoica or in. part to the fault ar neglect of the Contractor, then if the Owner cannot after reasonable effort assist the ontrac.tcrr ill procuring and making available the necessary labor, materials and equipment with n thirty days, the Contractor may request the C7-7(`r) .Owner to teriglnate the contract and tete Ownemay ay comply with the request, and the termination shall be conditioned and based upo-n a final settlement mutually acceptable -to both the Omer -and the Contractor` arid final payment shall be made in acc-ordanc -with the terms of the agreed settlement, which shall include but not be limited to, the payment for all work executed but no antIcipated pxofif-s on work which haa not be.en performed. 7-7 . 19 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRAM The work operations on all or any portion or section of the work under Contract small be suspended immediately orl written order of tete Engineer or the Contract may be declared cancelled by the City COurlcil for any good and sufficieait cause. The following, by way Qf example, but not of limitation, may be co-n-5idered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time i5pecf fieri in the. Work Order issued by the Owner. b. Substantial evidence that progress r)f the work operation by Contractor is insufficient to complete the work within the specIffad time . C . Failure of the Contractor to provide and maintain sufficient labor- and equipment to properly execute the working operations. d. Substantial evidence. that the Contras_.or ha:3 abaadoned the work. e . Substantial evidence that the Contractar has became insolvent or bankrupt, or otherwise- financially unable to carry on the work satisfactorily. f. Failuz-ek on the part of the Contractor to bbserVe any requir.em8nts of the Contract Documents or to comply with any orders gi-ven by the Engineer or Owned: provided for in these Cont±act Documents . 9 . Failure of the {:ont-Tactor to promptly make good any defeat in materials or workmanship, or any refects of any nature the correctiorx sof which has be8n directed in writing by the Engineer or the Owner. C7-1(8) h- Substantial -evidence of collusion for the purpose -of i1l45!gally proetxri.ng a contrac�t or perpetrating fraud on the City in the. canstr.uction of work € ndiar Contract . i . A substantial indication that the Contractor has made an unauthoriatd assignment of the contract ar any fuvds due therefrom for the benefit of any creditor or foo any ether purpose . j . I'f the Contractor shall, for any cause whatsoever, fail to car,-y on the working operation 1n an acceptable manner. k. If the Contractor commences legal action against the Owner. i A copy of the suspension under or action of the City Council shall be served on the ContractGrl' s Sureties . When work is sasE;Pendad for any cause or caus8s, or when the contract is cancelled, the Contractor small rdiscoiltinue the work or. such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, asaume the contract or that portion thereof which Lhe Owner has ordered the Contractor to discontinue, and may perform the same or may, with the writt.en consorit of tha Owner, sublet the work or that portion of the. work a8 taken over, provided however., that the Sureties shall exercise their option, 1f at .all, within twc� weeks after the writteil notice to discontinua the work has been served upon cotisent of the Owner, sublet the work or that portion of the work as taken over, provi.ded however, that the Sureties shall exercise their option, if at all, within two weeks atter the written notice to discontinue the work has beers served upon the .Contractor and upon the Sureties or their authorized ag�rits . The Sureties, in such agent shall assume the Cor►tractor' s place in all respects, and shall be paid by the Owner for al.l work performed by them in accordance with the taz=s of thia Contract Documents . All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the. terms of the C gntract Docuim-nts. In case the SuEeties do not, within the specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner hay ordered the C7-7(9) Contractor to discontinue, then the Owner shall haves the power to complete, by cantzact ar otherwise, as it may determine, the work herein described or such part th-eTenf as it may deem necessary, and the C-Dntractor hereto agrees that the owner shall have the right to take possession of and use- any materials, plants, toois, equipment, supplie8, and prope.±ty of any kind provided by the Contractor for the purpose of carrying on the work and to procure .other tools, equipment, materiai�, lager and property for the comp.let.ion of- the wort, and to charge to the account of the Contractor of said contract expEnse for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the 'Own4�r from such monies as may be slue or may become due -at any time thereafter to tb�! Contractor under arld by virtue of- the Cantract or any part thereof . The Owner- shal.l not be requited to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amatint which would have been payable under the coritra.ct it the same had been completed by the Contrac_tor, then the Conti7actor arid his Sureties shall pay the arnount of such excess to the City on notice from the Owner- of the excess due. When any particular part of the worse is being carried on by the Owner by contrac7t or otherwise under the provisions. of this section, the Contractor shall continue the remainder of the work In conformity with the terms of the Contract Dorumenui and in a manner that does not hinder or. interfere with performance of the work by the Owner. C7-1 . 15 FULFILLMENT OF CONTRACT; Thi Contract wi 11. be considered a:� havinig bean fulfilled, savie as provided' in any band or bu5ds or by law, when all the work and all sections or parts of the project covered by the Contract documents have been finished and completed, the final inspection made by the Engineei, and thc- final acceptance and final .payment Ma-de by the Owner. C7-7 . 16 TERMINATION FOR CONVENIENCE OF THE OWNER* A. NOTICE OF TERMINATION : The performance of the work Cruder this contract may be terminated by the Owner in whole, or from time to time in part., in accordance with thin section, whenever flee Owner shall determine that -Such terml-nation is in the best interest of the Owner. ,Any sxich terov_ination shall be affected by C7-7(10) mailing a notice of terrtEirLation 'to the Contractor specifying the extent to which performance of wo�ck under the contract is tern-d-na-ted, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed canelusive y presumed and e,9tablished when the iettez- is pla6ed in the Unitead States Mail by the. Darner. Further, it shall be deemed conclusively prequmed and established that. such termination is made with just cause as therein stated, alld no proof in any claim, demand or Suit shall be required of the Qwner- regard-Ing such discretionary pct iori. B. CONTRACTOR ACTION: After receipt- of a notice of termination, and except as otherwise directed by the Engineer, the C±ontza-c-tor shall: 1 . Stop work under the contract on the date and. to the extent spe-cified in the notice of termination; 2 . Place no fu-rther Qrders car subcontracts for materials, services or facilities -except as may be necessary for completion of such portion of the works under the contract as is not terminated; 3 . Termirnate all orders and subcontracts to the exte-Dt that they relate to the performance of work terrni-nated by the rnot5ice of termination ; 4 . Transfer title to the Owne-r and deliver in the manner, at the times, and to Lhe extent, if any, directed by the Engineer: a. the fabricated or unfabricated parts, work in proceoa, completed work, supplies and other material produced as a past of, or acquired in conrkection with the perforTnanci� of, the we>iA terminated by the notice of termination; qnd b. the completed, or partially completed pians, drawings, .information and other property which, if the contract had been completed, world have been required to be furnished to the Qvner, 5 . Complete performance of such part of the work as shall not have been terminated by 1-he notice of temination; and CI-I(11) 6. Take auch action as may be necessary, or as the Engineef m.ay diroi-_t, for Lhe protection and presezvation of the property related to its contract which iq iri the posses-siQn of the contractor and iri WKich the Owner has or may acquire the rest . C. TERMINATION. CLAIM : Withi-n 60 days after notice of tern-�inatiop, the Contrar-tor shall submit his tbrmination claim tri the Engineer in the farm and with the certification prescribed by the Engineer. . Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such -claims shall be conclusively deemed waived. 17. AMDUNTS: Subject to the pra.visions of Item 7-7 . 16 (C) , the Contractor aad Owner may agree upon the whole or any part of the amount or amounts to be paid .to the contractor by reason of the total or partial torminatian of work pursuant hereto; provided, that such agreed amo-unt or amounts ahall n%-_ver exceed the total contract price as reduced by theamount of payments otherwise :trade and as further reduced by the contract price of work not terminated. The contr'act shall be amended accordingly, and -the Contractor shall be paid the agrees! amount . No amcrun t shall be due .for lost or anticipated profits_ nothing in C7-7 . 16 ( F.) hereafter, prescribing the amount to be paid to the ontrac%or. I.n the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit , restrict or otherwise determine or affect the amount or amounts. which -may be agreed upon to be paid to the Contractor pursuant to this paragraph . E. FAILURE TO NGREE: Ire the event of the failure of the Contractor and the Owner to agree as provided in C7- 7 . 16 (D) upon the -whole amount to be paid to the C<oritradtor by reason of the termination of work pursuant to this section the Owner shall determine, on the Iasis of information available to it, the amount, if any, due to the Contractor by reason of the tc-rmination and shall pay to the Contractor the amounts determined. No. amount shall he due for last or aatica,pated profits. C7.7(1 z) F". DEDUCTIONS : in arriving at the amount due the ontraotor under this section, there shall be deducted (a) all unliquidated advance or other paymmnts on account theretofore madin to the Contrar-tor, applIcable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractdr in connection with this contract;- and (c}- the .greed price fort or the proceeds of sale .of, any materials, su.p'lies or other things kept b the Contractor or sold, pursuant to the provisions of this clause, and naf ot=herwise recovered by or credited to the Own[_-r. G. ADJUSTMENT : If the termination hereunder he partial, prior to the settlement. of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for ars equitable adjustment of the price or prices specified in the -contract relating to the continued portion of the r,ontracL ( the pnrtion not terirkinated by the notice of termination , such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, ghall limit the right of the Owner and the c6ntractor to agree upon the ,amount or amounts to be paid to the Contz-a.ctc.r for the completion of the continued portion of the contract when said contract does not contain ars ostablished contract price for such continued portion . H. NO LIMITATION OF RIGHTS . clothing centained in this section Shall limit car alter the rights which the Owner ittay have for termination of this contract under 1-7 . 14 hereof -entitled " usperizla-n or Abandonment of the -Work and ndment of Contract" or any otfter right which O.w6e.r may haves for default or breach of contrast by Contractor. C7-1 . 17 SAFETY METAbD -AND PF 1;T1 E : The Contractor Ghali be responsible for initiating, maintaining, and supervising all safety precautions and programs in cdnnection with the work at all times and sha.J.1 assume all ,responsibilities. for their et-if orci�ment. I 1 Tine Contractor shall. comply with federal, state, and local lags, ordinances, acid -regulations to protect person and property from injury, including death, or damage in connection with the want. Ci-7(13) PART C--GENERAL CONDITIONS C B-B MEASUREMENT SUREMEN'T AND PAY bONT SECTION C8--8 MKASLTREMNT AND PAYMENT SECTION CB-8 . 1 M -ASUREMENT OFQUANTITIES' The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acce-ptably completed under the germs of the ContracE Documents shall be made by the Engin�_-er, based an measurq�mr-_-nts mace by the Engineer. These mE!asurements will be made according to the United States Standard Measurements. used irr c:o"non practice, and will be the actual length, area, Salic# contents, numbers, and weights of the materials and items instaile.d. C:8-8 . 2 UNIT PRICES: When in the Proposal a "Unit Price" is set fortkx, the said "Unit PIrice" shall include the furn_1shirkg by the ontTactor of all labor, toolq, Akat.erials, machinery, equipment, appliances and appurtenances necessary .for the construction of and the completion in a manner acceptable to the Engineer of all work to be darie undet these Contract Docurents . The "Unit Price" shall includes all parmarient and temporary protection of overhead, surface, and underground structures, cleanup, finished overhead expense, bond, insurance, patent fae-s, royalties, risk due to the elements and other causes, delays, profits, injuries, dannages claims, taxes, and all other items not speci_fioalfy mer�tinr ed that may be required to fully construct each item of the work cornple-te in place and in a satisfactory condition for opera.ti< rn. 8-8 . 3 LUMP SUM. When irk the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tcaols, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the cons-truction and completioTI of all the work to provide a eornplete and functional item as detailed in the Special Contract Rbcn=Ln Sts and/or Plans . Ca-8 . 4 SCOPE OF PAYMENT: The Contractor shall receive and aQcept the compensation, a3 herein provided, in full payment fpr furnishing all labor, tools, materials, and inoidentais for performing all wart contemplated and embraced under these contract Vocuments, for all loss and damage arising out of the nature of the work or from the action of the elorlaents, for any unforeseen defects or- obstructioTt5 which may arise or be encountered during the g;�osecution of the work at any time before ita final acceptance by the Owner, (except as provided in paragraph C5-5 . 14 ) for a.11 risks of whatever d'e criptian connected with the prosecution of the work, for all expense incurred by or in mnsegtience cf suspen3ion or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, c.Qp rights,. or cither legal reservations, and for completing the work in an acceptable Manner according to the terms of the Contrait t Documents . The payment of any current or partial estimate prier to final acceptanc8 of the work- by the Owner shall iT-i no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor irn any war prejudice cr affect the obligations of the Contractor to repair, correct, renew, or replace at his own and_ proper expense any defects or imperfectlon5 is Lhe constructiDn or in the strength or quality of the material used 6r equipment or mac;hinf�ry furnished in or about the construction of the work under contract and its appurtenances, or any damage due oT attributed to such refects, which defects, imperfection, or damage shall have been discoveL-ed on or before the final inspection and acceptance of work or -dUring the one year guaranty period after final acceptance. The Owner shall be the pole JiAge of such defect8, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the va-me as provided herein- CS-S . 5 PARTIAL EMMATES AIgD RETAINAGE: Between the 1'c and Stn day of each month the Contractor shall submit to the Engirieex a statement showing an estimate of the value of the work done during the previous month, or estimate period, under the Contract Documents . Not .later than the 10th day of the month, the E.ngineer shall verify such estimate, and if it is found to he acceptable and thc-� value of work performed since the la8t partial payment was tmade� exceeds one hundred del_lara- ($1{}0 . 00) iri amount, 905�, of such estimated s= wi.il be paid to the Contractor if the total contract amount is less than $400, 000, or 5% of such estimated sum will be paid to the Contractor if the total contract amount is $40'0, 000 or greater, within twenty- five ( 5) days after the regular estimate period. The City will I have Lhe option of preparing estimates on forms furnished by the City, The partial estimate may include acceptable nonperishable materials delivered to the work which -are to -e incorporated into the wgrk as a permanent part thereof, but which at the- time CH-8 (Z) of the estimate have not been installed. Such payment will be allowed on a basis of B:51 of the net invoi'pe value thereof. The Contractor shall. furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that Lbe partia-1 estimate from month tc Month will be approxi-mate only, and all partial. monthly e8timatea and paytnett will be subjec-t to correction in the estimate rendered following the discovery of an error in any previous estimate, and such e.5timate shall riot , in any respect, be taken as an %admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor-: of an_y of his responsibilities Lander the Contract Documents. The City reserves the- night k o withhold the payment of any monthly esti-mate if the contractor fails to perform the work strictly In accordance with the specifications or provisions of this contract. CB-8 . 6 WITHHOLDING PAYMENT -. Payment on any esti mate or estimates may be held in abeyance if the performance of the construction operations is not Ln accordance with the recuiremeats of the Contract Documents. C$-8 . 7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documjents have been completed and all requirements of the. Contract DoeumentE5 have been fulfilled on the part cif the Contractor, the Contractor shall notify the Engineer in writing that the improvements are rea-dy for the final. inspection _ The Engineer shall notify the appropriate officials of the Owner, who will within a reasonable time mak such final inspection, and if Lhe wnrk is satisfactory, in .an acceptable condition-L, and has been completed in accordance with the terms sof the Contract Docur[tents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acQeptance of the project and final pa orient therefor as outlined in CB-8 . 8 below- CO-8 . 8 elow_COR6 . © FINAL PAYMENT: Whenever all the improvements pravided for by tete Contract DOCUments and all approved modifir-ations thereof shall have been completed and all recpri.rements of the Contract Documents have been fulfilled on the part of the Contractor, a final estivate showing the value oaf the work will be prepared by the Engineer as zoaD as the necessary measurements, cornputations, and checks can be made . A11 prior estimates upon which payment has. freer} made are subject to necessary corrections or revisions in the final payment . The amount of the final estimate, less previous payments and arty sump that hlavo been deducted or retained urider the provi8icns of the Contract Documents., will be paid to the Contractor within 60 clays after final acceptance by the C wrier on a. proper rinsPlution Df the City Council., pTc�vided the Contractor ha-s furnished to the Owner satisfactory ev_1dence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall. execrate an affidavit, as furnished by the City, oertifying that all persons, firms, associaticnii, corpoxaticns, or other organizations furnishing, labor aced/or materials hays bee-rr paid in full, that the wage scale established by th-e City Ccuncil In the City of Font Worth has. been paid., and that ther=e are n6 claims pending for personal injurer and/or property damages . The acceptance by the Contra t.or of thp- last or final. PaYmeint as aforesaid shall operate: as arra shall release the owner from all claims or Liabilities under- the Coritract for anything done -or furnished or relating to the work under Caritract Doc:urnents or any act or neglect, of said Citi+ r=elating to or connected with the Contract . The making of the final, payment by.. the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-5 . 9 ADEQUACY OF DEF}1 N-. It is -understood that the Owner believes it has employed competent Etlgineers and designers to prepares the Contract Documents and all modifications of the approved Contract Pocuments� It Is, therefore, agreed that the Owner shall be responsibl.c for the adequacy of its own design features, sufficiency of the Contract Dacumenta, the safety of the structure, and the practicability of the operations of the completed project, provided Che Contractor has complied with the requirements of the said Contract D6cuments, all approved modifications thereof, arid additions and alterations thereto i approved in writing by the Owner. The bu.�-den of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements ref the Contract Documents, approved modifioaticri�3 thereof, and all approved additions and alterations thereto. C8-8 (4) CB-8 . 1.0 GENERAL GUARANTY ' Neither the -final ueT-tificate of payment nor any picovision in the Contract .Do:cuments nor partial o intttire occupancy or use of the presses by the Owner shall constitute an acceptance of work not done in accordance with the Contract DO-_uitents or relieve the Contractor of iiabiiity in respect to any express warranties or responsibility for faulty materials or workmanship. The Contra.ctpr shall remedy any defects or damages ire the work and pay for arty damage to other work resulting therefrom which shall appear within a period of one year front the dame of final acceptance of the work unless a lcTiger period Ls specified and shall furnish a good and sufficient maintesnance bond in the amount of 100. percent of the amount of the contract which shall assure the performance of tkie general guaranty cl-s above outlined. The Owner will clivi: notice of observed defects with reasonable promptness . C8-b . 11 gUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the Gerteral Contract Documents or these peciai Contitact Documents, in which no specific meat fol- bid has been provided for in the Proposal , shall be cons-1_dered as- a subsidiary ittm of work, the cost of which shall be included in Lhe price bid in the Proposal, for each laid item. Surface restoration, rock excavation and cleanup are .general items of work which fall in the category of subsidiary work. CB-8 . 12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in tete Proposal to establish -unit prices for miscellaneous placement of material. 'These materials shall be used only when directed by the Eng.krieer, .depending on field conditions. Payment for mi.s ellaueou-s placement of material will be made for only that atmournt .of material used, measured to the nearest oTte-tenth unit. Payment for miscellaneous placemerft of material shall be in acco-rdance with the General Cc�rttract Documents regardless of the actifal amount used for tete project . C8-8 . 13 }RECORD DOCUMENTS; Contractor shall keep on record. a copy of all specifications, plans, addenda, modificatiorIs', shop drawings and samples at the site, in good order and an notated to show all changes Stade during the eonstructidn process . 'Those shall, be delivered to Engineer upon completion of the work. ECTION Cl: SUPPILE WARY CONDITIONS TO PART -UENERAL AL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are trot so tttnended or SUppienientedremain in full Force and affect;, B. C:8-8.5 PAIL IAL E- Ill4iATES AND RETAINAGE- Page C8-8 ), should be deleted in its entirety a€td replaced with the, following: Partial pay estimates shall he subar itted by tete Cuntra:ter or prepared by the City on the 51h day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the I Oth 'day and 25th clay respectively. Estimates will be paid within 25 days following the end of die estimate period, less the appropriate retainage as set out below, Partial pay estimates may include acceptable noriperishable materials delivered to the work place which are to be incorporated into the work as a permaneiit part thereof, but which at the Brite of the payf eslimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The C'ontractor will furnish the Engineer such information as may be reasonably requested to aid ist the verification or the preparation of the pay estimate. For contracts Qf less than $400,000 at the bine of execution, retainage shall be ten per cent (10%). For contracts of$400,000 or trtnre at the time of exmulion, retainage shall he five pereenf (5%). Contractor shall pay subcontractars in accord with the subcontract agreement within hive (5) business days after receipt by Contractor of the paymew by City. C;ontracloes failure to male the required payments to subcontractors will aulhcFrize- the City to withhold future payments from the Conliactor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approxiniste only, mid all pallial pay estimates and payment of wine will be subject to .correction in the estimate rendered following the discovery of the mistake in any previous estimde. Partial payment by Owner for the amount of work done or of its quality or sufficiemy or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Document's. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perforni the work its strict 'nccordance-with the spe.cfcations or other provisions of this contract. C. Part C - General Conditions. Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-3 of Part D - Special Conditions. D. 0-3.11 INSURANCE. huge C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR rNSURANCE AMD BONDING" Revised Pg. 1 10/24/02 E. C6-&12 CONTRACTOWS RJESPON&BLITY FOR DAMAGE CLAIMS; Page C6-6 (8), is deleted in its entirety-and replaced with the following: Contractor cavenants and agrees to indemnify City's engineer and architect, and their personnel at the project si.tc for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harrnlcstis and cl6rnd, at its awry expense, the Owner, its officers, servants-and employees, from and against any and all claims.or suit's for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out o f, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not arra such inhirv, damage or deafly & roomd, In whole or in part, by she nemlizeare or alleged rrag ence of owner. its officer's, seFya rte, or emplo gees. Contractor likewise covenants and agrees to indemnify and hold harniless the Owner from and against any and ail i.ojurhes to Owner's officers, servants and employees and arty damage, loss or destruction to propeerty of the Owner arising t«m the performance of any of the terms and conditions of this Contract, whether or not any, such iniury or damage is erased in whole or in purr h4, the rtegf�ee or alleged negglizenre of Owner, i u9lem sculls or emnloyees, -- ter the event Owner recejves a written claim for damages against the Contmietor or its subcontractors prior to finA payment, final payment shA not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been satled and/or a terse from the clai.a=t. involved, or (b) provides Owner with a letter fmm Contractor's Habil ity inwra ace carrier that the claim has been referred to the insurance carrier. `f`he Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work #porn a Ca=actur against whom a claim ror damag6s is outstanding as a result of work performed under a City Conlr=t. F. INCREASED OR DE?Cl— ED QUATII IES: Part C -General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C443 INCREASED OR DECREASED QUANTITIES to read ars follows: The Owner reserves the right to alter the quantifies of the work to be. perfomted or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as alae eci, increased or decreased at the, unit prices as established in the contract docummt& No allowance w i it be made for any changes to last or anticipated profits nor shall such changes he cnnsidrred as waiving or invalidating any candidons or provisions of the Contract Documents. Varia#ions 1n quantities of sanitary sewer pipes indepih categories shoII to inlerprcled herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. Revised Pg. 2 10/24/02 G, Q3-3,11 INSURA iCE. Page C3-3 (7): Add subparagraph"h. A>rlDMO 1AL INS U RNCE RE UI1L,ME,NT " a. The City, its Lifficers, employees and twrvants shall be endorsed as an additional insured on Contractor's insurance policies accepting employer's liability insrtrance cove rmge under Contra-Moes workers' compensatian insurance policy. b. Certificates of insurance shall be delivered to the City «f Fart Worth, contract administrator in th,e respective deparLmt nt as. specifiud in the bid dacrunents, I OGD Thrnckmarton Strect, Fort Worth, TX 76102, prior to commencement of work on the, contracted project. c. Any failure ori par! of the City to request required insurance- documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each imur€rnce policy shall be endorsed to pi-ovide Oic City a minimum thirty days notice of cancellation, non-renewal, aGndlor material change in pc)licy terms or coverage. A ten-dz" notice shaII be acceptable in the event of. Cron-paymont of~prem iurn. e. Insurers must be authorized to do husiness in the State of Texas and have a current AM. Best rating of A, VII or equivalent measure of financial strength and solvency. f. Deductible limits, or serf-funded 'retention litnits, on each policy must not exceed 10,000.00 per occurrence unless otherwise approved by the City. g. Cather than worker's cornpcnsalion insumnce, in lieu of traditional insurance. City may- 'r ay. 'consider alternative coycrage or risk treatment treasures through insurance pools or risk retentian groups. The City must approve in writing airy alternative.enverage, h. Workers' cmnpensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of submgation providing righm of recovery in favor of the City. i. City shall not be responsible for the direct payment of irk U=ce pre-mium costa, for contractues insurance. 1. Contractor's insurance policies shall each be endorsed to provide that such irksurancc-is primary protecli«n and any self-funded or corrunercial coverage tnairrtained by City shall not be called upon to contribute to loss recovery. k. In the course of the projcot, Contractor shat I report, in a timely manner, to City's official Iy designated contract a€iniaistrator any known loss occurrence which could give rise to a Iiahility claim or lawsuit or which could result in a properly. loss. Revised 1'g, 3 l W714/02 1. Contractor's Iiability shall not be limited to the specified a moants of imsiitaace required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. [i. (;8-8,4 SCOPE Or PAYN FT` Delete C84.4, Scope of Payment at page C-8-80) is Weed in its entirety and replaced with the fol lowing: The Contractor stall receive and accept they compensation as herein pry vid4 in full ymenL for ftn iWiing all Ichor, tools, materials, acrd incident€tls for performing all work contemplated and embrace-i under these Contract Dmurnents, for all loss and damage arising out of the nature of the work or from the action of the element, for any unfnriseen def�-ets or obstructions which may arise or he encountered during the prosecution which may arise or be encountemd during the prosecution of the work at any time before its final acceptance by the OFwncr, (except as provided in parag aph C5,5.I4) for all risks of whatever description cronneewd. with the prosecution of the work, for all expenses incurred by or in comeyucnce of the suspension or discontinuance of =tic h prosecution of the working operations as herein specified, or any and all inf ingements of paterits, tradertrairks, copyrights, or other leo reservations, and for completing the work in an acceptable manner according to the ternis of the Contract Dacuments. The payment of any current or pw- ial estimate prior to the, final a epiance of the work by the Owner shaII in no way constitute an acknowledgment (if the acceptance of the work, materials, or egtfipment, nor in any war prejudice or affect the obligations of the Contractor to repair, correct, rcmew, or replace at his own and proper expe=nse any defects or imperfections In the canstruotion or in the mrt-ngth or yualsty of the material sired or Nuiprnent or machinery furnished in or about the corjstntetion of the work under e:urttract and its appurlenantces, or any damage due or -attributed to such de=fects, which defects, imperfections, or€laniage shad have been discovered on Dr before the t-inal inspection and acceptance of the work or during the two (2.) year guaranty lreriod after the final. ai ceptance. The Owner shall be elle snle judge of such defects, imperfections, or damage, and the, Contractor-shall be liable to the Owner for fadme to correct the same as provided herein. 1. C8-8i 10 GENERAL OItA,R jkNY. Delew C&8.1 Q, General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the fallowing: 1+1*her the final ccartificate of paynicat nor any.provision In the Contract Dac.uments,nor partial or entire occupancy or use of the premises by the Owner skull ccinslitute sin acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in mopeet to any express warrantic;�or mesponsibiIity for faulty =Materials or workmanship. The Cant.rat:tur OuilI remedy any defects or damages in the work and pay For any dwiiage to other work or property resulting therefrom which shall appear within a period of two ( )years from the date oFf nal. acceptance of the work unless a longer period is spaeited and slinl1 fkjniisb a good and suffit:ient maintenance Lind its the nmount of JQh percent of the amotint cif the contract Devised lig. 4 10/24/0 which shall assure the performance of the geaeW guaranty rii rAbove cruttsrred. I'he Owner witII give, notice of observed defects with ma:,noable promptness. Any reference to any shorter period of`time of warranty contained elsewhere within the specifications shall be resolved in favor of this speeiric,atiosns, it being the Pity's intent that the C'ontTactor guarantee its work for a period of two (2) years following the date of acce.otance of'the project. In the. Special Lastructions to Bidders, rpw eontracts place the fallowing in Hera of the existing paragraph 2. J. Part C - General Conditions, Section C2-2 INTERPRETAT[ON AND PREPARATION F PROPOSAL, Page C2-2 (4) exehsnge paragraphs C2-2.7. 2-2.8 and C2-21.9 with the following: O2-2.7 Dt,UV RY OF PROPOSAL: No proposal will be considered unlrss it is delivered, accompanied by its proper Bid Security, to the Purchasing [auager or his rep"- entative at the official locat[on and stated time set ft>rth in the."Notice to Bidders. It is the Bidder's sple respomibility to deliver the proposal at the proper linin to the proper place. The mere fact that a.proposal was dispatehed wiII not be considered. The lficfders must have the proposal actuaily delivered.. Each proposal shall be in a sealed envelope plainly masked with the word "PR POSAl," and the name or description of the project. as designated in the "Notice to Bidders," The envelope sbalI. b� addressed to the Puxthasiag Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worlh, Texas 76102. C . .S WITUDRAVaNG PROPOS AIS: Proposal s.actual y filed with the llurchasing Manager cannot be withdrawn prior to the time set Ibr opening proposals. A request for non-consideration cda proposal mtist be male in writing, addressed to the City Mimager, and filed with him prior to the time set for the opening of prapmls. After all proposals not requested far non-considmition are opened and pub Iiul read aloud, the proposals for which non-considmtion requests have been properly Filed may, at the option of the Owner, he returned unopened. 2-2.9 'ram-RAF.HIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communi tion at any time prior to the the set for opening proposak, provi&d such telegraphic communication is received by the Pluebasi.ag Manager prior to the said proposal opening tine, and provided further, that the City ian4?er is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the, signature or the bidder was mailed prior to the proposm] opening diuc. If mich wnfirmation is not received wikhin forty-eight (48) froths after the proposal opening time, no further emisideration will bt� given to the proposal K. 3-3.7 BOND (CITY LET PR JCt�'['S�: [reference Part C, General Conditions, dated November I, 1997; (City let projects)rnakf, the followi g�evmons: Revised ['g. 5 10/24/02 1. Page 3-3(3); the paragraph after paragraph C3-17d Other Bonds.should be Tevis�ed to read: In order for a surety to tie acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations perm Med or required under federal law, or(2) have obtained reinsurance for any Ilability 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 Unttsd 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 ka sole discretion, will determine the adequacy of the proof required herein. 2. Pg.. C3-3(5) Paragraph C3-3.I.1 UR ANCE ddcte subparagraph "s. COMPENSATION IN t_CI{ANCO'. 3, Pg. C3-3(6� Paragraph C3-3.1 l INS U RA CE delete subparagraph "g. LOCAL AGENT FOR INSURANCE E AND BONDINCe L. [ACHY TO AUDIT: Part C - General Conditions, Section C8-8 WAS LJREMENT AND PAY MENT,Page: C Fl-8 (3), add the fallowing: CFS-8,14 R[CrfIT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration a f ftee.(3)years after find payment under this contact, have access to wid the right to examine ine and photocopy any directly pertinent books, docur trots, }gapers and records-of the Contractor involving transactions. relating to this contract. Corntractor agrees that the City steal l Dave access during normal working hours to all accessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with.the provisiam of this section. Ttie City shall give oAmtractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subeDntracts hewunder a provision to kite of mt t}Lat the subcontradoragrees that the City shall, until the expiration of three (:3) yem after final payment under the subcontract., have access to and the right to c arnuie and photocopy any dii=tly pertir=t books, docuffien Is, papers and records of such subcontractor, involving trariactions to the subcontract, and further, that City shall have access during normal working hours to all suhc:antractor I'mAkies, and shall be provided adequate and appropriate work space, in order to.conduct audits in comp Iinjtee with the provisions of this article. City slhalI give subcontractor reasonable advance notice of intruded audits. (c) Contractor.and subcontrautur agree to photocopy such dm:umunts as mAy be requested b the City. The Cit} agrees to minihu"e the Contractor COT, the cost of copies as follows: Revisal Pg. 6 10/24/02 1. 50 copies and tinder - 10 gents per page 2, More than 50zopies - H5 r, n= for the first page p]as Hem cents for each page thereafter N1. SITE PREPARA11ON Thv Contractor shall clear rights-of-way err easements of obstr edon which must he removed to make possible proper prosecution of the work as a part of this ptoject uonstruelion operations. The contractor's altetttion is directed to paragraph C'6-6.1 A work within easements; page 6-6(4), Part C - General Conditions of the Water Department. General Contract Doeurnenl and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred vw+iII he considered to be included in the Linear Poo.t price of the pipe. Reference Part C'. - General Conditions, Section 6-6.8 BARRICADES. NIN S AND W TCIIMEIN: 1. Wherever the word Watchmen appears in this paragraph, it shall be t;banged to the word flagmen. 1 In Lhe first paragraph, lines tive(5) and six-(6),.cha a the phrase take all such other precautionary m sures to take a;I reasmwble necessary nicasure,,;. O. M1NQRFrYJWQMEN BUSINESS ENTERPRISE C,(}MPL1ANC,E: Refeirmce Parc G (General Conditimis), SectiGn C3-3.2 Erwlit)ed "MI N RiTY BUSINESS ENTEi RISEIWO 1E i WNED BUSINESS ENTERPRISE COMPLIANCE" shall be Meted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and sccurate infortnation regarding actual work Wilarrncd by a-Nfinority Business Enterprise (MBE) and/or a Woman Business Enterprise(WBE) on the contract and payment therefore. Contractor further agrees to permit ars audit and/or examination of any books, records or files in its possession that will substuntiaW the actual work perfortned by ars MBE and/or WBE. 1be. misrepresentation-of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will he grounds for termination of tiie.contract andlor initiating action under appropriate federal, state or local laws or ordinances relating to fame state m&iIs; Further, any such misrepresentation (other than negligen t mismp sentation) and/c r romraission of fraud will result in the Contractor being determined to be irresponsible and barred front participating in City work for a period of i time of not less than Chet (3) years. Revised Pg. 7 10/24M P. ]LADE RA:M : Swion C3-3.13 of the General Conditions is deleted and replaced with the following- (a) The contractor shall comply with all requirements of Chapter 2.258-,Texas Yovemment Code, including the payment.of nut I m. than [lie rates deterriiined by the City Council o€the City of Fart Worth to be the prevailing, wage rales in aceordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract doCumeots, (b)The contractor shall, for a period of three (3)years fallowing the date ofacceptanc:e 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 c:ontr :t; and (ii) the actual per diem wages paid to e h worker. These records shall be open at all reat;ona ale hours 1'6r hispection by the City. The provisions of Section C-1, L. Right to Audit (Rev. 9/30102) pertain to this inspection. (c) The contractor shall include in its subcontracts andlur shall otherwise require all of its subcontractors to comply with paragraphs (a) and (h) above. (d) With each partial payment estimate or payroll period, whichever is less, an afftdAvit statirig that the contractor has complied wit} the requirements of Chapter '2258, Texas GaverrmieAn Code. The contractor shall post the prevailing wage rates in a conspicuous.place at the site of the project at all times. Rev i scd l'g. 1012002 PFT D - SPECIAL. CONDITIONS D-1 GENERAL....................__........................................—........—.......................................— 3 5-2 COORDINATION MEETINQ............................................................................................. fa D-3 CONTRACTOR GOMPL IAN C E W ITH WORKER'S COMPENSATION LAW -..............•.. 5 6- 4 C 0RDINATI0N WITH FORT WORTH WATEP, DEPARTMENT .............................__ 7 F-5 GROSSI NO OF EXISTJNG QT1LITIES.............................................................................7 Q- 6 E ISTfNO UTILITIES AND IMPROVEMENTS ....................................................... ..... 8 D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES......................... ............................... 8 D- 8 TRAFFIC CONTROL ....................................................................................................... 9 D, - 9 DEIQU ................................................... . ...... . ,.... .. .. ............................. ..- . -. S. 0- 10 EXAMINATION OF SITE ................:..............................................................:.............9 D- 11 ZONING COMPLIANCE—_.........................____----—-------- ............ 10 6- 12- WATER FOR CONSTRU TION.........................................................................___ 10 f3Y 13 WASTE MATERIAL ...............—................................................................................. 10 D- 14 PROJECT CLEANUP AND FINAL EPTAN E................................_..............--- 10 O- 1— QNSTRUGTIQN SCHEDULE= AND SEQUENCING of WDRK.............................. 10 D- 10 SAFETY RESTRICTIONS • WORK BEAR HIGH VOLTAGE LINES.------•---,----_-_--- 11 Q- 17 BID QUANTITIES ...................................................................................................... 11 D- 18 CUTTING OF CONCRETE......................................................................................... I 1 Q- 19 PROJECT DESIGNATION SIGN.......................... ,..,.,• ....-_...:_,.._...........-, 11 D- 20 CONCRETE SIDEWALK AND DRIVEWAY REP LACE I+AEhIT,........:::................. :..... 12 D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL...................................................... 1 D- 22 CRUSHED LIMESTONE BACKFILL ................ .. _. . . . .. ... .. ... 12' 5723 x;27 CONCRETE...... ...........__...... ........ ............................................ ........— 12' D- 24. Tf EI W_.E O 1fA Q# , f3A 1 FILLS AND COMPACTION ........................................1 D- 25 TRENCH PAVEMENT PERMANEN REPAIR.(E2- 19) FOR UTILITY_CUTS.......... '14 F 6 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS),,,,,,,,,,,,,, 1 D- 27 SANITARY SEWER fu1A►IU �OLE . .... ,,.. .... . ...,rt�....... ' I I]- 8 SANITARY SEWED SERVICES.......................6.1—............................... 18 0- 23 REMOVAL, SALVAGE, AND ABANDONMENT OF E I STI NQ FAC IL.ITIE .............. 20 D- 30 DETECTABLE WARNING TAPES................................................_........................... 2 D- 31 RIPE CLEATING..................................................................................................6.116. 22 ff-__3_2 DISPOSAL OF SPOILIFILL MATERIAL— 22 D- 33 MECHANICS NQ.M6TERI LME—N S LIEN66 66 ........... . . .. . .� ,66 6,.6 .. .23 . . ,6666 .... . . .. .. . .. ...,.. F-__3_4 EJ_QS TITlJT10NS ............................—...........—....—........I................., ..........23 6-- -3-5 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER........... 23 Q- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES----------------------------------------26 673-7 BYPASS I'UMPJNQ ..........................................................................6................6....... 27 f3- 38 POST-GQNSTRU CTION TELEVI S14N INSPECTION OF SANITA RY SEWER........ 27 0- 39 SAM P LES AND QUALITY CCNTROL TESTI IVO----------------------------------------------------—29 57-4-0 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL FOR 1STURBED AREAS LESS THAN 1 A REI.............................................................. 30 D- 41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES -..................... 31 D- 42 P TECTION OF TREES, PLANTS AND SUL ....................................................... 31 0- 43 SITE RESTORATION ................................,................................ ................................ 32 D- 44 Q I TY OF FORT WORTH STANDARD PRODUCT LIST............................................ 32 D- 45 TOPSOIL, SODDING. SEEDING & H DROMULCHING........................................... 3 F-4— QNFINEE) SPACE ENTRY P R QG RAM .6.......6........... .............. 37 D- 47 SUBSTANTIAL COMPLETION INSPECT 10WINAL INSPECTION...........—............ 37 D-48 EMWATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS).................... 38 D-49 CONCRETE ENCASEMENT OF SEWER PIPE ------------------------------------------------------- 38 5---60 CLAY DAM. ........................................6............. .. .. . .,... , ..6........ , ........... . 38 ,� �.,.� . 6666 6666. ,.. . . , . . .. 6- —9 E PLORATORY EXCAVATION (D-HQLE)-•................................................................ 38 r7a -1 PART D - SPECIAL C ONDITI I D- 52 1 NSTALLATION OF WATER FACILITIES.–. -........................................................... 39 52-1 Polyvinyl Chi aride (P C) Water Pip ......................................................................... 39 52.2 Blocking ..........................----..........................----................:....................... 39 �2-3 Type of Dasinq Pipe................................................................................................... 39 52.E Tle-ins.................................. . . . ........ . ......–,–.........–......--... . ........ . ........ ... ..40 52.5 Connection of Existing A+lafna.......... ........... . . . .... . ... . •---- ..... ... ._ ,,............. 40 52.6 ValveCut-ins ------...................................................................................... X40 .................. 52.7 Water Services .......................................................................................................... 41 52.B 2-Inch Temporary Service Line ........................................................................ ...... 42 -9 Purging and Sterilization of Water Lines .............. ... .. .. .... .. .. . , ,.. 43 52.10 Work Near r ssur Plane Bounda6es -....... .---- . .. ....................._ _._. ...44 52.11 Water Sample Station.... . .. ............................................................. .... . ... ........... .44 52-12 Duotila Iron and Q ray, Iron Fithnes..............................................................................44 D- 53 SPRINKLING FOR DUST CONTROL------------------------...........................„----.._-„-.-..,,.a 13- 54 5EVVATERINC .................._._..............—........._........................................................-45 D- 55 TRE NC 1-1 EXCAVATICN ON DEEP TRENC HES.................:.....................:...............45 D- 5C TREE PRUNING........................... .... ..... ..._... -- ,..............---....... ...............45 D- 57 TREE RE11OVAL...-..–........... .............. ................:......................... .......................m D- 58 TEST I-1OLE .---....-................„-,,................... ................46- D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTI=RRUPTION DURING CONSTRUCTION ....................................................—................. ........., ..... ..., 47 D- So TRAFFIC BUTTON ..... .......... . ............. . .............--......... , .......--........ .. ., .,. 48 D- 61 SANITARY SEWER SERVICE cLEANOUTS.............................................. ...........48- D- 62 TEMPORARY PAVEMENT REPAIR.......................................................................... 48 E&3 cONSTRUCTION STAKES.......................................................................................45 -D- 64 EA EMENTS_AND_PERK+IITS.................................................................................... 49 D-55 PRE-CO N STR U OT10N N F 10 HBORHOOD MEETING .. ........:.................49 D-66 WAGE RATES------------------------------------------------ ------ .........-----4-9 D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ................................... 50 -68 STO RM WATER POLLUTION PREVENTION-(FOR-DIST_UR13r--D AREAS GREATER THANi ACFZE)......................–......,.......................................................................... 50 D-69 COORDINATION WITH THECITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS--------- --•- ------•-•-------•--- --------------------- ............. 52 D-70 ADD]TIONAL SUBMITTALS FOR CONTRACT AWARD............................................... 53 D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION ................................................... 53 D-72 — POLLUTION WATCH DAYS............................. ........,.,......_..................— 53 D-73 FEE FOR STREET USE PERM FTS AND RE-INSPE TI .......................5.4 *127/0-f PART D - SPECIAL CONDITIONS This Part D - pec;W Dofiditions is complimentary to Part C - Gerieral Conditions and Part 01 -- Supplementary Conditions to Part D of the Contract. Anything contained in this Part D (hat is additive to any provision In Part C -- General Conditiorks and part C1 - Supplementary Conditions to Part C of the Contract are to be read together. Any confilct between Part C - Generat Conditions and Part C1 - Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR, YEAR .2--2004.CAPITAL IMPROVEMENTS PROGRAM M - CROUP 1 -AZALEA AVE. (FOCH ST.TO t4tEffitLMAC ST.) FOCH ST. (WEII ENBERGER ST. TO CARROLL ST.) ME,It1tIl1+lAC ST. (TENIPLI;JTON DR. TO CARR RLL ST.) FOIST WORTH, TEXAS DOE PROJECT NO. 4699 WATER DEPARTMENT PROJECTS NO, P253-541200-609170015183 P258-541200-709170015183 WATER DEPARTMENT PROJECTS NO. C200-541200-209400015193 D-1 GENERAL The order or precedence in case of contiicts or dlscrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily. follow the guidelines listed below; 1, Plans _ Contract Documents 1 Special Condiflons The follovoing Special Conditions shall be applicable to this project under the provisions stated above. The Contraotor shall be responsible for defects In this project due to faulty materials and workmanship, or both, for a period of two ( ) years from date of finai acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this protect which becomes defective due to these causes. Subject to modifications as herein contained, the f=ort Worth Water Department's General Contract Documents and General Speciftcaflons. with latest revisions, are made a part of the General Contract Documents for this projact. The Plans, these Special Contract Documents and the ales, regulations, requirements, instructions, drawings or detaiIs referred to by manufacturers name, or identlficatlon include therein as specifying. referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specitrcations and drawings shall be considered cooperatiVa, therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner aE. though required by all, Any Contractor performing any work on Fart Worth water or sanitary sewer facilities must be pre- qualified with the Waiter Department to perforin such work in accordance with procedures desbribed in the current Fort Worth Water Department General Specifications, which gerieral specff[eat ions shall govern performance of all such workC This cuntract and projectr where applicable, may also be governod by the two following published spe6kations, -except as modified by these Special Provisions: PART D -- SPECIAL CONDITIONS 9. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - C1TY OF FORT WORTH 2. STANDARD SPE IFiCATIONS FOR. PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents. A copy of either of khose specifications may be purchased at the office of the Transportation and Public Works Director, 9000 Throckmorton .street, 2nd Floor, Municipal Building, Fort VVerth, Texas 76102_ The specifications appticable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. Genersl Provisions shell be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL- A. DELIVERY OF PROPOSAL: No proposal Will be considered unless it is delivered, accornpanied by its proper gid 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. Thi mere fact that a proposal was, dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the ward "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders The envelope shall be addressed to the Purchasing Manager. City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. 13_ WITHDRAWING PROPOSAL& Proposals actually fled vdith the Purchasing Manager cannot be withdrawn prior to the time set for operiing proposals_ A request for non-consideration of a proposal must be made in writing, addresaecl to the City Manager. and filed with him prior to the time set for thee- opening of proposals_ After all proposals not requested for non- c€nslderation are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened- C. TELEGRAPHIC MODIFICATION OF PROPOSALS Any bidder may mcdifj his proposal b� telegraphic communication at any time prier to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Maringer is satisfied that a written and dilly aullhentioated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. if such confirmation is not received within fort}-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. l a(27a - PART D-- SPECIAL CONDITIONS_ D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The contractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A, Definitions- 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage ogteement (T1 C-8'l, 'WCC-82, T1 CC-83, or TWCC-.84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project, . Duration of the project - includes the lime from the beginning of the work on the project untll the cantractor'sfperson's work on the project has begirt completed and accepted by the govemmental entity 3. Persons providing services on tkre project ("Subcontractor" In §406_096)- includes all persons or entitFes performing all or }part of the services the contractor has under#akeri to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees_ This includes, without limitation, independent contractors, subcontractors, leasing compaNes, rnotor carriers, owner operators, employees of arty such entity, or employees of any entity which furnishes persons to provide services on the project. " ervl s" include, Without limitation, providing, hauling, or delivering equipm8nt or materials, or providing labor, transportation, or other services related to a project, "Services" does not include activities unretated to lh�-, project, such as foodibeverage vendors, office supply deiiveries, and delivery of portable toilets_ B. The Contractor shall prodide coverage, based on proper reporting of classiftcation codes and payroll amounts and filing of any coverage agreements, Which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project, O. The Contractor must provide a certif#cste of coverage to the governmental entity prior to being awarded the contract, D, If [lie coverage period shown on the contractor's current certificate of coverage ends during [lie duration of the project, the contractor must, prior to the end of the wverage period, fte a new certificate of coverage with the governmental entity showing that coverage has been extended_ P, The Contractor shall obtain from each person providing services on a project, arise provide the governmental entity; 1. A certificate of coverage, prior to that person beginning work on lige project, to the governmental entity will have on file rertifcates of coverage showing covorag-� for all persons providing services ort the project; and � r SC-5 PART .D µ SPECIAL CONDITIONS - 2_ No later than seven days alter receipt by the contfaclor, a newrtiticate of coverage showing exterision of coverage, if the coverage period shower on the current certificate of coverage ends during the duration of the project. F_ The contractor shall retain all required certificates of coverage for the duration of the project and icor one year thereafter, _ The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or shouId have known„ of any change Mat materially affects the praVisiort of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Wovker"s C ornpen sation Commissiorr, informing all persons providing services on the project that they are required to be covered, and stating haw a person may verify coverage and reporl lack of coverage. i. The contra for st all contractually require each person with whom it contracts to provide services on a project, to: 1 Provide coverage, based on proper reporting on classification codes and payfall amounts and filing of any coverage agreements, whinh meets the statutory requirements of Texas Labor Code. Section 401.011(44) for all of its employees providing services on the project, for the duration of the protect; 2_ Provide to the Contrador, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being prov[ded for all employees of the person }providing services on the project, for the duration of the project; 3. Provide the Contractor. prior to the ensu 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 rt cor7tracts, and provide to the Contractor. a_) A certificate of coverage, prior to the other person beginning work on the project; and b,} A new certificate of coverage ;showing extension of coverage, prior to the end of the coverage period, if the coverage period shown an the current certiftnate of coverage ends during (he dErration of the project_ 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter_ 6_ Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) trays after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services an the project; and 7. Contnactually require each person with whom It contracts., to perform as required by paragraphs (1)-(7), with the certificates 6f coverage to be provided to the persona for Whom they are providing services. M27104 SCS PART D ; SPECIAL CONDITIONS 8, By signing #his contract or providing or causdng to he 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 wilt be covered by worker's compensation coverage for the duration of the project, that the coverage wiil be based on proper {sporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, In the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or ,Misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions, 9. The contractor's fallure to comply with any of these provisions is a breach of contract by the contractor which entities the governmental entity to declare the contract void If the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J_ The contractor shall post a notice on eagh project site informing all persons providing services on the project that they are required to be covered, and stating flow a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements unposed by the Texas Worker's Compensation Act or other Teras wor er"s Dampensatlon Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English anti Spanish and any other language cornmon to the worker population. The text for the notices shall be the following text, without any add it[on al words or changes: "REQUIRED WORKER'S COMPENSATtON COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportatlon or other service related to the project, regardless of the fdentfty of their employer or status as an employee." Call the Texas Worker's Compensation Commisslon at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the req u1red coverage, or to report an employer's failure to provide coverage''_ 0- 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 iines. The Contractor skull he required to coordinate with the Water Department to determine the best times for deactivating ant# activating those dines. D- 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitpry sewer or sanitary sewer service lire andlor proposed sewer Tine crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitarp sewer or sanitary sewer service line shall be made watertight or be constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iran Pipe with polyethylene wrapping. The material for sanitary sewer service Lines shall be extra strength cast iron soil pipe wlth polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. ftlE7�G4 -7 I PART D - SPECIAL CONDITIONS. Backfill, rrttings, tie-iris and all other associated appurEenances required are deemed subsidiary work, the mst of which shall be included in the price hid in the Proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS The purrs show the locations of all known surface and subsuff-acia structures, However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them In their exact location, it is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay ttuarrtiiies in any manner whatsoever The Contractor shall be responsible for vorify+ing the locations of and protecting all existing utilities, service lines, or olher property exposed by his canstruction operations. Contractor shall make all necessary provisions (as approved or authchz d by the appllcablew utility company.) for the support, protection or relocation, Emdlor temporary relocation of all utility poles, gas. lines. telephone cables, utility services, water mains. sanitary sewer llnes, electrical cablea, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all darnages done to such existing facilities as a result of his operation- S and any and all cost incurred for the protection andfor temporary relocation of such facilities are deeLined subsidiary work and the cost of same and shall be included in the coat bid per linear foot of pipe installed. NO ADUITIONAi_ C OMPEN SATION WALL BE ALLOWED, Where existing utilities or service lines are cut, broken or damaged the Contractor shad replace or repair the utilities or service llnes with the same type of originai Material and constra_rctican, or better, unless otherwise shown or noted on the plans, at his ower cost and expense. The Contractor shall ire-mediately notify the Owner of the damaged utility or Seruice line. He shall cooperate with the Owners of all ut[litses to locate existing underground Facilities and notify the Engineer of any conflicts in grades and allgnment_ In case It is nece=ssary to change or move the property of airy owner of a public utility, such properly shall riot be moved or interfered with urstil ordered to do so by than Cngine:ea-. The right is reserved to the owner of public ubilties to enter upon the limits of the project for 111 .0 purpose of making such changes or repairs of their property that may be made necessary by performance of this contraO. The utility lines and canduits shown on the glans are for inforination only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth: they $a-e shown on the plans as the best information available at the time of design, from the owners of the utilities involved and fa-om evidences.foQnd on the ground. D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certairl construction vehicles could exceed the ?bad bearing capacity of the pipe under shallow bury conditions_ It will be the responsilallity of the Coviractor to protect both the new fine and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a trusts delivering navy pipe to the site, Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations whece It is nol permissible to crass the a isting or proposed pipes without additional protection the Conlractor may elect to provide additional proteciion of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the rano a -8 PART Q - SPECIAL CONDITIONS Contractor to repair ny damage-to the existing or proposed Ilnes, If the damage results from any phase of his construction operation. D- 8 TRAFFIC CONTROL The contractor will be required to attain a "Street Use Permlt" prior to starting worts. As part of the "Street Use Permit" a traffic control plan is required. The Gantractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth In the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" Issued under the authority of the "State of 'Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Givll Statutes, pertinent sections being Section Nos, 27, 29, 30 and 31_ A traffic control clan shall be submitted for review to Mr_ 0 hales R_ Burkett, City Traffic Enicinneef at (817) 871-8770. at the are-construction conference. Although work will not begin until the traffic control-pjan Vitas been reviewed the Contractor's tlrne will begirt in accordance w[khthe tirrr0 frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructlonal 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 construcklon, the Contractor shall corttoct the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 871-773B) to remove the sign. In the case of regulatory signs, the Contractor must repfaoe the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign_ If the temporary sign is not installed correct[y or if it floes not meet the required specifications. the permanent sign shall be loft [n place until the temporary sign requirements are met. When construction work is competed to the extent that the permanent sign can be reinstalled. the Contractor shall again contact the Signs and Markings Divaslon to reinstall the permanent sign and shall [nave his temporary sign in place until such reinstallation is completed_ Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the G1ty Traffic Engineer and in accordance with the applicable provision of the "City of Fork Worth Traffic Control Harid book 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 1-he cront>ractor small prosecute his work in such a mwuter as to ciente a rninimum of iititerruptiou to tic and pedestrian raciIiIies and to the flaw of velticu tar and pedestrian trafFid within the pa'aject area. D- 10 EXAMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to datermine 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 pub[Rc propeMes, procedures far 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 unusua[ condifions, which Y �URRY YR. PART T D - SPECIAL CONDITIONS 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 dutin� the preparation of the Proposal and all unusual ennditions, which may give, rise to later co n 1:1 ngen n I e s should be bfought to the attenfinn of the Owner prior to the submission of the Proposal- 13- 11 roposal_f]- 11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant pf-opetty for storage purposes. D-12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for con stmu-, in. D-13 WASTE MATERIAL All waste material shall became the proparty of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street i rn proveme nts or to:abutting property, D-14 PROJECT C LEAN UP AND FINAL A OEPTAN C E The €int=-IOr shat) be awam that keeping the, project site in a neat and orderly coridititm is wnsidcsred an integral part of the contracted worts and as such shall be considerer) subsidiary to the appropriate kid items. Clean up work shall 1 done as dircaed by the Engizrq-,CT as the work pro 'e.sses or as needed. If. in die opinion of rite Engineer it is necussaq, clean-up shall be doth on a daily basis. Clean up work shrill iixcIude, but not.be limited tv: • Sweeping the street cleim of dirt.car acbris ■ Suring excess material in appropriate and organized manner • Peeping 1hash of any kind otTof reNidewss property If the Engineer does not feel that the jobsite has been kr-pt in an orderly condition, on the rnext estimate payment (and-a11 subsequent paymcnis un[iI completed) of the appropriate bid itcrn(s) willI be reduced by 5%. Final cleanup work sha11 be done for this project as soon as ell cronstructmn has been completed, No more than seven days shall elapse after completion of construction before the roadway, right- of-way, :or easement is cleaned up to the satisfaction of the Engineer, The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other mnstruction materials, and in general preparing the site of the work in an orderly manner and appearance, The City of bort Worth Department of Engineering shall give final acceptance of the completed project work- D- 15 ork_D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the ContraQt, it shall be the responsibility of the Contractor to tumish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. The Contractor shall not 1027/04 -10 PART D - SPECIAL CONDITIONS camrnence with water andlor sanitary sewer inskallation until'such time that the survey cut-sheets have been received from the City inspector. D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be f'olto ed regarding the subject ItL-m on this contract- 1_ A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feel shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows; "WARNING - UNLAWFUL TO OPERATE THIS EQIJIPNIEI T WITHIN SIX FEET OF HIGH VOLTAGE LINFzS_" _ Equipment that may t)e operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except basic hoes or dippers, and Insulator links on the lift hook connections 3_ When necessary to warts w€ hln six feet of high vottage electric lines, notif'c-afien shall be given the power company (ONCORE) who will erect temporary mechanical barriers. de- eriergize the limes, or raise or lower lige linos_ The worst done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate lag of all such ualia to ONCO E, and shall record action taken in each case_ 4. The Contfactor is required to make arrangements' with the ONCO E company for the temporary relocation or raising of high voltage titres at the Contractor's sole cost and expense, 5_ No person shall work Whin six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D- 17 BID QUANTME-S Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities There is no limit to which a bid item can be increased or decreased- Contractor shall not be entitled to renegotiation of unit Prices regardless of the final measured quantities_ To the extent that 04-4,3 conflicts with this provision, this provision controls. No clalm will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities, D- 18 CUTTING OF CONCRETE When existing concrete is CA such cuts shall be made with a concrete saw. All sawing shall be subsldlary to the unit cost of the respective item. D� 19 PROJECT DESIGNATION SIGN Project signs are required at ali locations_ It shalt be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts, The Eng iraeer shall approve the exact locations and methods of Mounting. In addition to the 4' x 8' project signs, projecl signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended frOrn barficading shall be placed in such a way that signs do not interfere with feflective {saint or coiwirtq on the baFirades. Barficade signs shall be in 14,YM4 SC-11 PART D - SPEC IAL CO NDITI0 accordance with Figure 30, except that they shotl be V-0' by '-U" in size. The informations box shall have the follDwing information.- For nformation:For Questions on this Project Call; (B 17) 871-8308 M+ 7:30 am to 430 p-m. or {817}871-8300 blights and Weekends Any and all cast for the required materials. labor. and equipment necessary for the fumishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be apa ed- D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the protect where mains are required to tae placed under existing sidewalks and/or driveways, such sidewalks andlor driveways shall be completely replaced for the fall existing width, between existing construction or expansion joints with 3000 psi concrete Mth reinforcing steel an a sand cushion in accordance Withy City of Fcrt Worth Transportation/Public Works Department Standard Specifications for Construction, Items 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter sha11 be replaced to maters type 2 nd geometry of the removed curie and gut tofi shall be installed in accordance with City of Fort VVWh public Works Department Standard Specification for Construction, Item 502. Payment for cutting, bacMill, concrete, farming materials and all other associated appurtenances required, shall be Incir.rded In the square yard price of the bid item for concrete sidewalk or driveway repair. D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid Items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on Feld conditions. Payment for miscellaneous placernertt of material will be made for only that amount of material used, measured to the nearest one-tenth unit- Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D- 22 CRUSHED LIMESTONE EIACKFILL Where specified on the plans or directed by the Engineer, Cashed Limestone shall be used far trench backfill on this project The material shall conform to Public Works Standard Specifications for Street and Storm Drain on trtrctiorr Division 2 Item 208,2 - Materlals and Division 2 item 208,3 - Materials Sourc8s, Trench back#ill and compaction shat! meet the requirements of E2-2 Excavation and Backfill, Construction Specifications. General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2-16 Measurf;,ment of Backfill Materials, ons" tion Specifications. and General Contract Documents- SC-12 ocuments-5 -12 PART D - SPECIAL CONDITIONS D- 23 2:27 CONCRETE Transportation and Pubic Works Department typical Sections for Pavement and Trench Repair for Utility Cuts Figures 1 through b refer to using 2'27 Concrete as Mase repair. Since this call-. out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete_ D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveuw+ays, gravel surfaced roads, within easements, and within existing or future R.0.W. shall be in accordance with Sectionq.E1-2 Backfill and E2-2 Excavathon and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Bectlon E2-2 Excavation and Backrilil. if the stated muimum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings c the pipe will be exceeded, the Contractor will be requitred to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contrectorrs own- All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements, Alf excavation shall be in strict comp€ience with the Trench Safety Systems .Special Condition of this docurnent.- 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material witlti l'ype "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the En9inaer with satisfactory evidence that the P,1. of the excavated rnateda] is less than 8_ Such evidence shall be a test report from an independent testing laboratory and must include representative samples of sails In all involved areas. with a map showing the location and depth of the various test holes. If excavated material is obviously granular In nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2,3, Type "C" or "D" 13ackfilf, and E2-2,11 Trench Backfill for add it€onaI requirements. t hen Type "C" back-fill materlaI is riot suitable. at the directian of the Engineer, Type "B" backfill rrtaleria I shall be used In general, all backfill rrraterial For trenches In existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source anal shal€ consist of durable particles free of thin or elongated pieces. lumps of Clay, soil, Ioarn or vegetable matter and shall meet the fo€lowing gradation, Less than 10% passing the#200 sieve PJ. = 14 or less Additionally, the cashed limestone embedment gradatlon specified In Section E1-3 Crushed Urnestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following; 1e4411slimia % Ratained in 0- 1{0 1121k 40-75 3{8" 5-9g #4 90140 #8 95-140 Ail other provisions of this section shall remain the same. PART D - SPECIAL CONDITIONS 3. TRENCH COMPACTION., All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches watch lie outside existing or futures pavements shall be compacted to a minimum of 90% Standard Proctor Densfty (A-.T-M. D698) by mechanical devices specifically deshgned for compaction or a combination of mathads subject to approval by the Engineer. Trenches which lie under existing or futu{e pavement small be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a rmmbination of methods subject to approval by the Engineer. Backfill material to be compacted as described above roust be within +-4% of its optimurn moisture content. The top two (2) feet of sewer line trenches and the tap eighteen (18) inch Ees of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the aperation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaiction tests per A_ _T_M- standards on all trench backfill. Arty retesting required as a result of Failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as dater-mined by the City. These soil density tests shall be performed at two ( ) foot vertical intervals beginning at a level two (2) feet above the tap of the installed pipe and continuing to the top of the completed backfill at intervals Tong the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system io the level of trench backfill to be tested_ No extra compensation will be allowed for exposing the bac fIII layer to be tested or providing trench safely system for tests conducted by the pity. 4, MEASUREMENT AND PA MENT- Ail material, with the exe.eption of Type "B" backfill. and labor costs of excavation and backfill will be Included In the price bid }ger linear foot of water and sewer pipe. Type "B" backfill shall be paid for at a pre-bid unit price of $15.00 per cubic yard, D- 26 TRENCH PAVEMENT (PERMANENT) REPAIR (E2.19) FOR UTILITY CUTS The unit price bid trader the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior In composition, thickness, 6tc., to existing pavemem as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts. Figures 2000-1 through 2000-3. The results of the street cores that were conducted on the project streets, to determine HMAG depths on existing streets, are provided in these specifications and contract documents. All required paving cuts shall be mace with a concrete saw In a true and straight line on bDth sides of the trench, a minimum of twelve (1 2) inches outside the trench walls. The trench shall be bacMiled and the top nine (9) inches shall be flli d wfth required materiais as shown on paging details, compacted and level with the finished street surface, This finished grade shall be maintained in a serviceable condition until the paving has hLen replaced. All residential driveways shall be accessible at night and over weekends_ It has been determined by the Transportation and Public Works Department that the strip of existing HMAG pavement between the existing gutter and the edge of the trench pavement repair Wil not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore. at the locations in the projoct where the trench +heli is three (3) Feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made frorn a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the glitter Gree. 7 W fl.D4 SC-14 PART D - SPECIAL CONDITIONS The pavement shall be replaced within a maximuni of five (5) working days, providing job placament conditions will permit repaving_ If paving Donditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible slate. permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance leo, 3449 andlor Ordinance No. 792 to make utility cuts in the street, The Departr ani. of Engineering will Inspect the paving repair after construction_ This permit requirement may be waived if work is being done under a Perfarrnance Bond and inspected by the Department of Engineering. D- 26 SITE SPECIFIC TRENCH SAI=ETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL; This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) Bret in order to protect workers from cave-ins- The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. The trench safety }plan shall be specific for each water andfor sanitary sewer line included in the project. B. STANDARDS: The latest version of the U-S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CER part 1926, Bub-Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for (Tench safety. C. DEFINITION& t, TRENCHES - A trench is referred to as a marrow ex vation made below the surface of the ground in which the depth is grealer than (lie w1ft. where the width measured at the bottom is rat greater than fifteen (95) feet_ 2. 6 E NC FI I NG SYSTEM - Benching means excavating the-sides of a french to form one or a series of horizontal level or steps, usually with vertical c near-verticai surfaces between levels_ 3. SLOPING SYSTEM - doping means excavating to form sides of a trench that are Inclined away from the excavation_ 4_ SI1IEL1) SYSTEM - Shlelds used to trenches are generally referred to as "trench bones" or "trench Shields"_ Shield means a structure that is able to withstand the forces imposed on it by a cave-ire and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along a$ the work progresses. Shields can be either pre-m a nuf actu Fed or job-huiIt In accordance with OSHA standards. 5_ SHORM SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-in& Shoring systerns are generally comprised of crass-braces, vertical rails, (uprights), horizontal rails (wales) and)or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to. the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. 1O�27M -1 5 PART T D - SPECIAL CONDITIONS E. PAYMENT - Payment small be full compensatr.on for safety system design, labor, tools, materials. equipment and incidentals necessary for the instaklation and removal of trench safety systems. 0- 27 SANITARY SEWER MANHOLE A. GENERAL- The Installation, replacement, andfor rehabilitation of sanitary sewer manhotes Mil be required as Shown on the plans, andior as described in these Special Contract Documents in addition to those located in the field and iderriified by the Engineer. All manholes shall he in accordance with sections E1-14 Materials for Sanitary Sewer Man Valve Vaults, Etc., and E-2-14 VaJ and Manhole Construction of the General Contract Documents and Spedificafians, unless amended or superseded by requirements of this pedal Condition. For new sewer line installations, the Contractor shall temporally plug 31I kTies at every open manhole under construction In order to keep debris out of the dry sewer lines- I-lie plugs shail not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of additional construction. I- CONCRETE COLLAR : Concrete colIsrs will bo-req uCred c all manholes specified as per Figure 121. 2- WATERTIGHT MANHOLE INSERTS: 1 aterlight gasket manhole inserts. shall be installed in all 5an1tar sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100A and shall Inc fitted arrd installed according to the manufacturer's recommendations, Stainless Steel manhole inserts shall be raquif-ed for all pipe diameters 16" and greater. 3. LIFT CHOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shad be sealed on the outside of the manhole with Ram-Nek or an dpproved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout- 4. FINAL RIM ELEV TION& Manhole rims in parkways, lawns and other improved lands shall he at an elevation not niore than one (1) nor less than one-half (11 2) inch above the surrounding ground, Backfill shall provide a uniform slope from the top of manhole sting for not I"s than three (3) feet each direction to existing finish grade of [he ground. The grade of all surfaces shall be checked for pfioper slope and grade by string lining the entire area regarded near the manhole, Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 Inches above grade, 5. MANHOLE COVERS: All lids shall have pick slots in lion of pick holes. Manhole frames and covers shall he McKinley,, Type N, with indented top design, or equal. with pick slots- Covers skull set (tush with the rim of the: frame and shall have no larger than 118-Inch gap between the frame and cover. Bearing surfaces shall he machine finished- Locking manhole aids and frames will be restricted to Iocations within the 100-year flood piain and areas specifically designated on the plans. Certain teed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are spe6find. f. SHALLOW CONE MANHOLES' Shallow manhole construction will be used when manhole depth Is four (4) lee# or less. All shallow cone manholes shall he built in 10127104 -16 — PART D - SPECIAL. CONDITIONS - accordance with Figure 105, All shallow cone manholes scull have a cast iron lid and frame vvith pick slats, NOTE_ MANHOLES PER FIGURE 106 VVI LL NOT' BE ALLDWED. f, MANHOLE STEPS. No manhole steps are to be installed on any sanitary sewer manhole_ i 8. EXTERIOR SURFACE COATING-- Exterior surfaces of all manholes shall be coated with two crop coats of coal tar epoxy, Koppers 'R(Omastic Super Service Black" Tnernec `46- 450 Heavy Tnernecof," of equal to, a minimum or 14 mils dry film thickness_ 9, MANHOLE JOINT SEALING. All interior anther exterior joints on concrete manhole sections constructed for the City of Fart Worth Water Department, excluding only the joints using a trapped type performed 0-ring rubber gasket shall require Bitumastic joint seaJants as per Figure M. This sealant shall be pre-formed and trowelable Biturnashc as manufactured by Kent- SeaJ. E am-Nek, E-Z Stick. or equal. The joint sealer shali be supplred in either extruded pipe forme or suitable cross-sectional area or ffat-tape and shall be sized as recamrnen hied by the manufacturer and approviad by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and stall 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 shrinkiricg, hardening, or ox-ldizing regardless of the length of time It is exposed to the elements The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible:. joint sealant on concrete pipe and manhole sections fol a period of at least We years, B. EXECUTION: 1- INSTALLATION OF JOINT SEALANT: Each grace adjustment firm and manhole frame shall be sealed with the above-specified materials_ All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or olher foreign rnatter_ The manufacturer shall apply a primer to all surfaces prior to Installing the joint sealant in accorrlance with the recommendations. The protecflve wrapper shall remain an the joint sealant until immediately pfior to the placement of the pipe in the trench_ After rernovai of the protective wrapper, the joint sealant shall ire kept clean, install frames and cover over manhole opeiling with the bottom of the rings restJng on Eii:umasI Ic joint sealer, Frames and grade rings shah rest on two (2� rows (inside and outside) of Biturrrastic joint sealer. 2 SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to [lie manhole to expose (he entire manhole frame and a minimum of 6 Inches of the mr-anhote wall keeping the sides of the trench nearly vertical_ Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frarne or grade ring €hat is not suitable for nese as determined by the Engineer -shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rinds, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete drfgs, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes. replace the upper parVon of the manhole to a point 24 inches below the Frame. If the walls or cone section below this level aro structurally unsound, 1=7r0-9 5 -17 PAIN D - SPECIAL CONDITIONS notify the Engineer prior to replacernant of the grada rings and manhole frame. Existing bnckwork, it darnaged by the Contractor, shall be replaced at the Contractor's axpense. Wire brush manhole frame and exposed manhole starfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quict setting hydraulic cement to provide a ;smooth working surface. if the inside diameter of the manhole is too large to safety support new adjustment rings or frames, a fiat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall he free of dirt, stories, debris and voids to ensure a watertight seal. Place fie'Xible gasket joint material along the inside and outside edge of each joifit, or use trowelable materiai in lieu of pre-formed gasket material. Position the but( joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or ony material not specifically accepted by the Engineer may be used to obta3i.n final surface elevation of the manhole fame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten {10} fee( Iong s that the top of the casting will conforms to tine slope and finish Elevation of the paved surface, The tap of the casting shall be 118 inch below the finished elevation Allowances for the compression of the joint material small be made to assure a proper renal grade elevation. .3, EXPOSED EXTERIOR SURFACES- All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy copper 'Bitumastic Super Service Black", Tnernec "46- 45U Heavy Tnernecol". or equal. to a minimurn of 14 nils dry filen thickness. 4. The exterior surface of 'all pre-cast section joints shall be thoroughly cleaned with a wire brush and than waterproofed with a 1)2-inch thick coat of tro elable bitumastic joint sealant from 6-inches below to -inches above the joint. The coated joint shall thea be wrapped vrilh 6 mil plastic to protect the sealant from damage during backfilling, C_ MEASUREMENT ANO PAYMENT. The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not Include pavement replac 8ment, which if required, shall be }paid separately. The price bid for reconstruction of existing mar+holes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill. disposal of materials, joint sealing, lift hale sealing and exterior surface coating. Payment shall not include pavement replacement, whtch if required, shall be paid separately. The price bid for adjusting andfor sealing of exis(ing rnarlhules shall include all Jabor, equipment and materials necessary for adjusting aandfor sealing the manhole, including but not limited to, joint sealing, lifl hole sealing, and exterior surface coating Payment for concrete cellars will be made per each_ Paymt-nt for manhole inserts will be made per each. 0- 28 SANITARY SEWER SERVICES core o -18 PAIN D - SPECIAL CONDITIONS Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown ori the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps_ The service connections shaft be c6nstructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-bye-case basis, The ConVactor shall be responsible for coordinating the scheduling of tapping crews uvith building owners and the Engineer in order that the work be {performed In an exped€tlous manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be.maintained as specified in section C6-6.15, D. SEWER SERVICE RECONNECTION.' When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for r'ewnnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 46 degrees_ The tap shall be located so as to litre up with the service line and avoid any horizontal adjustment. For open cul applications, all sanitary sewer service lines shall be replaced to the property or easement titre, or as directed by the Engineer. unitary sever services on sewers being rehabilitated using pipe enlargement methods shall tie replaced to the property or easement line or as directed by the Engineer. Pr6cedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service litre including the incidental four (4) feet of service line which is included in the price bad for Sanitary Seaver Taps, Payment for work such as backfi[I, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be Included in ttre price bid far Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT, ACI building sewer services encountered during construction shall be adjusted andlor replaoed by the Contractor as directed by the Engineer as required for the connectiun of the sewer serVrice fine. If the sewer serum line is In such condition or adjustment necessitates the replacement of the sewer service line, all work s.haill 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 situations involving sewer service re-routing, whether on public or private property, the City shall provide Ilne and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral arta the necessary service lines, the Contraotor shail 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 ( ) percent minimum slope (or as spedfied by the Engineer) roulfiement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service Lines that are installed without pre-constru tion 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. A[I elevation information obtained by the Contractor shall be submIlted to the Inspector_ The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is nQt satisfied, if the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plains, the Contractor shall obtain and submit all relevant elevation Worm at[on for the now aligriment to the Inspector and shall be responsible for ensuring that the two ( ) percent minirrrum grade (or as approved by the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grads of the Installed service liege and submit signed documentation Verifying that the tine has Igen installed as designed to the Engineer, The Contractor, at its sale expense, shall be.regdired to uncover any sewer service for which no grade verification has been submitted. All rem tnvz1 a -19 PAIN D - SPECIAL. CONDITIONS routes that are not installer as designed or fail to meet the City code shall be reinstalled at the Contractor's expense_ The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene rvupling A.S.T.M. C-425 with series 300 stainless steel compression straps_ The Contractor shall remove the existing clean-out and plug the abandoned sewer service line. The contractor shall utllize schedule 40 PVD for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the Services of a licensed plumber for all service line work on private prope;fy. Permit(s) must be obtained from the City of Fort Worth Development Department for all service tine work on }private properly and all worts related to the service line must be approved by a City of Fort Worth Plumbing inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on the sanitary sewer service re-route and proof of final acptance by the Plumbing inspector strap be provided to the Engineer upon completion of the sanitary sawar re-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of Four (4) linear feet shall be included in the linear Coot price bid for sanitary sewer servioe line replacement on private property or public right of way. Payment for all work and material invalvIng tt "tap" shall be included In the price bits for sanitary sewer service taps_ D- 29 REMOVAL. SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown ars the pians, andlor described in these Special Contract Documents ire addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E -1.5 Salvaging of Mated @I and E2-2.7 Removing Pipe, of the Oenerat Contract Documents and Specifications. unless amended or superseded by requirements of this Special Condition- A. SAI- AGE OF EXISTING WATER METER AND ME-MR BOX Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section U-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance wish Section U-11.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below Final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill, Backfill materW shall be suitable excavated material approved by the Engineer. surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FiRE HYDRANTS: EXistltxg fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in acoordanm with Section E245 salvaging of Materials_ The void shall be backfilled and compacted in accordance with backfill method as specified in section E2-2_9 Backfill, Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. r a'z 7/o4 SC-20 PART D - SPECIAL CNDITIN - D. SALVAGE OF EXISTING GATE VALVE. Existing gate valve and valve box and lid shall he removed and returned to the Water Department warehouse by the C:ontraotor in accordance with Section E2-1.5 Salvaging of Materials_ The void area caused by the valve removal shall be backfilk-d and compacted in accordance with backfill method as specified in Section E2-2.3 Backfill, Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 1t tl,e ,raise is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box [id shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches holow tinal grade_ Concrete shall then be used as backfill material to match existing grade_ F. ABANDONMENT OF EXISTING VAULTS; Vaults to be derr7olis# ed in place shall have tap slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as speQlfied in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible wilh the existing surrounding grade. G, ABANDONMENT OF MANFIOLES: Manholes to be abandoned in puce shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole lop or cane section shall be removed to the top of the Full harrel diameter section, or to point not less than 13 inches below final grade. The structure shall then be backfilled and compacted in accordance. with backfill method as specified in Section E2-2,9 Backfill. Backfill rnatedal may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall he compatible with surrounding service surface Payment for work Involved in backfilling, plugging of pipe{s} and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing So of Manhole, H. REMOVAL OF MANHOLES-- Manholes to be removed shall have all pipes entering or exiting the structure disconnected The complete rriantlaler including top or come section. all full barrel diameter section, and base section shall be removed. The excavation shall then be bac.01led and compacted in accordance with backfill method as specified i:n Secllon E2-2.9 Backfill, Backfill material may be with Type C Hackfill or Type B Backfill, as approved by the Engineer_ Surface restarakion shall be compa[Iblc with surrounding surface, 1. CUTTING AND PLUGGING EXISTING MAINS. At various locations on ibis project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer maims}services in order to abandon ihese Bites. Culling and plugging existing mains andlor services shall ho considered as lncidpntal and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required, J. REMOVAL OF EXISTING PIPE- Whore, removal of the existing pilie is required, it shall be the Contractor's responsibllity to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Meld Operation, Storage Yard. C_ PAYMENT: Payment for all work and material' involved In salvaging, abandoning andlor removing existing facillties shall be included in the linear foot bid price of the pipe. except as Iar�7a - 1 PART a - SPECIAL CONDITIONS follows_ separate payment will to made for removal of all fire hydrants, gate valves, iB inch and larger, and sanitM sewer manholes, raegardless of location- Payment will to made for salvaging, abandoning and/or removing all other existing facilities when said facially is not being replaced in the same french (i,e-, when removal requires a separate trench)- L. ABANDONMENT OF EXISTING SEWER LINES: where plans call for abandonment of existing sewer mains after the construction of a now sewer main, the Contractor shall be responsible for Tl! inspection of 100% of the existing sewer main to be abandoned to make a final determination that all existing sery€ce connections have been relocated to the new main. Once this determination has been made, the exisUng main wilt be abandoned as indioated above in /teas I. D- 30 DETECTABLE WARNING TAPES Detectable underground utility waming tapes which can be located from the surrace by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systerns, Inc. or approved equal, and shall consist. of a minimum thickness 0-35 mils solid aluminum fail encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, cher'nicai reagents and solvents found In the soil. The mfnimum overall thickness of the tape shall be 5-5 mils, and the width shali net be loss than two inches with a minimum unit weight of 21/4 pounds!/ inch(100'. The tape shall be chlor coded and imprinted wish the message as fo[lows: Type of Utili_ Colorodede Leaends Water Safety Blue Caution! Buried Water Line Below Sewer Satety Green Cautioni Buried Sewer Line Below installation of detectable tapes shall be per manufacturw s recommendations and shall be as close to the grade as is practical for optimLim protection and detectability, Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as- backfill, bedding, blocking, detectable tapes, and atl other associated appurtenances required shall be included In the unit price bid for the appropriate bid item(s), D. 31 PIPE CLEANING Joints small be wiped and then inspected for proper installadan by the Inspectors. Each joint shall be swept daily and kept ctean during Installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage- D- 32 DISPOSAL OF SPOIUFILL MATERIAL Prior to the disposing of any spoilifill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Blain Administrator ("Administrafor"), of the location of all sites where the Contractor intends to dispose of such rnaterlal, Contractor shall riot dispose of such material until the proposed sites have been determined by the Administrator to meet tha requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No- 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies, No fill perm€t is required if disposal sites are not in a floodplain. Approval of the Contmctar's disposal sites ahall 13127104SC-22 PART D - SPECIAL CONDITIONS be evidenced by a tetter signed by the Administrator stating that the site is not in a known flofad plain or by a Flood Plaln Fill Permit authorizing fill wlthin the flood plain. Any expenses associated with obtaining the fill permit, Including any necessary Engineering studies, shall be at the Oontractoes expense, In the event that the Contractor disposes of spoiflfill material' at a site Without a fill permit or a letter from the administratbr approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoillfill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 33 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's Yens upon receipt of payment. D- 34 SUBSTITUTIONS The specifications for materials set out the minimum standard of qualfty, h[f h the City believes necessary to procure a satisfactory project. No substitutions W11 be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material, which has been specified, Where the term "or equal", or "or approved equal" is used, it is understood that iI a material, product, or piece of equipment bearing the name so used is furnished, it will be approvala[e, as the particular trade name was used for (lie purpose of establishing a standard of quality acceptable to the City. If a product of any other name as proposed for use, the Engineer's approval thereof must be obtained before the Contractor pr'ocrEres the proposed Substitute. Where the term "or equal", or "or approved ec}ual" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor small have tete full responsibility of proving th.at the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-secttcr7 as related to "substitutions" shall be applicable to all sections of these specifications. D- 36 PRE-CONSTRUCTION TELEVISION 1fV I'ECTION OF SANITARY SEWER A, GENERAL. Prior to the reconstruction, ALL sections of existing sanitary sewer lirkes to be abandoned, removed (except where being replaced in the satire location), or rehabilltated (pipe enlargement, cured-in-place pipe, fold and form pipe. slip-lhne, etc.), shall be cleaned, and a television inspection performed to Identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of etosed circuit television. Satisfactory precautJons shall be taken to protect the se8r linos from damage that might be inflicted by the improper use of cleaning equipment. 1, HIGH VELOCITY JET (HYDROCLf ANING) EQUIPMENT. The high-velocRy sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a seleci[on of two or more hlgh-veloclty nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees.in all size lines designated to be cteaned. Equipment shall also inctude a high-velocity gun for washing acrd scouring manhole wal[s-and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps. and hydraulically driven hose reel. Hydraulically Propelled Equipment shali be of a movable dam type anti 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 equaJ in �vrzr { - 3 PART D - SPECIAL CONDITIONS diameter around the outer periphery to censure removal of gf- apse. If sewer cleaning balls or other equipment, which cannot be collapsed, is used, special precautions to pra✓veill flooding of the sewers and public or private {property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. - CLEANING PROCEDURES:: The designated sewer manholes ;shall be cleaned using high-veloctly jet equipment. The equipment shall be capablo of removing dirk, grease, rooks, sand, and other maieria€s and obstructions from the sewer lines and manho[es, 11 cleaning of an entire section cannot be successfully performed from one roanhote, the equipment shall be set up on the other manhole and cleaning again attempted. if, again, successfu[ cleaning cannot be performed or equipment fails to ti-averse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When addiNorial quantities of water from fire hydrants are necessary to ovoid dela} in normal working procedures, the water small be coalserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Be-fore 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 to considamd incidental to cleaning, 3. OEBRIS REMOVAL AND DISPOSAL, All sludger dirt, sand, rack, grease, and other solid or semisolid material resulting from the cleaning operaalion shall be removed at the downsirearn manhole of the section being cleaned Passing Material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells. or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed frorn the site and disposed of at a site designated by the Engineer. All materials shall be removed from She site no less often than at the end of each workday and disposed of at no additional cost to the City- 5. NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THERFFRO BE DUMPED ONTOSTREETS EETB Ofd INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6- TELEVISION INSPECTION EQUIPMENT: The television ca niera used for the Inspectinn shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire pedphery of the pipe The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable nt producing picture quality to the satisfaction of the Engineer. and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection, B. EXECUTION- 1i TELEVISION INSPECTION. The camera shall be moved through [lie line its either direction at a moderate rate, stopping when necessary to POFrnit ptoper documentation of any sewer service taps- In no case will the television camera be pulled at a speed greater lhan 30 feet per minute. Manual winches, power winches, TV cahfe, and powered f7f�PSC . 4 PART D - SPECIAL CONDITIONS rewinds or other devices that do not obstruct the camera view or interfera with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television carrrera through the line. telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew- The Importance of acgurate distance Measurements is emphasized. All television Inspection videotapes shell 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 distzance meter shall be checked by use of a walk1ng meter, roll-a48 pe, or other suitable device, and the accuracy shall' be satisfactory to the Engineer. The City makes no guarantee thal all of the sanitary sewers to be entered are clear for the passage of a camera- The methods used for securing pa,,sage of the camera are to be at the caption of the Contractor. The cost of retrieving the Television camera, under all circumstances. when it becatnes lodged during inspection. small be incidental to Television inspection 2. DOCUMENTATION, Television Inspection Logs: Printed Ioca#ion records shall be kept by the Contractor and will clearly show the location in relation to ars adjacent manhole of each sewer service taps observers during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and tither discernible features will be recorded, and a copy of such records will be supplied to the City- 3. PHOTOGRAPHS- Instant developing, 35 ruin, or ether standard-size photographs of the television picture of problems shall be taker~ by the Contractor upon requaE�t of the Engineer, as long as such photographing does not interfere with the Contractor's operations, 4. VIDEOTAPE RECORDINGS. The purpose of tape recording shalt be to supply a visual and audio record of problem areas of (he lines that may b� replayed_ Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximurn of 30 calendar days, Equipment shall be provided to the City by the Contractor for review of the tapes- The Engineer will return tapes to the Contractor upon completion of review. Tapes shall not be erased without the parmisslon of the Engineer. If the tapes are, of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service cQnri8cliona, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the City. 11 a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment far televising this portion shall be made- Also, no paymer 1. shall be made for portions of llnes not televised or portions where manholes cannot be negotiated with [Ile television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Oontractor will be notified as to which sections of the saflitary rc_2rvcf_ SC-25 PART D - SPECIAL CONDITIONS sewer are to be corrected. The Engineer will return tapes to the Gontraotor upon completion of review. Ali costs asso6iated with this work shall be incidental to unit prices bid for Items under Television Inspection of the Proposal. C. PAYMEN-I- ()F CLEANING AND PRE- ONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS. The Cost Far lire-Conslructlon Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised, The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can he readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation And disposal of sand and debris from the sewers to a legal dump site. Television inspection shaII include necessary cleaning {hydraulic jet or mechanical Cleaner} to provide video image required for iEne analysis- The primary purpo a of cleaning is for television inspection and rehabilitation; when a por#.ion of a line is not or cannot be televised or rehabilitated, the cleaning of that pottlon of line shall be incidental and no payment shall be made. The City mares no guarantee that all of the sanllary sewers to be entered are clear for the passage of a camera. The methods u zed for securing passage of the carnera 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 dmumstarices, when it becomes lodged duffing inspection, shall be incidental to TV Inspection- The item shall also include all costs of installing and maintaining any bypass purnping required to provide reliable, regular sewer sefvire to the area residents- All bypass pumping shall be incidental to the project- D- 36 VACUUM TESTING OF SANITARY SEINER MANHOLES D. GENERAL. This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. E. E UTION. 1, TEST PROCEDURE; Manholes shall be vacuum tested prior to any interior grouting with all cannections in place- Lift holes shall be plugged. and all drop-connections and gas seailing wnrections shall be Installed prior to lesting- The sewer limes entering the manhole shall be plugged and braced to prevent the plugs From being drawn into the manhole- The plugs shall be installed in the Ilnes beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer' recommendations. A vacuum of len lnche.r� of mercury (101Hg) shall be drawn and the vacuum pump will be turned off With the valve closed, the level of vacuum shall be rears after the required test time- The required test time shall be determined from the Table I below In accordance with ASTM 0 1244-93. PART D - SPECIAL CONDITIONS 'fable I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hij (I 0"H9—9"Hg) (SED) Depth of MH, 48-Inch Dia_ 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec_ 52 see_ 18' 4.5 sec_ 59 sec. 20' 50 sec_ 65 see. 2' 55 sec. 72 sec. 24' 59 sec_ 78 sec. 28' 64 sec, 85 sec. 28' 69 sec_ 91 sec, 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 1_ ACCEPTANCE: The rnarlh ole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (I" Hg) after the required test time. Any manhole, which fails to parrs [he Inilial lest, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to locate the leak and seat it with an epoxy sealant_ The manhole shall be retested as described above until it has successfully passed the test. Fallowing completion of a successful lest, the manhole shall be restorod to its norma[ condition, all temporary plugs shall be removed, all braces, equipment, and debris small be removed and disposed of in a manner satisfactory to the Engineer. G. PAYMENT- Peyment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, inoludIng all bypass pumping, required to complete the lest as specified herein. D- 37 BYPASS PUMPING The Contractor .shall bypass the sewage around tete section or secliens of sewer to be rehabilitated and/or replaced_ The bypass shall be made by plugging existing upstrearn manhole and pvmping the sewage into a do nstrearn manhole Or adjacent systern 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 acourring to fasilities connected to the sewer. Provisions shad be made at driveways and street crossings to permit safe vehicular travel without interrupling flow in the bypass system. Under, no 6rcunistances will the Contractor be permitted to discharge sewage irtto the Irenches. Payment shall bo incidental to rehabilitation or replacement of the sewer line. 0. 38 POST-CONSTRUCTION TELEWSIOK INSPECTION OF SANITARY SEINER A. GENERAL., After construction, ALL sections of sanitary sewer tines shall have a television inspection perForrned by ars independent sub-Contractor hired by the prime Caniractor_ carr S -27 -- �. PART D - SPECIAL CONDITIONS Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protock the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVI S 10N IN SPEOTION EQ U I PM ENT. The television camera used for the Inspection shall be one spec[fically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions_ The camera, television monitor, and other components of the video system shall he capable of producing picture quallly to the satisfaction of the Engineer, and if unsatisfactory. equipment shall be removed and no payment will be made for an unsatisfactory inspection C. EXECUTION: 1. TELEVISION INSPEOTCON: The camera shall be moved through the line in either direction at a moderate rate, Stopping when necessary to permit proper documentation of any sewer service taps_ In no case will the television camera be pulled at a speed greater than 30 feet per minute_ Manual winches, power winches, TV cable, and po eread rewinds or other devices that do not obstruct the famera view or Interfere with proper documentation shall be used to move the camera through the sewer fine. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. When manually operated wirsches are L)sed to pull the television camera through the line, telephones or other suitable means of carnmuriications shall be set up between the two manholes. of the section beling inspected to ensure good communications between members of the crew- The retin-T e isizcd_ All. television inspection video tapes shall have a footage counter. Measurement for locatiorti 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 allawed. Accuracy of the distance rater shall be checked by use of a vvalking mater, roll-a-tape, or other suitable device, and the accuracy shall be satisFactory to the Engineer. The City makes no guarantee thak all of the sanitary sewers to he ontered are clear for the passage of a camera. The methods used for securing passage of the cameral are to be at the option of the. Contractor. The cost or retrieving the Television carnera, 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 taw pints_ The television inspection must be done immediately following the lacing of the main Willi no water flow_ If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. . DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the lacafian in relation to an adjacent manhole of each sewer service talc observed during inspection. All television logs shall be referenced to stationing as shown on the plans_ A copy of these (elevision logs wdl be supplied to the City. IN27XI SC-28 PART D - SPECIAL CONDITIONS 3_ PHOTOGRAPHS: Instant developing, 35 rnm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of than Engineer, as Iorig as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS; The purpose of tape recording shall be to supply, a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shell be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days_ Equipment shall be provided to'the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes small not be erased without the permission of the Engineer. If the.tapAs_+ire of Stich poor q ua lity that the Eng ineer is unable to evaluate the ccrtiditlon of the sewer line or to locate service connections. theConti-actor sliall._be required to re- televise and provide a..good We of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion stall be ,,Fade. Also, no payment shall be ,rade for portions of Iines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANiTARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised_ The Contractor shall proVide the Engineer with tapes of a quality that the particular piece of sewer can be readll� evaluated as to sewer conditions and for pmviding appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical oleaner) to provide vtdec Image required for ilne analysis. The quantity of TV inspection shall be imaasured as the Mal length of new plpe installed. AIJ costs associated with this work shall be tncludeci in the appropriate bid Item - Post-Construction Television inspection. The item shall alio inctudo all costs of Installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area resWerits. All bypass pumping shall be incidental to the project. D- 39 SAM PLES AND QUALITY CONTROL TESTING K The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, Including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradaflDn analysis for sant) and crushed stone to be used along with the name of the pit From w1lich the ,material was taken. The contractor ehall provide manufacturer's certl0cations for all manufactured items to be used in the project and +mill bear any expense related thereto_ B_ Tests of the design concrete mix shall be made. by the corttracto?s laboratory at least nine days prior to the placing of concrete using the same aggregate, cernent, and mortar which arra to be used later In the concrete_ The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by. the cJly at Its own expense. Any retesting required as a result cf failure of the material to meet project speclflcatlons will be at the expense of the contractor and well be billed at commercial rates as 1M SC-29 PART D - SPECIAL CONDITIONS determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of Its res pon ibility to furnish, trate rials and equipmenI conforming to the requirements of the contract. D. diol less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shah provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the itnrn being tested, E. The Gontractor shall provide a copy of the tri{ ticket for each load of fill material delivered to the job site. The ticket shah specify the name of the pit supplying the Pili maIariatl, D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL. {FDR DISTURBED AREAS LESS THAN 'I ACRE) A. DESCRIPTION: This iters shall consist of temporary sail erosion, sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the pef-manent contrail measures unless olherwise directed by the Engineer and they 5I1all not include measures laken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic: liners, rubble liners, baled-hay fetards, dikes, stupe drains ani# other devices_ B C 0 NSTRU TION RE0UIREMENT ' The Engineer has tete authority to define erodlble earth and tete authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earlh material exposed by excavation. borrow and to direct the CONTRACTOR to provide temporary poilutior,-corrtroi measures to prevent contamirtation of adjacent streams, other water Courses, lakes, ponds or other areas of water impoundment. Such work may involve the constfuclion of temporary terms, dikes, darns, sediment basins, slope dralns and use of temporary mulches, mats. seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion_ Temporary Rollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are riot associated with permanent control features on the project. The Engineer will lima the area of preparing tight-of-way, clearing and grubbing, excavation and borrow to be proportional tc the CONTRACTOR'S capabllity and progress in keeping the finish grading. mulching, seeding, and other such permanent pollution-conftol measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary sail-erosion-control measures shall be performed as dirasted by the Engineer, . Waste or disposal areas and construction mads shall be located and constructed in a rnanner that will minimize the anioLini of sediment entering streams_ 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges of other structures shall be used wherever an appreci8bte number of stream cross+rtgs are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams 4_ When work areas of material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to Keep sediment from t 0/2 710 4 -30 PAIN D - SPECIAL CONDITIONS entering a flowing strearn. Care shall be taken during the consfruction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or othof obstructions placed during construction operations that are not a part of the finished work. 6, The Contractor shall lake sufflcierrl precautions to prevent pollution of Streams, lakes and reservoirs with Fuels, oils, bitumen, calcium chloride or other harmful rnatedals_ He Shall conduct and schedule his operations so as to avoid or minirnize siltation of streams, lakes and reservc irrs and to avoid interference with movement of migratory fish. C MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered substdiary to the contract and no extra pay will be given for this work_ lb-41 INGRESS AND E RES 1OB 'fRUCT'ION OF ACCESS TO DRIVES The Contractor shall provide ingress and ogress to the property being crossed by this construction and adjacent property when oonstmctlan is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed andlor rebuilt- D-42 ebuilt_D-4 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 condition equal to or better than existed prior to start of work_ Any trees or other landscape features scarred or damaged by [lie Contractor's operations shall be restored or replaced at the onlractar's expense Trimming or pfuning to facilitate the work will be permitted only by expedenced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limns of 1" diameter or larger shall be thDrou0hly treater) as soon as possible with a trey c)und dressing. By ordinance, the Contractor must obtain a permit# from the City Forester before any work (tdrnmirlg, removal, Or root pruning) can be done on treet or shrubs growing on public property Including street Fights-cf-Ways and designated alleys_ This permit can be obtained by calling the Forestry Office at 871-57313_ All tree work shaJI be in compliance with profiting standards for Class Il Pruning as described by the Nalianal Arborist Association, A ropy of these standards can be provided by calling the above number. Any damage to public trees due to negilgence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to pubtic trees shall be rrrade to the City of Fart Worth and may be withheld front funds due the Contractor by [lie City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and lied Oaf trees shall be Immediately sealed using a commercial pinning paint. No separate payment will be made for any of the work Involved for this item and ail costs.incurred will be r onsidered a subsidiary cost of the {project. !(J2? d -31 I PART D - SPECIALCONDITIONS_ D- 43 SITE RESTORATION The contractor shall be responsibie for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer- The basis for approval by. the Engineer will be grad a restoration to plus minus one-tenth (0.1) of a foot. D- " CITY OF FOIST WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, far the bid to be considered responsive. Products and processes listed In the "City of hart Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements. D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This iters small be performed in accordance wi.th the City of Fort Worth Parks and Community Services Depadment Specifications for Topsoil, Suddiag arnd Saerling. 1 TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, In ail parkways a3�d mediarws to the lines and grades as established by the Engineer, CONSTRUCTION METHODS-. Topsoii will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from street$ which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained From a barrow source_ Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum sfx (6) inches of compacted depth of topsoil parkways_ 2_ SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips. on embankments or cut stopes, or in such areas as designated on the Drawings and in aroordance with the requirements of this Specification, Recommended Buffaio grass varie ies for sodding are Prairie and 600. MATERIALS; Sod shall consist of Imre and growing Berm Lid a, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shah be allve and acceptable_ Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted foots throughout a two (2) inch minimum thickness of natIve soil attached to the roots. St_ Augustine grass sod shall have a. healthy. virile root system of dense. thickly matted roots Throughout a one (1) Inch minimum thickness of native soil attached to the roots. The sad shall be free trom obnoxious weeds or other grasses and shall not contain any mailer deleterious to its growth or which mIght affect its subsistence or hardiness when transplanted, .Sod to be placed between curb and walk and an terraces shall be the same type grass as adjacent grass or existing lawn. r0r; a -32 - PAIN D - SPECIAL CONDITIONS Caro shall be taken at all times to retain native soil on the roofs of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so direr-ted by the Engineer, the sold exisling et the source shalt be watered to the extent required prior to excavaling. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METI-10DS, After the designated areas hav� been completed to the lines, grades, and cross ectiom; shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter deSCribed. Sodding shall be either "spot" or "block"; either 8erzrruti , I Lrffaro or St_ AupusVne grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (fit) inches on Centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded_ In all furrows, sots approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the soil shall not he more than erre-half (1/2) inch below the finished grade Holes of ecluNalent depth and sgacing may be rased instead of fUrfoVV$. The sari shall to firm amUnd each block and then the entire sodded area shall be carefully rolled ith a heavy. hand roller devolopinU fifteen (15) to twenty-five (2 5) pounds per square inch ccmpresslon, Hand tamping may be required on terraces. b, dock Sodding. At locations ora (lie Drawings or where directed, sod blocks shall bi-. carefully placed on the prepared areas_ The sod shall be so placed (hal the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compacl solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall._ upon direction of the Engineer, be pegged with wooden pegs driven through the sad block to the firm earth, sufficiently close to hold the black sod firmly in place. When necessary, the sodded areas shall be smoothed after planfing has been completed and shaped to conform to the cross-section previcosly provided and existing at the tinin sodding operations were begun Any excess dirt from planting operations shall be spread uniformly over the adjawnt areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until conipletiofi and final acceptance of the project by the Baty of Fart Worth. 3. SEEUNG DE S GRIPTI 0N; "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across Stich areas as may be designated on tips Drawings acrd ire accordance with these S pec ificatlons_ MATERIALS: fOa.7104 SC-33 PIAT D - SPECIAL. CONDITIONS a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, mama, type of seed, and that the seed meets all requirements of the Texas Seed Law_ Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shalt bo within nine (9) months of time of delivecy to the project. Each variety of seed shall be furnished end delivered in separate begs or containers_ A sample of each variety of seed shall be furnished for anaiy+sis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: ommon_.Na.me putty Germination Common Bermuda Grass 95% 90% Annual Rye Grass 95110 95910 Tail Fescue 95% 90% Western Wheatgrass 9.5% 90% Buffalo brassVat ieties Top Gun~ 95% 90% Cody 950/0 90% Table 'I 20.2.(2)a. URBAN ARCA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seer! (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates (r asternSections) (1 extern actions) All Sections) Feb 1 Sermudagrass 40 Buffalograss 817 Sermudagrass CSI} to Buffalograss 60 Bermudagrass 20 84falograss 40 May I Total. 100 Total- 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (1b) Faure Live Seed (PLS) DatesAI( � ellen ) Aug 15 Tali Fescue 50 to Western Wheatgrass 50 May t Annual Rye 50 Total: 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown an the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a_ Watering. Seeded areas shall he watered as directed by the Engineer so as to prevent washing of the slopes or diislodgmeni of the seed. b_ Finishing. Where applicable, the shoulders, slope, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operahond; were begun_ f W7 7A)4 SC-34 PART D - SPECIAL. CONDITIONS BROADCAST SEEDING. The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on (tie Drawings and where directed. If the sawing of seed is by hand, rather than by mechanical methods, the seed small be sawn in two directions at right angles to each other, Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application► for both is obtained. "Finishing" as specifred in Section D-45, Construction Methods, is not applicable since no seed bed preparation Is required. DISCED SEEDING, Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minitmM. rn depth of three (3) inches and all patticles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall their be finished to line 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 Band rather than by mechanical methods. seed shall be raked or harrowed into the sail to a depths of approximately one-elght (118) inch. The planted area stall be rolled with a corrugated roller of the " ultipackee' type, All rolling of the slope areas shall be on the contour_ ASPHALT MULCH SEEDING: The soil over the area shown on the Dra Ings, or as directed to be seeded, shall to Ioosened to.#ire rnirrimurn depth of three ( ) inches and all particles in the seed tied shall he reduced to Jess than one (1) Inch In diameter, or they shall be removed_ The area shall then be finished to lute and grade as specified wieder "Finishing" in Section D- 45, Construction Methods. Water skull then be applied to the cultivated area of the seed bed until' a Minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable. the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical melhodsr the seed shall be sown in two directions at right angles to each other. Seed and feriNzer may he distributed at the same tune, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1!4) inch. The p[an led surface area and giving a smooth st,rlace whthout ruts or tracks. In between the time compacting Is completed and the asphalt is applied, the planted area shall be wagered suffidently to assure uniform moisture from the surface to a minimurn of six (6) inches in deplh. The application of asphalt shall follow the last watering as rapidly as poi shble. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to khe requirements of the Item 360, "Asphalts, Oils and EmuGsions". if the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then IVIS-2 shall be used. Applications of the asphtal( shall be at a rate of three-tenths (0_3) gallons per square yard, It shall' be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES. Areas where temporary cool season species have been planted may be replanted beg.Inning Februi3ry 1 with warn~ season species as Ifi%ted In Table 120.2(2)a. The re-seeding will be achieved in the following manner_ The cool season species shall be mowed clown to a height of one (1) inch arra -3b PART T D - SPECIAL CONOITIONS to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate sail penetratlon. ' Slit-seeding, is achleued through [lie use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cult packer wheel. 4- HYDROMULC1-1SEEDING: If hydro mulch seeding is provided, seed mix shall have 064 purity of Bermuda grass and have a germinaf{on rate of 90°16. Contractor shall ensure that the grass estah[is f1es, 5, CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILI FR 0E SCR IPTI 0N: "Fertilizes' will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS.- All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis- The fertilizer is subject to testing by the City of Fort Worth In accordance wish the -i'exxas Fertilizer Law. A pelIete!d or granulated fertllizer shall be used with ars analysis of 16-20-.0 or 16-5-8 or having the analysis shown on the Drawings- The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural hemists- In the event it is necessary to substitute a fertilizer of a different analysis. It shall be a peUeted or granulated fertilizer with a lower concentration- Total amount Of nutrieht5 famished and applied per acre shall equal or exceed that specified for each nutrient CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulalt!d fertilizer shall be applied uniformly over filo area specified to be fertilized and In the manner directed for the partkcular item of work- Feftilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Oistribution of fertilizer as a particular item of worts shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rete of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding" MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will he made only on topsails secured from borrow sours. Acceptable materittai for"Seeding"will be measured by the linear foot, Complete in place. Arceptal)le material far "S adding" will be measured by the linear foot, camplete in place. Af:ceptable material for "Fertilizer" shall be subsidiary to the pace of sodding or seeding. PAYMENT. All work perfamtied as ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bad documents to he paid for at the unit price bid PART D - SPECIAL CONDITIONS for each item of wank. Its price shall be full compensaflon for excavating (except as noted below), loading, hauling, placing and fumishiW all labor, equipment, tools, suppliesr and incidentals necessary to complete. work. All labor, equipment. tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding' bid items and will not be paid for directly- "riot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price sbail be the total compensation for furnishing and placing all sod; for all rolling and tamping; icor al watering; for dispcsal of all surplus maledals; 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 " easurement" shall be paid for at the unit price For "Seeding", or "Sodding", of the type specified, as the case may be. which priice shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows- Fertifizer material and applicatiman will not be measured or paid for directly, but is carnsidered subsidiary to Sodding and Seeding, D- 46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY Pf OGRAW whfch must meet OSHA requirements for all its employees and subcontractors at all tifnes during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit rewired confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM' for all applicable' manholes and maintain an active file for those manholes. The cost of complying with this program shall be subsidiary Ic the pay itenis involving work in confined spaces, D- 47 SUBSTANTIAL COMPLETION INSPEDTION1FINAL INSPECTION 7. Prior to the final inspection being conducted fOF the project. the conlractor shall contact the city inspector in writing when the entire project Or a designated portion of the project is substantially complete. B. The inspector along with appropriate Coity staff and the City's consultant shall make ars inspection of the substanflalEy completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. g. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have leen completed or corrected. 10. Payment for substantlai completion inspection as well as final irfspeclion shall be subsidiary to the project pace. Contractor shall slill be required to address all Other deficiencies, which are discovered at the time of final inspection, 11, Fina[ Inspection shall be In conformance with general r,cndition ittt:m "C5-5.18 Furst Inspection" Of PART C - GENERAL ONDITION - f&7 7M4 SC-37 PAIN D - SPECIAL CONDITIONS D- 40 EXCAVATION NEAR TREE (WHERE IDENTIFIED ON THE PIANS) 1. The Contractor shall he respDns{bin for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work slte. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling1tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by otecting a "snow fence" along the drip lire or edge of the tree root system between tree and the construction area. 3- Contractor shall Inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations, The 1=ngirief�r shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip Gyre area of any tree. 5. Before ex vaben (cuff the rioadway) within the drip line area of any tree, the earth shall be ,,awout for a minimum depth of 2 feet, 6- At designated locations shown ori the drawings, the "short tunnel" rnethad usirL9 Class 51 0-11. pipe shall he utilized. 7 Except in areas where clearing is allowed, all trees up to W in diameter datraged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. & Contractor shall employ a qualified landscaper for all the work required 1'nr tree care to ensure utilization of the best agrir.ultural practic8s and procedures. 9. Shorl tunneling shall consist of power augering or hand excavatlon. The tunnel diameter shall not be larger than 1-112 times the outside pips diameter. Voids remaining after pipe installation shah be pressure growled. U- 45 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Condract Unit Price per llnear toot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated- The Contract Unit Price shail include all costs associated with installation and reinforcement of the concrete encasement- D- 50 CLAY DAM Clay darn construction shad be perforated in accordance with the Wastewater Clay ream Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed loll to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2;27 concrete. Payment far work SUch as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D- 51 EXPLORATORY E CAVAT110N (D-HOLE) ra�710-r -38 PART D - SPECIAL CONDITIONS The Centractur shall be responsible for verifying the locations of a existing utilities prior to construction, in accordance with item D-6, At locations identified on the draiwings. contractor shall conduct an exploratory excavatten (13-Hole), to locate and verify the location and elevation of the existing underground utility where it may he in potential conflict Wlth a proposed facility alignmeni. The exploratory excavation shall be conducted prier to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (includln+g surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. if the contractor determines ars existing utility is ire conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications- The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet- the approval of the City inspector. Thp contractor shall be liable for any and all damages incurred due to the exploratory excavallon (D-Hole), Payment shall not be tirade for verification of existing utilities per item D-6- Payment fbr exploratory excavation (D-Hole), of locations identified an the plans or as directed by the Engineer, shall include furl compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the wens, shall be the unit price bid. No payment shall be made for exploratory excavations) conducted after construction has begun, D-52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride (PVC) Water Pipe POL lNYL Chlorlde Plastic Wafter Pipe and fittings on this Project shall be its accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, Mocking, detectable tapes and all other associated appurtertant required, shall be included in the linear foot price bid of the appropriate BID iTEM(S)- 52.2 Blocking Concrete blacking on this Project will necessarily be required as shown an the Flans and shall bs installed in accordance with the General Contract Documen(s- All valves shall have concrete biockiing provided for supporting. No separate payment will be made for any of the work involved For the item and all costs incurred will be considered to be inc[uded in the Iii near foot bid price of the pipe or the bid price of the valve. 62.3 Type of Casing Pipe 1, WATER The casing pipe for open cut and bored or tunneled section .shall be AWWA 0-200 Fabricated Electrically Weided Steel Water Pipe, and shall conform to the provFsicns of E1-15, P1-5 and EI-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be'supplied las follows-. For the inside and outside of causing pipe, coal-tar protective coating in accordance with the requirements of Sec- 2.2 and related sections in AWWA -203, Touch-up after field wells shall provide coating egvaI to those specified above. - Minimum Ihickness fo- casing pipe used shall be 0,975 inch. i a7 5 - 9 PART D - SPECIAL CONDITIONS_I Stainless Steel Casing Spacers {centering style} such as rnanutactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concmte pipes when installed in casing, installation shall be as recamrfendled by the Manufacturer. . SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Con structicn stands rd E2-1 5 as per Fig. 110 of the General Contract Documen%. 3. PAYMENT: Payment fGr all materials, labor, equipment. excavation, concrete groat, backfill, and incidental work shall t>e included in the trait price. bid per foot. 52.4 Tie-ins The onit-actor shall be responsible for making tics-iris to the existing water mains. it shall be the responsibility of the Contractor to verify the enact location and elevation of the existing line tie-ins_ Arrd any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction, 'rhe cost of making ile-ins to existing water or sanitary sever mains shall be included in the linear foot bid pflce of the pipe. 52.5 Connectlon of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulatian of existing water or sanitary sewer lines prior to manufacturing of the connecting {dace, Any differences In-locations, elevation, corifaguradon, and or angulatibn of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down tifne shall be coordinated with the Engineer. and all efforts shall be irade to beep this down time to a minimurc. In case of shutting down an existing main, the Contractor shall not11'y the Manager, Construction ervices, Phone 871-7813, at least 4$-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page 0545(5), PART C - GENERAL CONDITIONS OF THE VVATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedules of the service interruption_ The cost of removing any existing concrete blocking shall be included In the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size_ 52.6 Valve Cut-Ins Q may be necessary to cut-in gate valves to isolate the water main from which the extension andlor replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cutins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill. bedding, fittings, blocking and all other associated appt,rtenants required, shall t:K� included in the price of the appropriate bid items. =27 4 -40 PART D - SPECIALCONDITIONS_ 52.7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer_ All servlce's shall be constructed by [lie contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, ureter loxes, and if required approved manufactured service branches_ All materials used shall be as specified in the Material Standards (E1 17 & E1-18) contained in the General C infract Documents All water services to be replaced shell be installed at a minimum depth of 36 inches below final grade. A]I existing 3/4-inch water service lines whirl) ore to be replaced shall be replaced with f- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corpaFation from the mein line to the meter box. All services which are to be replaced or relocated shall be installed with the service mein tip and servIce line being in line with the service meter unless otherwise-directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified In Sedion O5--5.45 INTERRUPTION OF SERVICE. All water service meters shall he removed, tagged, and collected by the contractor for pickup by the Watef Oppartrnent for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the coritractor shall install the meter. The meter box shall be reset ars necessary to be flush with existing ground or as othefwise directed by Ilia E=ngirneer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. 11V TF-R SERVICE REPLA EMENT& Water service repEacerrient or relocation is required when the existing service is lead or is too shallow to avoid breakage during sheet reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, Curb step with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any re[ocaiion of up to 12-inches from center litre existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to fire (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall ISA subsidiary to the service installation. Payment fol all wofk and materials such as tap saddle (If required), corporation stops, and fittings shall be included in [lie price bid for Service Taps to Main_ 1. WATE=R SERVICE RECONNECTION: Water service recorinection is required when the existing service is capper and at adequate depth to avoid breakage dudrig street recanst=Uon_ The contractor shall adjust the existEntg water service Eine as required for reconnection and furnish a new tap with corporation stop. Tho contractor will be paid for PAIN D - SPECIAL. CONDITIONS one (1) service Tap to lvlain for each service reconnected plus for any copper service line used io excess of five (5) feet from Main to five (5) feet behind the Meter. _ WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter bait is required and the location of the meter and meter box is moved more than twelve (1 2) inches, as measured from the center Iine of the existing meter to location to the center tine ohhe propai ed meter locatiarl, separat6 payment will be allowed for the relocation of service mete' and meter box. Centerline is defined by a line extended from the servioe tap through the ureter, Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of In feet of copper service line. When relocation of service motor and meter box is required, payment for all work and materials such as backPll, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation All other costs will be included in other appropriate bid items). This item will also be used to pay for all service meter and meter box ralocations. as required by the Engineer when the service line is not being replaced. Adjlastinent of only the meter box and customer service line withkn 5 feet distance behind the mater will not justify separate pay+merxt at any time Locations with multiple service branches w0l be pairs for as one service meter and meter box relocation_ 4, NEW SERVICE: When new sefvices are required the contractor shall install tap saddle (when required), corparation stop, type K copper service line, curb stop with lock wings. and meter boy€. Reinforced plastic meter boxes with cast Iran lid shall be provided for all 2 inch water meters or smaller_ The reinforced plastic water meter boxes shall comply with section E1-18A-- Relnforced Plastic Water Meter Boxes_ Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock vdngs shall be included in the Linear East price bid for Service Lure from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops., and fittings shall be included in the price bid for Service Taps-to Mains. Payment for ail work and materials such as furnishing and setting new meter box shall be Included in the price bid for furnish and set meter box. 1. MULTIPLE SERVICE BRANCHES- When multiple service tranches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple se rvice branch only and all other cost will be Included in other appropriate bid itern(s), 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER. Any multiple service Imes with taps servicing a single service meter encountered during construction shaiI be replacers with one service line that is applicable far the size of the existing service meter and approved by the Engineer. Payment Shall be made at the unit bid price in the appropriate bid ftem(s), 52.8 2-Inch Temporary Service Line r rb..rr" SC-42 PAIN D - SPECIAL CONDITIONS A. The -inch temporary service main and 3!4-inch service Iiincs shall be installed to provide tern porary water service to a I I buildings that will necessarily be requited to have se Ve.(ed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary servlce connections and permanent service reconnections with the building owners and the Engineer in order that the uvork be performed its an expeditious manner, Severed water service must be reconnected within 2 hours of discont[nuance of servlre. A -inch tapping saddle and 2-inch corporation stop or2-inch gate valve With an appropriate fire hydrant adapter fitting shall be required at the temporary servIce point of connection to the City water supply. The -inch temporary service main and 314-inch service lines shall be installed in accordance to the attached figures 1. 2 and 3. " temporary service line shaII be cleaned and sterilized by using chlorine gas or chlorinated I i m e (HTI-1) prior to insta Nation, The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement_ Upon restoring permanent service. the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The tempofary service layout shall have a minimum available flow rate of 5 GIM at a dynamic pressure of 35 PSI par service tap. This criteria shall be used by the. Contractor to determine the length of temporary service allowed, number of service taps and number of feed paints. When the temporary service is required for more than one location the -inch temporary service pipes, 314-inch service Ilnes and the 2--inch meter shall be moved to the nett successive project location. Payment fo{ work such as Wings. 3/4-mch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appgrtenants required, shall be included in the appropriate bid item. B. in order to accurately measure the amount of water Used during construction, the Contractor will install a fire hydrant meter for all temporary service fines_ Natter Used during construction for flushing new mains that (-anriot be metered from a hydrant will be estimated as accurateGy as possible. At the pre-construction conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used_ The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns hose meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor The later Dnpallrnerlt Meter Shop will evaluate the condition of the meters jjpon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Arfiy water that the contractor may need for personal use will require a separate hydrant rooter obtained by the Contractor, at its cost, from the Water Department. 52.9 Purging and Sterilization of Water lines f3efore being placed into service all newly constructed water lines shall be purged and sterilized in accordance with 172-24 of the General Contract Docorrients and Specifications �a -43 T PART D - SPECIAL CONDITIONS except as modified herein. The City will provide all crater for INITIAL cleaning and sterilization of water lines. All materials for construclion of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (I-ITI-I) shall be furnished by the Contractor_ Ghtorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary s�vUer not be available, chlorinated water shall be "de-ohlorinaledo prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water Iines 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 Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may Groes or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no crass connections are made between pressure planes 52.11 Water Sample Stator GENERAL: All water sampling station installations will be per attached Figure 34 or as required in laPge water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the CQnfradcr free of chane; However, the Contractor wi[I be requited to pick up this Item at the Field Operations Wafehiause, PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and inateriais necessary for the installation of the 3!4-inch type K copper service line will be shaII be included in the price bid for copper Service* Line From Maim to Meter. Payment for atl work and materials necessary for the inst,alla#lon tap saddle (if required), corporation stops, and fittings snail be included in the price bid for Service Taps to Main_ Payment For all work and materials necessary for the instalintion of the sampling slation, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample SIalion s. PAl'A+1(;NT FOR FIGURE 33 INSTALLATIONS- Payment for all work and materials necessary for the installation tap saddle. gate valve. and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, rmod1fication to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shalt be included in the price bid For Water Sample Stations_ 52.12 Ductile Iron and Gray Iron Fittings 10 ;I4 -44 FART D - SPECIAL CONDITIONS Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Ilan Pipe, fittings, and Specials. Sub Section E -7,I 1 Cast Iron Fittings; E2-7-11 DUCTILE-IRON AND GRAY4RON FITTINGS All ductile-iron and gray-iron fittings shall be furnished with cernant mortar lining as stated ir7 Section E-1-7. The price bid per ton of fittings shall be payrinent in full for all fittings. joint ac ssories, polyethylene wt-apping, horizontal concrete blocking, vertical tie-clown concrete hlocking, and concrete cradle necessary tar construction as designed. All ductile-iron and gray.-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material' SpeciGcatlon E1-13 and Construction Specificatlap E2-13. Wrapping shall precede horizaRtal concrete blocking, vertical tie- di w*n concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blacking, vertical tie-down concrete blacking, and concrete cradle shaft be included in bid items for vales arrd fittings and no other payments will' be allowed. D- 53 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Spe6fications Item 200, "Sprinklirkg for Oast Control" shall apply. However, no direct payment will be made for this item and It shall be considered to this contract. a- 54 DEWATERING The Contractor shall be responsible for determining the mathod of dewatering apdration for the water or sewage flows tram the existing mains and ground watef The Contractor small be responsible for d2image of any nature resulting from the dewatering operations, The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer Ground wafer shall not be discharged into sanitary sewers. Dewatering shall be cons[dered as Incidental to a 'COnStruction and all rusts incurred will be mnsldered to be Included in the project price. D- 55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to pr veM any water Rowing into open trench during currstruction. Contractor shall nD1 leave excavated trench open overflight. Contractor shall fill any trench the same day of excavatian. No extra payment shall be allowed for this special condition_ D. 56 TREE PRUNING A. REEERENGES. NationaI Arborist Association's "Pruning Standards for Shade Trees". 8. ROOT PRUNING EQUIPMENT 1, Vibratory Knife 2, Vermeer V-155ORC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE PART D - SPECIAL. CONDITIONS 3. Steel 'To _ Bar stakes, 6 feet long, 4_ Smooth Florse-Wire= 14-1f gauge (medium ganga) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging- "Tundra" weight. International fluorescent orange or red color. B. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh tacking as shown an the DravOngs. D. BOOT PRUNING 7 Survey and stake location of rootpruning 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, 9_ Backfill and cnmparct the trench immediately after trenching. 10, Place a 3-font wide by 4-inch deep cover of mulch over the trench as required by the Engineer, 11, Within 24 hours, Prune flush with ground and backfill any exposed roots due to construction activity Cover with wood chips of rnutch in order to equaliz'e zwil temperatLlre arid minimize water Foss due to evaporation, 12. Limit any grading work within conservaSion areas to 3-Inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or crit by specified methods. equipment arra protection, E. MULCHING. Apply --inches to 4-inches of wood chips frorn trimming or clearing operation on areas designated by the Engineer, F Tree Pruning shall be considered stpbsid€ary to the project contract price_ D. 57 TREE REMOVAL Trees to be removed shall be removed uslhq applicable methods, Including stump and root ball removal. loading, hauling and durrnping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner_ All costs for tree removal, IncludIng temporary service casts, shall be considered subsidiary to the project contract price and no additional payment will he allowed_ b. 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the sills, including the amount of rock. If any, through which this pipeline Installation fs to be made is the responsibility Df any and all prospective Kidders, and any bidder on this project shall submit his kid under this condition, Whether prospedive bidders pefform this subsurface exploraWn jointly or independently, and 17F;Ether they make surly determination by the use of gest holes or other means, shall bP left to the discretion of such prospective kidders fit -4B PART D - SPECIAL CONDITIONS If test borings have been made and are provkdad for bidder's information, at (lie locations shovvn on the logs of borings In the appendix of this specification, Jt is expressly declared that neither the City nor the Engineer guarantees the accuracy for the Information or that the material encountered 41 excavations is the same, either in character, location. or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for Interpretation of thiese records and fol- ritiaking and maintaining the required excavation and of doIng other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe DY 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project. the C0hff icier 0311, on a blo6k 'by block basis. prepare and deliver a notice or flyer of the pendiitig construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows,- The ollows:l ie notification notice or flyer shall be pasted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer skull be prepared on the, oolractor's lelterhencl and shall include the following information: Name of project, DOE too_. Scope of Project (Le. type of construction activity), actual construction diaration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the Cily's after-hours phone number. A sample of the 'pre-construction notificaOan' flyer is attached_ The corrlractor shall submit a schodule showing the construction start and finish tirxie for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prfar to being distributed. The contractor will not be allowed to begin r,onstruction on any block until the flyer is delivered to all residents of the block. In the evens it becomes. necessary to temporarily shut down water, service to residents or businesses during coragtruction, the contractor shall prepare and dellver a notice or flyer of thte pending intermption to the front door of each affecled resident_ The notice shall be prepared as follows: The notification or flyer shall be pasted twenty-four ( 4) prior to the ternporary interruption. The flyer shall be prepared on the contractor's tetterhead and shall include the following information: Mame of the project, DOE nimber, the date of the interruption of service, the period the interruption will take place, the name of the contractor's toreman and Ibis phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is altached, copy of the temporary interruption notffication shall be delivered to the inspector for his review prior to being distrib4Ated. The ccntfa(-ter shall not be permitt6d to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the OonstFUCtien office at (817) 871-8306- k a12 71-8306_kali 7/04 -47 PART D -- SPECIAL CONDITIONS All work Involved with the notification flyers shall be considered subsidiary to the contract prig and no additional compensation shall be made. D- 60 TRAFFIC BUTTONS Tha removal and replacement of traffic buttons is the responsibility of the contractor and shWI be considered a subsidiary item. in the event that the contractor prefers for the Signals, Signs and Markings s Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact BSIVID at (817) 871-8770 and shall reimburse SSMD for all casts incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary server service line is installed or replaced, tete Contractor shall install a two- way serv€i;.e cleanout as shown in the attached detail. Cleanouts are to be installed out of high tFaf€ic areas such as d4vaways, streets, sidewalks, etc_ whenever possible_ Whian it is not possible, the cleanout stack and cap shall be cast Iron. Payment for all work and materials necessary for the installation of the two-way service cleanoijt hich are required to provide a complete and functional sanitary sewer cleanout shall be included In the price laid for Sanitary Sewer Service Clean outs _ D-62 TEMPORARY PAVE ME14T REPAIR The Contractor shall provide a temporary pavement repair immediateiyr after trench backfill and compaction using a minimum of 2-inches of bot mix asphatt over a minimum of 8-inches of wmpacted flex base. The existing asphalt shall be saw out to provide a u6ifurm edge and the entire widths and length of tha temporary repair shall be railed with a steel asphalt railer to provide smooth rideabJlity on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cast of saw cutting shall he subsidiary to the temporary pavement repair pay item, The contractor shall be responsible for maintaining the temporary pavernent until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization_ No additional compensation shall be made for maintaining the temporary pavement. D- 63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other cusi<omary method of markings as may be found consistent with professional practice, establishing Ilne and grades for roadway and utility construction, and centerlines and benchmarks for briltlgework. These stakes shall be set sufficiently In advance to avoid delay whenever practical. One set of stares shall be set for al utillly-const,ructlon (water, sanitary sewer, drainage etc.), and ane set of excavationlor stabilization stakes, and one set of stakes for curb and gutterior paving_ It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stapes furnished until completion of the construction phase of the project for rich they were furnished. If the City or its agent determines that a sufficient number of stakes or markinUs provided by the City, have been last, destroyed, or disturbed, to prevent the proper prosecution and control of the work conlracted for In the Contract Documents, it shall be the Contractor's responsibility, at the r 7rrra SC-48 PART D - SPECIAL CONDITIONS Contractor's sole expense, to have such stakes replaced by ars individual registered by the Texas Board of Professional Land Surveyor as a Reg istared Land Surveyor, No claims #or delay due to lack of replacement of construction stakes will be accepted, and time will continua to be charged in accordance with the Contract Documents. D- 64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-ot-entry agreements, and/or permits to perform work on private property. The Clty has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on Uty owrted facilities, such as sewer lines or manholes- For locations where the City was unable to obtain the easement or right-af-entry, it skull be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subs1diary to the contract. The agreements, which the City has obtained, are aVailatile to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall to the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to alt requirements of Paragraph C6-6.10 of the General Contract Documents_ The Contractor's attention is directed to the agreement terms along wlth any special conditions that may have been imposed on (hese agreements, by the property owners- The easements anti/or private property shall he cleaned up after use and restored to its original condition or better- In event additional work room is required by the Contractor, It shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property tequlred- No additional payment will be allowed for this Item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be re.sponsible for ccmplying with all provisions of such permits, Including obtaining The requisite insurance. and shall pay any and all costs associated with or required by the permits}, it is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroadlagency for all 11agmen during construction in railfoadlagency right-of-way. For railroad permits, any and all costs associated i(h compliance with the perrni(�S) including payment for flagmen shall be subsidiary to the bid item pi-(M f.6r boring under,the rpilroaid- No additional payment will be allowed for this item. D- 66 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been he[d but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. Ther contractor, inspector. and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but In no case vwiII construction be allowed to begin until this meeting is held. D- 66 WAGE BATES The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of tuft Worth, Texas, in accordance with statutory requirements, as beim the prevailing classifications and rates that small govern on all work performed by the fagM SCA9 _ PAIN D - SPECIAL CONDITIONS Gontrnctor or any Subcontractor ori the site Of the project covered by these contract Dccu111a1lts_ In no event shall less than the following rates of wages be paid_ (Attached) D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to compiy with the requirements of the Asbestos National ErnIsslons Standards for Hazardous Air Pollutants (NESHAP) found at 40 GFR Part 61, Subpart M. 1'hls specification wlli establish procedures to be used by all Excavators in the removal and disposal of asbestos cornent pipe (ACID) in compliance with NUSHAP. Nothing in this specification stall be construed to void any provision of a contract or o(her law. ordinance. regulation or policy whose requirements are more stringent. B_ ACP is defined under NESHAP as a Category 11. non-friabfe material in its intact state but which may became friable upon removal, dernolitien and/or disposal. Consequently. if the removall disposal preress renders the ACID fr[able, it is regulated tinder the disposal requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas Department of Health. The notification must be filed at Ieast ten daYs prior to removal of the material_ if it remains in its non - friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste, The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand presstires. C. The Generator of the hazardous rnaterOl is responsible for the identification and proper handling, transporlatlon, and disposal of the material. Thererere, it Is the policy of the City of Fort Worth that the Excavator is the Generator regai-diess of whother the pipe is friable or rant. D_ It is the intent. of the City of Fort Worth that all {SCP shall be removed in such caref UI and prudent manner that it rernains intact and Mees nol become friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result, E_ Compliance with all aspects of worker safety and health regulatinns including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator_ The City of hart Werth assumes no responsibility for compliance programs. which are the ressponsibility of the E Qavator, (Copy of forms attaohed) F The removal and disposal of ACF shall be subsidiary to the cost of installing the new pipe unless Otherwise stated or indicated on the project plans or contract documents, D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER T1 AN 1 ACRE) PERMIT; As defined by Texas Commission on Environmental Quality (TCEQ) regulations. a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construccticn Activity) or five or more acres of total land (Large Construction Activity) The contractor is tieMfined as an "operator" by state regulations and is required to obtain a permit_ Information concerning ravrcw - 0 PART D - SPECIAL. CONDITIONS the permit can be obtained through the intemet at http.flw+vw_tnrcc_state.IX.u51permittirEglwater perm/wWperrmlconstruct.html. Soil stab[lization and structural practices have been selected and designed in accordance wl(h North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (SMP Manual). This manual can be obtained through tine Intemat at www.df stermwater.comirunoff.html_ Net all of the structural controls discussed in the BMP Manual will nececsarlly apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical contrals and possible reduce costs. The methods of control shall result in minimum seftient retention of not less than 70%_ NOTICE 4F INTENT N011 if the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre construction meeting a T EQ Notice of Intent (NO 1) form prepared by the engirieer. It serves as a notification to the TC EO of Wnstruetion activity as well as a oornmitrnent that the contractor understartds the requirements of the permit far storm water discharges f{om construction activities and that measures will to taken to implement and maintain storrn wafer pollution provention at the sRe, The-NOI shall be submitted to the T ECH at least 48 hours prior to the coot rector moving an site and snail include the req uJred $100 applica#ion fee_ The NOI shall be maril#d td; Texas Commission on Environmental Quality Storm Water & General Permits Team. MC-228 P_D_ Box 13087 Austin, TX 78711-3087 copy of the NQi shah he seat to- City of Fort Worth Department of Environmental Management 8000 lVI LK Freeway Fart Worth, TX 76110 NOTICE OF TERMINATION (NOT); For all sites that qualify as Large Cori struction Activity, the contractor shall sign, prior to final payment, a TGEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site Is no longer subject to the requirement of the permit. The NOT should be mailed to, Texas Commission on Environmental Quality Storm Water & General Permits Team; -228 P.0, Bax 13087 Austin. TX 78711-3087 TORR WATER POLLUTION PREVENTJON PLAN (S VPPP)- A document consisting of an erosion cdntrol and toxic wash rrtanagement piar7 and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available For viewing at the plans desk of tine Department of Engineedng. The selected Contractor stall be provided with three copies of the SWPPP after award of contract. along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN ACRES, A Notice of Intent (NOI) form shall be completed and subfnittod to the T EQ including CIO Q � INDY f ��PI RTHI VX DAFT D - SPECIAL CONDITIONS payment of the TG EQ required fee. A SWPPP that meets all TG EQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before [lie commencement of construction actMtaes, The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP, Deviations from the plan must be submitted to the engineer for approval_ The SWPPP is not warranted to meet all the conditions of the permit since the actual construction actiiviti(s may vary from lhcse anticipated during the preparation of the SVVPPP. Modifications may be required to fuller conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the cons(ruction site_ Any alterations to the SVVPPP proposed by the contractor must be prepared and submitled by the contractor to the engineaf for review and approval_ A Notice of Termination (NOT) farm shall be submitted within 30 days after final stabilization has been achieved on all por'tiens of the sate that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized SMALL CONSTRUCTION ACTIVITY- Q1 BjR8ED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN.-FIVE BORES; Submission of a NO form is not required. However, a TCEQSSite Notice form must: be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at lho address listed above, A SWPPP, prepared as described above. shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included In the contract documents. The control measures shall be installed and maintained throughout the construction to assure effeQtiva and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale bikes, ruck berms, diversion dikes, interceptut- swales, sediment traps and basins, pips~ slope drain, inlet protection, stabifted constructicn entrances, seeding, sodding, mulching, sail retention blankets, or other structural or non-structural storm water pollution controls. The method of Contra shall result in a mIntmum sediment retention of 70% as definer) by the NCTCOG "SNIP Manual,' Deviatticns from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP I.h21_PLEMEf TATIOM Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL CONDITION D - 46 SHALL BE APPLICABLE. D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any everd that will require con nedting tb of the opera(ion of an existing City water line system with the City's representative, The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requ]re s'that a water valve an an existing live system be lamed off and on to accom modate the construction of the project, the Contractor must coordinate this -activity through the appropriate City representative. The Contractor shall not operate water line valves cif existing-water system- Failure to comply will render the Contractor in viGlation of Texas Penal Code Titie 7, Chapter 28.03 {Criminal Misch W) and the Contrar-tor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. 1't716+ C}-52 PARS' D - SPECIAL NDIT1 N 0-70 ADDITIONAL S U B MI TTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project tin submit such additional information as the Clty. In sole discretion may require, including but not limited to manpower and equipment records, information about ksy personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to-deliver a quality product and successfully complete projects for the amount bid within the stipulated time frarne- Based upon the City's assessment of the submitted Information, a recornmendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may to grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified In writing of a recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule; the following process shaH be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be mmpared to the percentage of time charged to the contract. IP the amount of work performed by the contractor is fess than the percentage of time allowed by 20 or more (example: 10% of the work completer[ in 30% of the stated contract time as may be amended by changer order}; the following proactive meatsures will be taken I. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that, w1thlin 10 days from the date that the lette{ is receiver{, it provide sufficierit equiprneat, mate rlai$ and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule sho ing how the project will be completed within the contract time. 2. The Project Manager and the Directors of the Department of Engineefing, Water Depariment, and Department of Transportatlon and Public forks will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council mernbers may else be informed- 3. Any notice that may, in the City's sale discretion, be required to be provided to interested individuals will distributed by the En kneering Department's Public Information Officer 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Eng.1needng De parirment's Public Information Officer will, if necp nary, thea forward updated no#less to the interested individuals. 5. J the contractor fails to provide an acceptable schedule or fad's to perform satisfactorily a second time prier to the completion of the contract, the bonding company wIl# be notified appropriately- D-72 AIR POLLUTION WATCH DAYS tazra -5 PAIN D - SPECIAL CONDITIONS The Contractor shalI be required to observe the following guidelines reiating to working on City ccnstTuction sites on days designated as "}SIR POLLUTION WATCH DAYS" Typically, the 07-ONE SEASON, within the Metropiex area, runs from May 1. through OCTOBER 31 , with 8,00 a.in, - 10.00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO SAKE IN THE HOT XFMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMAT ION. . The Texas Commission on Environmental quality (TCEQ). in coordination with the National Weather S ervice, trill issue the Air PeIlutian, Watoh by 3;00 t3_m_ on the afternoon prior to the WATCH day. On designated Air Pollution Watch pays, the Contractor shall tear the responsibility of being aware that such Mays have been designated Air Pollution Watch Days and as such shall not beg irn work until 10,00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour_ However. the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than I Your, or if equipment is new and certified by EPA as "Lovwr PrnitIii ng" or equipment burns Ultra Low Sulfur Diesel (UL D), diesel emulsions, or altealatiVe fuels such as CNG If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7.00 a,m. - 8:00 p.m., on a designated Air Poliution Watch Day, that day will be considered as a wveather day and added auto the a[Iowa ble weather stays c a given monI h D-73 FEE FOR STREET USE PERMITS AND RE-iN PECTION A fee for street use penults is in effect. In add Itiati, a separate fee for re-inspections for parkway construction, such as driveways. sidewalks, etc_, will be requjred. The fees are as tallows.. 1. The street permit fee ir, $50.00 per permit with payment due at the t1me sit permit application. 2. A re-inspection fee of $25.00 will be assessed when work for which an inspection called far is inr-nmplete Ilayment 3s due prior to the City performing re-inspection. Payment by the contractor for all street use permits and re-insperhons shall be considered subsidiary to the con(rsct cost and no additional compensation shall be made_ f&lrlo4 C-54 (To be printed on Contractor's.Lerterhead) Dam DOE No: 3176 PROJIECT NAME:iYlain C1 C4B Sa11i mry Sewer DrAinage Arest Parl 15 M 'SCO L0CATION: 76L LIMITS OF CONST.: Wes( of 9`e Avienue a1img 'FWWR between Rosedale and Oleander Estimated Duration of Constrlietion on your Street : <XX> days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FOIST WORTH, OUR COMPANY WILL REHABILITATE SEWER LINES ON OR AROUND YOUR PROPERTY. Cr-ONSTRUCTION 'BILI.{ BEGIN APPROXIMATELY SEAN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHE R ISSUE, PLEASE CALL: Mr. <C ON TRA CTORI S SUJ"P'RM', tM E wr> A T -TEI,,EPHONF,NO.> OR Mr. <CITY INSPECToR> AT <TEDEPHON E Nom AFTER 4;30 PM OR ON WEEKENDS, PLEASE CALL 71-' 970 !'LEASE, KEEP THIS FL yER HAND WHEN YOU CAL L. PAIN D - SPECIAL CONDITIONS City of Fort Worth) Highway (Heavy) Construction Prevailing Wage Fates For 2006 lassifirrations Hrly Rtz Classifications Ftrl Fits Air Tool Operator $10 Qtr Scraper Operator $11.42 Asphalt Raker $1.1.01 Servicer $12.32 As heft Shoveler $8.80 Slip Fafm Machine O erator $12.33 Asphalt DistrIbutor erator $13.99 ,§ reader Bax Opestar $10.92 As ha It PavIng Machine OperatpF $12.78 Tractor operator. CrawlerType $12.60 Batch ing Plant Vveig her $14 15 Trartar operator. Pneumatic $12.91 Broom or SWeepar D erataf $989 Travefirig Mixer Operator $12.03 Flulldozer operator $1327 Truck Driver- Sin le Axle L 19 ht $10.91 Carpenter l ou h) $1280 Truck Driver-Sin ie Axle Heat/ $11.47 Concrete Firiishsr- Paving $12.85 Truck Driver-Tandem Axle erm-Trailer X11,75 Ccmprete Finisher-Structures $13.27 Truck 06%mr-Lowho lFloat $14.93 Concrete Paving Curbing Mach_ Oper $12.00 Truc% Driver- Transit MIx $12.08 Wagon Drill, Boring Machine, Post Hole Concrete Paying Finishing Mach. o r_ $13.63 Driller $14.00 Concrete Pev i ng Joint Sea lef er_ $1250 vVelder $13.57 Concrete Paving Saw Oer $13.55 arric,ade Servicer $10.09 Concrete Paving SyvaEdcr Oer. $14.50 Concrete Rubbet $113.61 Crane, Clarnshall, BAkh , Derrlek, Dray line, Shovel $14.12 1=lectri6n n $18.12 1=1a er $8.43 Form Builder-Structures $1163 Form Setter- Pavlrt r% Curbs $i 1.83 Foundation Drill orator, Ctewiet Mount, $13.57 Foundabon Drill Operiator, Truck Mounted $16:80 Front Pod Loader $12.62 Laborer- Common $9.18 Laborer- titlil $1065 meLzanic $16.97 MIlling Machine O erator, Flne Grade $11.53 MixerO era#ir $11.5$ Motor radar era#or Fine Grade $15.20 Motor Grader Operator. Rough Oiler $14.50 Painter, Structures $13.17 PavamenI MaTking Machine Oper $10.04 Pipe Layer $11.04 Rol1w. Ste-al Wheel Plant- (fix Pavements $11.28 Boiler, Steel Wheel O Jnr Flatwh l ar Tarn irr $10.92 Pnl[of-, Pmeumatio Sell-Propelled Scra & qy11.07 Reinforcing Steel Settrf (Piavin j 514-BCI rcvt�oa C-5 - FORTWORTH D IE No_ XX= flanw- NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, FOUR WATT SERVICE WILL RE IN TERRIJPTED ON _ ]JETWE EN THE HOURS OF AND W, Y 0 VIA VE Q ITI;STI NS All 0UT TMS SHUT-OUT, PLKA.SE CALL: AT (CO-NTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR R. AT (CITY INSPECTOR) (TELEPHONE NUMBER) Till I N C 0 N VENIENCE WrLL I#E AS SHORT AS POSSIBLE. THANK YOU, CONTIG CTOR PART D - SPECIAL CONDITIONS F= TEXAS OEiPARTMf#MT OF HEALTH DEMOLITION I RENOVATJON 0 NOTIFICATTON FORM r NOTE;CIRRI-fw ITENS THAT ARE ANILHCSEn T f) 14 O NOTIF ArXIN4 _ t) Abwv-nn":Contractor: OH i_irertse Nkirm4er I Adafaaa: Ck $tit �Z�p c Drfloo Phorgo Nurr C I _ _ Jot)Sft Plicne Nurnhw: We S"1 m-"r: TO H Umnse Number, 8110 BtgmrY:sor MH L•akgn5e s Trakwl Ckk-Si:e N ESHATI*Qw�uai; fade: at O Nmolitlon Contrartur, . "TfCc Micrio NmribusL Adcm5s" L'li}, Steib=i,Tip:� { Y ?f FrD�2cl Conn Ultani as: op�Mlof; TD Lioensa Number. FMIng lvtdr �, Uy aia� OMMJPhW10NumWa" 1 T A 3) fac{ Y Ci mfillf: p uv';mf�Address; City slab zip. Cwt,�� Prune kum}tcrf ..NoL*,Tho hwoita fur(hu norificadon tan Wirt ho sent r rltie PWRmrof the htiadIrk 0 and tha Wiling 3mgfgIrc=for Ihn Involuo will Isu J ebWAod Omm Wo InrbrmpiIun Ihal Is proyWed In thla zacllun. N +Ii) Oeca plkxt or Fad Name: E PhyvkCMA€fcr"w _ _ CpaiIty" Cit}',. Z41 F cW.Ty FxhNne i+Lunl)cq I F'+adjty Contmi.f*eWfl. Claw;p:ion of rvevRoom NurrlbPr, -- — A PriwU5o: Fu[uro Vsa _ P Age G Numkr of PlanrR'. schml(K- 12); - Y6 70 i 5) 'YyPe of WDO: 0iaG10iilaarl 7 Renayallan (Alontamorkl) Annurtl ConvivUdaled T WOFIr VOUIDE dUrWXf. Wy a Eveniap i� 9100 - Nvdsud Prajec: 0t=fjp iofp dt work tcnoaur e, E Is lhIs ti Public 0"dIng? YES I'l NO VrQeral FA&III y?�YE S -NO Industrial Sit*?i 1 YES I)NO NESHAP-OnlyF201ty? F1 YES n NO aamgdlr`�){raC�lyl=Upled? _l YES "I ND L Tj Raiiikaftk Tyre CHECK ONLY RINE 04001(10 Wosklnil Usyo} - Cancillalion G Arnandmonl r'" Emrrgerlr<y;Ordcrots I o II IhirF h7 an arnorOrAa t.'A.-N li wllpmdrrieliI it imber is 11IL0—(Enclorc ropy of orlICInal andfar foot urn andntent) I r an a n i penny.Yk*CJd YDU tFkI k WU11 01 MH7 En•t tfg6ftO } � CNft and How o.`Ercivtgerzy{HH-IJW DD(YY); f k;=Lpfinn t f Ilw s uddaan,una:FxpeCted even'! ISCO 4npiamWn of Now 14a cwn I cm ulked untdre conditmxis or Wou Id ca u" 0 equipment db1llk o(CoaVtitef9,muchirmy.otr . n J 3) Dc&rwi lun c4 prorrdure•lobe FCS 1owe-d Irt ft evtnt tn;�j ual&Vcx,c-i#uSL etjo%Is;rc"or ft'plrougly non-triable Y asl altos Trit10fial b&U W%vu rliblvd,pulvcrin5t.or reduced to prrwrar, E _ S it) Waa an Asbr-rias&.zvay parfL•rmec? _ YE8 L NO Dole: I I TOM L-isWor L►CO ae NV, O Army"Iv hr<d; tf PLM t-T EN A"v mcd i DH Labara;-ory IJeer:se X10. N For TAHPA(poblit tka&g)projecu,an aazswmption must be fn�kde Iry 0 TCH ILrcerrrad ijiypof{or 10) I?&scw"- st of ptdrviod comolii°bn at r"4atio:a wwk"4pe or mmigrinl,ii PO malhW(a]U}Lie used 11 Uuwkpllon cA suori4 and"In9uwi nq can If IAS 101%tlii00 Ian pfOVU-rr urrdUiUW. Or sRheslas Jr the IS as Rtp1i R k�1�ren 4 w M 91 rafr; � f -58 PART D - SPECIAL CONDITIONS 12) ALL oppr=Wle Rum;In Md foauwing tiWv rnual be complet4d; IF NO ASS ESTOS P RFStNT C#ilfCK ii ERIE_ Aaproximma Rmnunlaf Chuck unit of rn crasurarne n I AnbesioL; ntxinlnq Rulldin g Mauaibl ►4spitos Typo Pip" Surieco Afiea t_11 Lu 50 5Q Cu Cu 'rl N.' Ft 1.1 Ft M RACM kn tw rsmrrvvd. RACM NPT lromi)%.qeL V%Ewiof GaWalwy I rioil-fuab'tr ruiriumd I:ic? rlrt,#E1ale o I nvn Na r muvrE Cary 4.i$bre NOT rc.i[000d hlerror Catt or 11 n0I1-4ruble nomovetr ExIWW Cal woa:v 11 man-iriahre rani*vw Cal.MU.11 non•W.ble NOT femoVcLd RAZM 01`(40[9 IN Cbrnp.4new 13) Vnisle rransponei NO-Re' — Aadro$S; GIS{_ skins: - Conrac7Per-mil Pr�rrrwNurnhar: f } i4) 1hjasto gfiposal like Harm, Andress: Gily, Skase: ZIP- Te.apnortLk;( TN RCC Permit biirrLbiw 4S) F6r SCrumilirrrally urkourW(001ldM dlI.Wi 9lopy of dc:rr+nldin w er and A&4 Guaft6umi rlar Oftlp.below: Nam; Eplf4kion No: TMe, Della of tlrcrer(tit.,+131 XY) ! # �Dile or4der to brgir. IPotMiDEM) 1 ## 16) Scho wrnd Dai es DIA940tos.4",omoil: SLort f camwvftl I � 17) wSrhaduled Dalas (MPj/DC Stan, . r r Cornplo3-_.�_. I "Note:if Enr stall dale On tlsln rvatllictuon con null by mat.tha TUH Rogional er Local graaram of rice iNuiEl ha Pool actu0 by phaga prlorto 4h*r#arj dAro, Farluro la do r,o;C a xlolalion In zccaWan�a to IAMPA.Simiiori W.tki. r he(ehyocAlfy)her till IntorAw Jor►J ht we provWod W corrod,coniplcla,arxf iruo Io thD boSk of my krncriAdcidge l ack liva�Eega ifi dl t am rrspormue for rill awns iok the nolo= Dn Jorm.,imlklc:rEq,but not Ilinit1r1q,r jerit arid Subrmlegaarr do*s- 71 JEt M aximur.7 penalty IS S I OLUDD pE:dvy W v"�ie1111�k-h. f Y (GWiE slum of RiAning Qwrrwf p;reriior (P0114d r;arle) (Date) [TeIePUrke) c Q61agpxed Cr047sult#InvCcrrlrju: r� f IF Dy.tfum4ur) MAIL tCr ASUIEUTOS NOW-11'A7iON StCTI!011 t TOXIC SUBSTANCES CONTROL QFVISiOi4 TEYM OEPARTM NT OF HEALTIA! 'tAxoa aro 11 of arcePte cf' 1`30 SOX 343538 'kum. rirc rrof rrrcmV !d' AUSTIN,TX 78714.35318 PI1;Z12-834-MMOL 1-=-672-048 Form Af SoZr daidd 0712"2. Pepmrfi�t TDH Wal dolod 0771 W0. r-xa€suaarrra ire camptelhil form ca3 f•#00•572-MO !L1/7104 SC-59 PAIN D - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS(OMMrl)4 DA-2 PIPELINE RET3ABI LTTATION CURED-IN-PLACE PIPE (OA+ M......................4 RA PIPE ENLAR EMKNT SYSTEM (05HI) .........................................�..............,.....,.� DA4 FOLD AND FORM PIPE ( MTD.a............a....aa.....a-....................................... . .. ... .4 DA-5 SLIPLININC (ORM)....a...a.a...aa.............a.la.a.....a.............................„+...........................4 DA-6 PIPE INS'T'ALLED BY OTHER THAN OPEN CUT (OMIT) ......a...........................4 DA-7 TYPE OF CASING PrPE (OMIT)...................................................+.....i......................4 DA-8 SERVICE LINE POINT REPA-R I CLEANOUT REPAIR (O1 UT).......................4 DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTEMON.......4 DA-10 MANHOLE RERABIlIATATiON (Omm................a......a............................................6 DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATTON(OMIT) .,,...6 -DA-12 INTERIOR MANHOLE COATING- MICROSILICATE MORTAR SYSTEM (OMIT) b DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMS)... ...................6 DA-I4 O'[TEI IOR MANHOLE COATING - SPRAY WALL SVSTRM (OMIT)..............f ISA-15 LNTERIOR MANHOLE COATING- RAVEN LINING SYSTEM (ONUT) DA-16 HVIMOR MANHOLE COATING: PERMACAST SYSTEM Wfftl EPDXY LINER ([IMM— .............. ......... . ... . ..... I........,...........................................................................7 DA-17 ENTERIOR MANHOLE COAT[NO TRONG- E.AiL-.SYSTEI (OMIT) .............7 DA-18 RIGID FIBERGLASS MAN-HOLE LIlff S (OA T).....,a ........a.........a....................7 DA-20 PRESSURE GROUTING (011+iM.. ...................a..,.......................................... , ........7 DA-21 VACUUM TESTING OF R lLkftILITA'I FV MANHOLES (OMIT).....................7 DA-22 FIBERGLASS MANHOLES (O IM..............a.....,............a.............a.....................---...I DA-23 LOCATION ION All} EXPOSURE F MANHOLES AND WATER VALVFrS .a..,..:,.7 DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER.aa..a.....i.........................7 DA-25 R PLACEAiENT OF 6” CON CRVrE DRIVEWAYS.........Rawl-aa-iii,-.}........I............. DA-26 REPLACEMENT OF 11M.A.Ca PAVE,NO-NT AND BASE.a.....a.............a................7 DA-27 GRADED CRUSHED STONES............—',.............................. .................................7 DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.00 WIDE (U~MM.a..aa,......4........................7 DA-29 BUTT .JOINTS—MILLED (OMIT).......................+.....,..........i......... l.-.--�55.-a.....,.....t,7 DA-30 2" HALA+C. SURFACE COURSE (I"E "D„ MTX) DA-31 REPLACEMENT OF T" CONCMETE VALLEY GT;T TER..aa...a+,.a........................7 DA-32 NEW 7" CONCRETE VALLE V GUTTER...b—.—...................+-.....,,......,......,.........,,7 IIA-33 NEW 4" STANDARD WTTEELCRAIR RAMP............. . ...... a .. .........a,. .. , . a. . ..7 DA-M 8"" PAVEMENT PULVERIZATION (OMTI).....................................................�a....,,7 DA-35 REINFORCED CONCRETE PAV'EMEKT OR.BASE(UTILITY CUT) (OMT),7 DA-36 RAISED PA FM NT MARKERS....................a.....,.......,,a......,a..................a,.............7 DA-37 POTENTLALLY PETROLEUM CONTAh'MX141, U MATE R.IAL HANDLING (ObffD 7 DA-38 LOADING,TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOUL (0 ) 7 DA ROCK RIFPRAP -GROUT- FILTER FABRIC (t)MIT)...........................................7 DA40 CONCRETE RIPItAP (OMIT)...—......................—......................... , .......... , ....... ., .7 DA41 CONCRETE CYLINDER PIPE AND FITTINGS (ONf:f' ................................a.,.....7 K ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS � DA42 CONCRETE PIPE FITTINGS AND SPECIALS(OMU) ...................................:8 DA43 [1N LASSIFiEI) STREET EXCAVATION ................._........ ..................................a DA-44 6" PERFORATED PIPE SUEDRAIN (OMIT)................................................t..........8 DA45 REPLACEMENT OF 4" CONCRETE SIDEWALKS (OMIl1').................t...,..,..,.+..8 DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION..........................................8 DA 47 PAVEMENT REPAIR iN PARKING ARE A (CIMI'I')YY..+...ai.Y...................................8 DA48 EASEMENTS AND PERMITS........................ ........... ........k...........-t%...............--A DAY49 MGt WAY REQUIREMENTS (OMIT)............................... ......................8 IDA-50 CONCRETE E ENC.'ASF T(ONIM YY...........Y..............YY.---,.�,... ti..aY..........Y................8 DA-51 CONNECTION TO E33S'1ING STRUC"l'VMS..,,,._._................... ....................8 DA-52 TURBO METER WITH VAI LT AND BYPASS INSTALLATION (OMn).........8 DA—53 OPEN FIRE LUNE INSTALLATIONS (OMTI') .,..a.....,.............ta..........atY.ta.ia+............8 SIA-54 WATER SAMPLE STATION (OMIT).+....++..+.....k ..+I+....+:�:.......+...a++Y....+t.:..{ia.�.iaYY.....8 DAA CURB ON CONCRETE PAVEMENT........................ ..................b.....b............ DA-56 SHOP ...............t+.+...a+.......:..5..1...aYYY..a9 DA-57 C:OSM BREAKDC1WN ............................. ++ ........... ...• . ................................... ..++.Y.a9 DA-58 STANDARD STREET SPECLF I'CATION S H.M.A.0..0 `.1tLA .,+......:....:..Y..a+aY..9 DA-59 H.M.A.0. MORE, THAN 9 INCHES DEEP (OMIT)............................b...................10 DA-60 ASPHALT DRIVE,WAV REPAIR.. . ....................... . .t.. .,..t„.............Y..t t+YY.....Y.... 10 DA-61 'COP SOIL.... ....... ......... . .. . . ................. . .......................... ... ....t ... t + +, +,...t+Y.... 10 DA-62 WA'rirq R ME,TER AND METER BOX RELOCATION AND ADJUSTMENT.... to - DA-63 BID QUANTITIES............... ............... ...... ....._..... . ........ ................. .++......... to DA-64 WORK IN HIGtFWAY RIGHT OF WAY (OMIT) 10 DA-fry CRUSHED LIMESTONE (FLEX-BASE) .................. .............t....tt.......,.......Ytt+..,.tt+.1Q DA-66 OPTION TO RENEW-................YY.a+YY..+ a..aa..a,Y.a.Y.....a.. ......++..10 IYA-67 NON-EXCLUSiVE CONTRACT....... . .......... . ......... IDA-68: CONCRETE VALLEY GUTTER...,...a.Y..aa+.....#a..a..Y.....a..a.....5,4++.............Y:.IS.Y.:.........1 DA-69 TRAFFIC:BUTTONS (OiT).....................................................................„t..,.t ,.....14 DA-70 PAVEMENT STitIPING (O]4U-1)..........aaY.aa...aY.a+...aa+Y.....i+..Y:,.S,,.a.5.5..,.Yi............ .+.... to ISA-71 H.M. ,C. TESTING PROC:EiIURES .......... . ...................... „ .. . . ......................to DA-72 SPECtnC TION RE, FERENCES.......Y...................a............. . . ..F., ..i.t ........ ..+++.10 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTEWCONTROL VALVE AND 13OX..Y...+...a......a+.....a.+t++..aa.Y.a+Y..t,to+YYta......:Y.;::.tt......1{} DA-74 RES ILFENT-8EATE D OATS V AL VEvS.,.......,+.....Y...................................................1 DA-75 ]EMM.RGENCY STI'UAITON, JOB MOVE.-IN.....YY.Y....a+...a.....,..Y:.......................+..t:10 ISA-76 1 :” &2" COPPER SERVICES....... ......... ............... 10 IIA-77 SCOPE OF WORK (UTIL, CUE) (OMIT)............................................ - .... ,,,.Y+ .1 l DA-78 CONTRACTOR'S RESPON.SIBIL.TY (UTIL. CUT) (OMIT)............................a+.. I 1 DA-79 CONTRACT TIME (UTLL. CUT) (DEI`I')....................................... .... ... ......+.......I I UA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMIT) ....t+.1 I DA-81 TIME ALLOWED FOR UTILITY CUTS (U'T1L. CUT) (OMIT)t,..t.,,tt:,.tt,.aa;:....t l l DA-82 LIQUCDATEII DAI4fiAGES (UlT1L, CUE) (OMIT)....,,t,t+..t.+.-,............++..................S DA-83 PAVING REPALR EDGES (UTlL, CUT) (OMIT).....,,,t.,t:;:....t,.:.:::++...+.,.......:�..;+...I l DA-85 CLEAN-UP (UTIL+ CUI) ([3A+iIT).,,tt,ttt+.................++.......,.......»......t++...a................... l 1 x�� ASC;- PART D - ADDITIONAL SPECIAL CONDITIONS DA-86 PROPERTY ACCESS (UT IL. CUT) (OMlT)„+.........+...++....,+................+..................t t DA-87 SUBMISSION OF BEDS (UTIL. CUT) ( NUT).............+...,.+...,..,..,,,+.,,.+.................. I 1 DA-88 S'T'ANDARD BASE REPAIR FOR UNIT I (ML. UT) (ONUT).........................i 1 DA-89 CONCRETE BASE REPAIR FOR UNIT 11 & UNIT III TIL. CUT) (OMIT).. I 1 DA-90 2" TO 9" H.M.A.C. P VE.MMT (UTIL. CUT) (OMLT) ....,..._.,,+.,+_....................... I t DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UtL. CUT) (OMIT) 11 DA-92 MAINTENANCE BOND (UTiL. CUT) (OMIT).......................................................12 DA-93 BRICK PAVEMENT (UT1[L. Ci1T) (OMI'[').......................................................�--12 DA-94 LM STABILIZED SUB RAIDE (UT M. CUT) (OMIT) ......................................1 DA-95 CEMF24T STABILIZED SURGIU E ([3'TIL. Cm (OMIT)-.............................12 DA-96 REPAIR OF S'T'ORM DRAM STRUCTURES (U'TIL. CUT) (OMIT).................12 DA-97 "QUICK-SET" CONCRETE (U'TIL. UT) (OMIT').....................-.,,....++.........,.....1 . DA-98 UTILITY ADJUSTNI' (UTIL. CM (OMT +...+......+........................................1 DA49 STANDARD CONCRETE SLDEWALK AND WHEELCHAIR RAMPS ([JTIL, CUT)(OMIT)........................................................................... .........+ .... ........... , .........+...++12. DA-.100 LIMITS OF C NCRETE PAVEMENT REPAIR (UTrL. CUT) (OMIT}.,,+..+++ 1 DA-101 CONCRETE CURB AND GUTTER(UTEL. CUT)(ON111f)....5...,.,,++.......+.......+.12 DA-.1.02 PAYMENT (UTIL. C:UI) (OMff)....................................................................+...++12 DA-103 DEROLE (MISC. EXT.) (OMM...................... ... .5.,+ .... , , ., ,.+„ +..++..12 DA-104 CONSTRUCTION L1]1UTATIONS (NUSC. EXT.) (OMIT)...............................1 DA-105 PRESSURE CLEANING AND TESTING (HISC. EXT.)(ONUT)..................+.12 DA-1006 8II} QiJANTITWS (M1SC. EXT.) (OTMT)........................................................... 12 DA-107 LJFk: {O>{ CONTRACT (MISC. I!;JKT.) (OMIT).......... .... ..... . .. . .... ... ... ... ... 1 DA-1€08 FLOWARLE FILL(AUSC. EXT.) (ONJI'[)-........................................................ 12 DA-109 BRICK PA►VENWNT REPAIR {MiSC. REPL.) (ONIIT).....................................12 DA-1.1.0 DFTERVHNA'PION AND UiTI'1<ATION OF WORK (M[.SC. RKPL.) (OMIT) 12 DA-111 WORK ORDER COMPLETION TI T'.(MISC. REPL.) (DMTI -...................1 JDA.-112 MOVE IN CRA R E (N. C. REPL.) (OMIT)................................................... 12 DA-113 PROJECT SIGNS(MISC. REPL.) (OMIT) .................................+..,........,..,,.,,..... 1 DA-11E4 LIQMDATED DAMAGES (NUSC. REPL.) (OMIT).....:..... ...... ...-...................12 DA-115 TRENCH SAFETY SY M DESIGN(MISC. REPL.)(OMIT)...................... 12 DA-116 FIELD OFnCE.+....+........................................................................................ + ..._A2 DA-117 TRAFFIC CONTROL FLAN(ONUT)......................................................+ „+....... 13 DA-118 COORDINATION OF WORK WITH CONTRACTOR TOR OTRER U41TS13 � rp i ASC-3 PART D - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UMTS (OMIT) DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMIT) DA-3 PIPE ENLARGEMENT SYSTEM (OMIT DA-4 FOLD AND FORM PIPE (OMIT) DA-5 SLIPLINING {OIUIIT) DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT (OMIT) OA-7 TYPE; OF CASINO PIPE (OMIT) DA-8 SERVICE LINE POINT REPAIR ! CLEANOUT REPAIR (OMIT) DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL- 1 cope: This section governs all work, materials and testing required for the apphca#ion of interior protective coating, Structures designated to received ifitef for coating are Ilsted on the construction drawings_ The structures are to be coat". including interior wall, fop and bench surfacez. Protective coating for corrosion protection shall meet the requirements of this Specification (arid items DA-14 and DA-'I5) and the Manufacturers recemrneridations and specifications, , Descriptlon.' The Contractor shall be responsit�a for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations, 3, Manufacturer's Recommendations. Materials and procedures Litilized for the lining process shall be in strict accordance with manufacturers recommen€#ations, 4. Corrosion Protection; Corrosion protection may be required on all structures where high turbulence or high H S content is expected. a. MATERIALS, 1_ Scope. This section governs the materials required for completion ot protective coating of designated structures, 2, Protective Coating: The protective coating shall be a proprietary two componen(, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Spray roq, Inc. or a two-part epoxy resin system using 1000 solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. �. oaa ASC-4 PART DA - ADDITIONAL SPECIAL CONDITIONS 3, Specialty Cement (If required for levelfnJ or filling) The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc, of Rekiner MSP as rnanufactured by Standafd Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure skull 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 Long Term Value Tnsilre Strength ASTM D38 5,000 psi Flexural Stress ASTM 0-790 10,000 psi Flexural Modulus ASTM 0-790 550,000 psi 5. Mixing and Handling: NMlxing and Handling of specialty cement material and protective coating material, which may be toxic under certaln conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel, It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating rnatedal shall pertarm the spray coating operations and coating installations_ C. EXECUTION: 1_ General; Protective coating shatl not he installed until the structure is complete and in place. 2 Preliminary Repairs- a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 40D0 psi at spray tip). b. All unseated lifting holes, unsealed step holes, and voids larger than approximately one-half (11 ) inch In khiokness shall be filled with patching compound as recommended by the material supplier for this application. C' After ail repairs have been completed, remove all loose material. I Protective Dating: a. The protective coating shall be applied to the structure from, the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated, b_ The protective casting shall be installed in accordance with the manufacturer's recommendations and the following procedure_ rf ?. � ASS-b — PART DA - ADDITIONAL SPECIAL CONDITION S- 1 The surface shall be thorough#y cleaned of all foreign materials and matter. ) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling, apply spe inityr cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches), Thickness to be verifiable through the use of methods acceptable to the Engineer. Aftef the walls are coated, the wooden trench corers shall be removed. 5) The final application shall have a nilrtttnum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow_ 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hogs after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be perfofined by the Contractor after operations are complete In accordance with the Section D-3 - VACUUM TESTING OF SANITARY SEWER MANHOLES. M F-A SLREMENT AND I'A PvII:NT: Payment shalI be bb d un the Contract [Inti# Price Bid per vertical foot, ineas ared from the bottom of the frame to the torr of the Wnch. Tile Cont=i Ulait Price shad be payment in lull for perfarming aw Nook and for furnishing all 11'a or, supervision, materials, egijipment and inateria] testing requiir-d to complete the work. Pressure grouting, if necessary to stop active inn lttutioiR prior to application of the piVective coding, shall be included in the above Unit price. Grouting of the pipe seals, bench and trough, and lower portion of pattic:ulor structure, 1f'req uired by the Engineer, stroll be paid for se;mmlely, as specified in Settion, DA-10 MANHOLE RrEHABILITATION (OMIT) DA-1I SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMIT) DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OMIT) DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMIT) DA-14 INTERIOR MA HOLD COATING - SPLAY WALL SYSTEM (OMIT) ISA-115 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM (OMIT) FMMM ASC..6 — PART DA - ADDITIONAL SPECIAL CONDITIONS DA-16 1NTER10R MANHOLE COATIMG. PER MAC AST SYSTEM WITH EPDXY LINER (o MIT) DA-17 1NTERIOR MANHOLE CRATING-STRONG EAL- Y TEM (0MIT) DA-18 RIGID FIBERGLASS MANHOLE LINERS (OMIT) DA-20 PRESSURE GROUTING (OMIT) DA-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMIT) DA-22 FIBERGLASS MANHOLES (OMIT) DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES (OMIT) DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER (OMIT) DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (OMIT) DA-26 REPLAC EMFNT OF H.IMM.A.M.A.C. PAVE:MFNT ANIS BASE (0 MIT) DA-27 GRADED CRUSHED STONES (OMIT) DA-28 WEDGE MILLING 2" TO 0" DEPTH S& WIDE (OMIT) DA-29 BUTT JOINTS , MILLED (OMIT) DA-30 2" H.IMM.A.O. SURFACE COURSE {TYPE "D" MIX) (OMIT) DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER (OMIT) DA-32 NEW 7" CONCRETE VALLEY GUTTER (OMIT) DA-33 NEW 4" STANDARD WHEELCHAIR RAMP (OMIT) DA-34 8" PAVEMENT PULVERIZATION (EMIT) DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY OUT) (OMIT) DA-36 RAISED PAVEMENT MARKERS (OMIT) DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMIT) DA-38 LOADING, TRA NSPOR TATION, AND DISPOSAL. OF C ONTAM INATE D SOIL (OMIT) DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC (OMIT) DA-40 CONCRETE RIPRAP (OMIT) DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (OMIT) ASC-7 PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-42 CONCRETE PIPE FITTINGS AND SPECIALS (OMIT) DA43 UNCLASSIFIED STREET EXCAVATION (OMIT) DA44 6" PERFORATED PIPE SUBDRAIN (OMIT) DA*45 RE PLAC EM ENT OF 4'' C Oi+ C R ET E SID WALKS VOMIT) OA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMIT) DA-47 PAVEMENT REPAIR IN PARKiNO AREA (OMIT) DA-48 EASEMENTS AND PE=RMITS Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements anftr permits, both temporary and permanent that have not been obtained by the time of publication shall be secured before construction starts, leo work is to be done in arc-as requiring easements arid/of permits until the necessary easements are obtailned- The Contractor's attention is directed to the easement description and permit requirements, as contained herein, along with any special conditions that may have been imposed on these easements and permits- Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the evert additional workroom or access is required by the Contractor, It shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. DA-49 HIG14WAY REQUIREMENTS ENTS JOMIT) DA-50 CONCRETE ENCASEMENT (OMIT) DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section EI-20 and Ea2-20 of the General Contract Documents. Prior to concrete placement. a gasket, FAM-Nek or approved egkjal shall be installed $rOU"d penetfatinq pipe- Payment for such work as connecting to existing facilities including all labor, tools, equipment. and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM, DA-62 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMIT) DA-53 OPEN FIRE LINE INSTALLATIONS (OMIT) DA-54 WATER SAMPILE STATION {OMIT} 17)607 4 ASS;-8 PART DA - ADDITIONAL SPECIAL CONDITIONS The following is an addendum to E1-17, Copper Water Bernice Lines and Copper Alloy Couplings: All fittings used for 1 1' and 2' water services lines shall be compression fittings of the type produced with an internai ygrippe{' ring' as manufactured by (he Ford Meter Box Co,, InC,, Mtreliar Company, or approved equal, Approved equal products shall submit shop drawings and manufacturer's catalog information for approval. Contractor shall make all cuts to the copper tubing with a capper tubing cutter tool specifically designed for this purpose in order to provide a clean. square cult_ The use of hacksaws or ars other type of cutter will not be allowed, Prior to installing the compresslon fittings, the copper tubing will be made round by the use of a "rounding tube` specifically made for that purpose. Payment for all work d materials associated with l 'lit " and 2'°copper. rvic es shzill btt included in tate price of the appropriate bid item, DA-77 SCOPE OF WORE{ (UTIL. CUT) JOMIT) DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) (OMIT) DA-79 CONTRACT TIME (UTIL. CUT) (OMIT) DA-88 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMIT) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. OUT) (OMIT) DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (OMIT) DA-83 PAVING REPAIR EDGES (UTIL. CUT) (OMIT) DA�84 TRENCH BA KFILL(UTIL. (OMIT) DA-85 CLEAN-UP (UTIL, CUT) (OMIT) DA-86 PROPERTY ACCESS (UTIL. CUT) (OMIT) DA-87 SUBMISSION OF BIDS (UTIL. CUT) (OMIT) DA-08 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) (OMIT) DA-89 CONCRETE BASE REPAIR FOR UNIT 11 & UNIT lit (UTIL. CUT} (OMIT) DA-90 " TO 9" H.W XC, PAVEMENT (UTIL. CLOT) (OMIT) DA-91 ADJUST WATE R VALVE SOLES, MANHOLES, AND VAULTS (UT C UT) (OMIT) f 6ZV4 DISC-1I PART DA - ADDITIONAL SPECIAL CONDITIONS DA�92 MAINTENANCE BOND (UTIL. CUT) (OMIT) DA-93 BRICK PAVEMENT (UTIL. CUT) (OMIT) DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) (OMT) DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) (OMIT) DA-96 REPAIR OF STORM DRAIN% STRUCTURES (UTIL. CUT) (OMIT) DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) (OMIT) DA-98 UTILITY ADJUSTMENT (UTIL, CUT) (OMIT) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (OMIT) DA-100 LIMITS OF CONCREYE PAVEMENT REPAIR (UTIL. CUT) (OMIT) DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMIT) DA-102 PAYMENT (UTIL. CUT) (OMIT) DA-103 DEHOLES {MISC. EXT.) (OMIT) DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) (OMIT) DA-108 PRESSURE CLEANING AND TESTING (MISC. EXT.) (OMIT) DA-106 BID QUANTITIES (MISC. EX'S.) (OMIT) DA-107 LIFE OF CONTRACT (MISC. EXT-) (OMIT) DA-108 FLOWABLE FILL (MISC. EXT.) (OMIT DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) (OMIT) DA-'110 DETERMINATION AND INITIATION OF WORK (MISC.. REPL.) (OMIT) DA 41'1 WORE{ ORDER COMPLETION TIME (MISC. REPL.) (OMIT) DA-112 MOVE IN CHARGES (MISC. REAL.) (OMIT) DA-193 PROJECT SIGNS (MISC. REPL..) (OMIT) DA-1 14 LIQUIDATED DAMAGES (MISC. REPL.) (OMIT) DAA15 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMIT) DA-118 FIELD OFFICE (OMIT) i 1102A4 ASIS-1 PART DA R ADDITIONAL SPECIALCONDITIONS_ DA-117 TRA FIFI C CONTROL PLAN (0 MIT) DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMIT) �roor ASC-13 Ar E 10, I SECTION E SPECIFICATIONS- JANUARY PECIPICATIONS- JANUARY 1 , 19713 .ems WATER -DEPARTMEN`f All materials,--construction-methods-and-.procedures -used in this project shall conform to Sections El , E2, and E2A of the Port Worth Water Department General 'ContractDocuments and General Specifications, together with any additional material specification(s) , construction(s) or later revision(s). (See revisions listed on this sheet). Sections El , 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 El MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981 , follow: EV-2.4 Backfill : (Correct minimum compaction requirement to 95% Procter density aimcorrect 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. Tye C Backfill (av Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compact- ion ompaca- iori by hetti ng (b) Material meeting requirement and having a PI of 9 or more shall be considered for use only with . { mechanical compaction E2-2.11Trench Backfill : (Correct minimum compaction requirement wherever it ;i appears in this section to 95% Procter density except for paragraph a.1. where the "95% modified Procter density" shall remain unchanged). 'i I . P SECTION E1-18A—REINFORCED PLASTIC WATER METER BOXES E1.18A.1 SCOPE:- This specification covers three types of water meter boxes, Type A and B•, and Type C: E1.18A.1.1 Class A-Standard Meter Box: Intended for' use with services utilizing 5/8"X %", a/" and V meters. E1.1.8A.1.2 Class B Standard Meter Box: Intended for. use with . services utilizing 1-1/2" and 2" meters. E1.18A.1.3 Class C Standard Meter Box- Intended for use with services utilizing two 5/8" X V7 or a/n meters. E1.18A.2 CONSTRUCTION:' Reinforced plastic water meter boxes and iron cover lids under this specification will include three specific sizes of a rectangular shape.Those three sizes will be referred to us: CLASS.`A', 1 V x 18 " Box; 12" high CLASS 'B',.15.25"x 27" Box, 12" high CLASS `C', 18"x 16' Box, 12" high E1.18A.3. REINFORCED PLASTIC METER BOX SPECIFICATION The- meter box shall be constructed of Linear Medium Density Polyethylene (LIVID.PE) as defined in ASTM D--883-95A-and have a minimum wall thickness of .500". The exterior shall be black to provide UV protection. Boxes shall be able to, withstand a minimum 15,000 pounds vertical load and shall withstand a minimum 400 pounds sidewall load. The meter box exterior shall be free from seams or parting lines and all edges and corners are to be smooth and free from sharp edges'so the unit can be handled safely without gloves. E1.1 8A.4. IRON METER BOX LID SPECIFICATION ' 'The meter box lids are to be made of cast iron according to ASTM A48-84, Class- 30B. or ductile iron according to* ASTM A-536. The lids shall withstand a minimum vertical load of 15,000 pounds.- Castings are coated with a-bituminous emulsified asphalt unless otherwise specified, ground smooth, and cleaned with J shot blasting, to get a uniform quality free from strength defects and distortions. -A Dimensions shall be.within industry standards of plus or minus (+/-) one-sixteenth of an inch per foot. All castings will bear the Manufacturer's IS (name or logo) and Country of Origin. Casting weights.may vary plus or minus (+/-)'five percent from drawing weight per industry standards. SECTION.E100 - MATERIAL -SPECIFICATIONS MATERIAL STANDARD E100-4 JANUARY 1, 1978 (ADDED 5/13/90) E100-4 WATERTIGHT MANHOLE INSERTS. E100-4,j GENERAL: This standard covers the furnishing and installation of watertight gasketed manhole inserts in the Fort Worth sanitary sewer collection system. E100-4.2 MATERI LS AND DESIGN: a: The manhole insert shall be of corrosion-proof high density polyethelene that meets .or exceeds the requirements of. ASTM. 01248, - Category 5, Type III. b. The minimum thickness of the. manhole insert shall be 1/8". 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 polypropalene or nylon Webbing, with the ends treated to prevent unravelling. - 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 on 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. i - E100 (1) GENERAL CONSTRUCTION NOTES 1. Applicable design and details shall conform to "General Contract Documents and Specifications for Water Department Projects" (GCD) effective July 1, 1978, with the latest revisions. 2. All horizontal blocking, cradle blocking, and vertical tie-down blocking to be in accordance with Fig.(s) 9, 10, and 11 of the GCD. 3. Fire hydrants shall be located a minimum of T-0" behind the face of curb per Fig. 5 GCD. 4. All gate valve installations for sizes up to 12" are to be per Fig. 3 GCD and sizes 16" and larger Fig. 4 GCD. 5. The proposed water and/or sewer mains at times will be laid close to other existing utilities and structures both above and below the ground. The contractor shall make necessary provisions for the support and protection of all utility poles, fences, trees, shrubs, gas mains, telephone cables, TU cables, drainage pipes, utility services, and all other utilities and structures both above and below the ground during construction. It is the contractor's responsibility to notify all utility owners prior to any construction in the area and verify the actual location of all buried utilities that may or may not be shown on the plans. The contractor shall preserve and protect all underground and overhead facilities and be responsible for any damage he may cause to them. The Contractor shall contact the following @ least 48 hours prior to excavating at each location: Fort Worth Water Department Field Operations Scott Neystel 817-212-2642 or 817-994-8663 Fort Worth Transportation&Public Works Light and Signal Division 817-871-8100 Fort Worth Transportation& Public Works (Storm Drain locates) 817-871-8100 Atmos Energy (817) 215-4366 TXU Energy 1-800-233-2133 SBC Telephone (817) 338-6819 ti Oncor Gas & Electric (817) 215-6214 Charter Comm. (817) 509-6272 ext. 3363 All Other Facilities 1-800-DIG-TESS 6. Contractor shall verify the elevation, configuration, and angulation of existing line prior to construction of tie-in materials. Such verification shall be considered as subsidiary cost of project and no additional compensation will be allowed. Elevation adjustments at connections may be made with bends, offsets, or joint deflections. All nonstandard bends shall be made using the closest standard M.J. fittings with the required joint deflections.(deflections not to exceed manufacturer's deflection per joint) 7. Contractor shall keep at least one lane of traffic open at all times during construction t and access to all places of business and residence at all times.(reference C6-6.5 GCD) 8.No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6.6 GCD) 9. Trenches which lay outside existing or future pavements shall be backfilled above the i top of the embedment with Type "C" backfill material. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" material shall be used. All backfill material shall be compacted to a minimum of 90% proctor density by means of tamping only. Trenches which cross under existing or future pavement shall be backfilled per Fig. "A" with 95%proctor density by jetting, tamping, or a combination of such methods. IO.Rim elevations of the proposed sanitary sewer manholes in repaved streets are shown as final finished grades in these plans. They shall be constructed to 15" below final finished grade by utility contractor and adjusted by paving contractor in accordance with Fig. M of the special contract documents. Concrete collars shall be installed f where indicated on the plans per Fig. 121 of the special contract documents. Manhole inserts shall be installed in all standard four foot and standard four foot drop access manholes per E-100-4 of the special contract documents. Standard four foot diameter manholes shall be in accordance with section E2A, Fig. 103 and Fig. 104 GCD, --a standard four foot drop access manholes per Fig. 107 GCD, and shallow manholes per Fig. 106 GCD. 11.The top of the water lines shall be a minimum of T-6" below the top of the curb for 12" and smaller mains except where otherwise shown on these plans. 12.All water meters shall be placed or relocated Y-0" behind the face of the proposed S curb or as directed by the Engineer. s 13.All existing water services shall be replaced with 1" minimum copper tubing unless a larger size is indicated on the plans. Corporation stops shall be fully opened prior to trench backfill. Curb stops with lock wings shall be tested for full flow when the system is pressure tested. S Extend 1" water services to those lots where no water services have been extended to. Locate these services at normal locations or as directed by the Engineer. a_The normal location of water service lines shall be 5' east or north of the center of the property frontage. b.For 40' or less lot frontage, all water services shall be placed 18" from the east or south property line. 14-All sanitary sewer services encountered shall be replaced to the property line as directed by the Engineer. ti _ ft 0 Lo 110 (L ^ fto — 4`-' y' C I o rn � o a� ® co o m M ® aI co co00 00 ff) X 1Oo U N C) M 00 � 0 r-4 CP 00 d Cn 0 ® Q) � _ mi li ° - O O ® ® �_ U ® ® ® I ® ® m co 00 qc � o - �, ®04 O 00 ® n ipq o � � L` EM04 .� o� 0 _ ,0 HE i 0 0 0 C --- 0 � U 1 7 N C O „0 — I U i LO UCl U') U-) U) N N r 04 04 w 21—In– C) 1--Z Ln 020r"0w � N- r _ 0. N CCC) U) ¢ m � zp � � cin co OW 0:If Qi � o � ~ � �LL1 < LLJ W ¢ t-- uj 0�,- Q a >.I--O!--°o n ¢ c U r� V r�� E inE �= Ybll M 3CY�1 I rl 11 �,E �• b3L3Yt i0 Wnot p W to 0 > 04 u m _ ren co E LO 04 Z _3 O E 5! U SCJ t0 uj �--, l�i3 u A� E E LtJE - s � r-co` W CM Mrn r u O - Go E }^ E co iii---E--�i� w. u LLL �E L �E '�E `E . �R U - ❑�' Y N � N +-N GR N pa�o� Ad o o 00 ?:F-rr N R x , �rroix_ n °'.� m N x cn _0 LLI .� � UJ �-�C x.0 as u � ¢ a n 'j O�1— ¢ U U W ?-F'O i--°O. 1- O 2 cn F--¢o Of u Eu zoo - � 1 LL LLI 3 i 4 p mE - m • »R} r r•ww m h z O U W . ........... I _nm i CrTy OF FORT WORTH �„ WATER z iil E 5 EUl tUL! 03O m 1900M 180A iijo J. O i V) 0 F—z T LO MLU z ca rn U Z Q 0�� t90 v �. o C�p X cc) U O cn of U)00 ' F- F- n m Z r r? 0 LLO.Q F-- CO r- UJ 1- �. W r, LLQ f p r, acs U O w co O s! ¢�- E O !i ¢ ` .. L�1 T- Q U U �e 0E— � X F- r (n �Q U ck� L fn .0 m 0 -w cc 0 . E - Ll Vsn N[-3avW 0 WIMOM 123Q O ui m LU m a > O 0 �_ U SNUOM NOIII.rfasor isv3 E 420 E E m E - . r � u CIIY SECS' ? 5 1_=1 f ISI I I ISI I t —I I I- I"f—TYPE •C' BACKFLLL 11=1 ' III. SEE SPEC. E1-2.4 MIN/IIIy4tEJM sCOVER "/yINITI1AL — T :�''h°'��:I�1= G.G.D. � I MXFILL COV tib` rs. Y c w'��• : III. O SAND MATERIAL EMBEDMENT LL_ INITIAL BACKFILL >- 11=1: SEE SPEC. E1-2.3 G.C.D. Q —III '•�•:. :.s, .'.;�_. I I MINIMUM EM=MENT II��IIIII�IlII11f1111�11111illlllillii: � i7 WATER: SIZES UP TO AND INCLUDING 12" m I-111=) 13 1 f l-1 1 is 1 —••TYPE w4r BACKFILL z I 1=1 SEE SPEQ EI-14 Ld MItUMUM INITIAL RADOLL 00M, �:..;:• .�,.�.,•:s�- :;III �.��. III: WATER — G" — : ;- � :�;. LLJ SEWER — 1�� —I l lI �" ;r: l CRUSHED 5 roNE OR sAI+1D m STORM DRAIN- 12® I k 111::::,: k=" I II I I: MATERIA!INITIAL BACKFILL � o . .o SEE SPEC. Int-2.4(b) OR w EI-2.3 G C.D. c =111 ' �� ° ti :°o•Qo1il— z MINIMUM Srfi6k" III. � EMBEDMENT =1 I° 0.•° ° '° ° °° CRUSHED STONE p I-i I ILII-1 I 1=1 11=I 11=1 I I: SEE SPEC. Et-2.3 G.C.D. C= WATER: SIZES 16" AND LARGER J SEWER: ALL SIZES STORM DRAIN: ALL SIZES w a J Q MATERIAL SPECIFICATIONS c>� w O SAND GRADATION •LESS THAN 1OX PASSING --I 02()0 SIEVE THE DABEDMENT AND SAC KFiLL DETAILS PROVIDED ON THIS 0 ®P.I. - 10 OR LESS SHEET SHALL REPLACE APPROPRIATE PROMSIONS OF BOTH i— THE E1-2.4(b) AND El—Z3 OF THE G.QD. AND STD. SPEC, Z ITEM 492 OF THE TPW STANDARD SPECIFICATIONS FOR O -- ---- STREET & STORM DRAIN CONSTRUCTION. ALL OTHER U CRUSHED STONE GRADATION PROVISIONS OF THESE ITWS SHALL APPLY. SIEVE S#ZE X RETAIN® Q �®^.— 0-10 W 1/2'° 40-75 WATER, SEWER & STORM DRAIN 1 3/Sr 55-90 EMBEDMENT AND BACKFILL DETAILS U) 90-100 = $5-100CITY OF FORT WORTH—CONSTRUCTION STANDARD lFIGURE A DATE:2-19-02 f li It f� ra :iiia FJstiE'i� Zf'fs/ /l ele.- vcqu// f f See 'Oe/ai/ Aw ser mice �l�RLs�'L'6wdl SiL 1 lb -a-i �6LY.didRri•J f i I - ss a rrrairrred 1.�1 ` . . ff . ft =f `�•s�rr.rra�i mss!^ rb hQ it It �e - !i� ff .� xrrrrrrRti•!.•��! �f fl If if �f TO FH. 0 at el Tt�,cs. ` s��SF '�' :'rte=vr�•�C;{ - rc:• r.5i �'�? •;ti�Y CITY WATER DEPARTMENT FORT WORTH, TEXAS . ' - r yp/c AIN fw ' �Pev. s•iP-saa E _ s i 1 • z ' f _ �• d.1 . i'• •,i/ �+! `,�� . a i� ��r� iii•. 40 Me CAn?'lVc tAr: Comppeot.'on 1 roT 4y-rte&ss to prirw-ow Terv,,cm •Shgp// ,6e ��A�� Eby L°sintr��°rAi: i e"arlst cboiogr Service dim, CITY WATEF DEPARTMENT Ft3RTTp WORTH, TEXAS O E r!o V rAllm Rev. 9-10-90 i �4 y CITE' WATER DEPARTMENT FORT WORTH, TEXAS IGURE % 'fev. 9-/2-90 cz&-4 i o � Cn Q o io -0 C N rti O Q /� , ' N C7 N id7 $ •r �yCL 44 ti w CL 4 10 fo du go 5 �• � • ' - � � ar D u � +J 41 4j C 0 cl ii �.ih i I I I F- dill N Neto mq 't : � ' Z s t t _o 2 ®@5 E) w 16. Lli— a 'N cli N' - JJO—Co.' Q � �y b / � ■s■ ? �Vh1, • .. tL •1 MV�J 013- a.m S ' 3 l � tt OU- .r i f - Comgr, 6Qu/! eo we y r~ ILI slats&'pickbors,Ref.E2-14 ,x:•�; "'s 5 (DMiniMIIM ErOwS r. 1 preforms 6i#u�»astic joint SeY22,I�r� tRam-Nek oraapr'ared '.. - . r• �' aa�ce crAdre y� rHcvsolilr4rc Co.�e•.•ete ov :�=1.� :-0'��; i= `a ppe[ do R' s¢cdeon9 ar• aQwt, :, Ref•-E-2-I4 -'• - � x�j/d�i eB tYifi d a.+nrle� 6 /�N. �" '.o..` � may• .:�:%�;•• :r Class F«o4a�J Ca�rc fe a".s f/v i A/01/fl4 Air, - - EI-14 Material E2-14 Construction STREET DIRT 4.0' 8—#4 REBARS TfP. USE 30'00# CLASS a . Q. _ - A CONCRETE. �� 31# TYP. + f \ CONC. COLLAR HEIGHT VARIES 3/4" CHAMFER TYP. D PVMT. PVMT n�Gs . -- GROUND ° =fTE, TI^III.=]N x:27 ® GRADE RI CASE 1 CASE 2 6" MIN. 3" MIN. CASE 1 - d RAM NECK CONC. COLLAR COLLAR SHALL EXTEND TO a HEIGHT VARIES TOP OF 2:27 CONCRETE (REBAR REQ'D.) CASE 2 a. COLLAR SHALL EXTEND 3" BELOW BOTTOM OF LOWEST GRADE RING a (REBAR REQ'D.) d SECTION A hGURE 1 .21 CONCRETE MANHOLE COLLAR D ETA I L 52 12090 1 MATERIAL ONS RUCTION 3/05/93 DRAWN BY: JCU 2- 08-2000 21 COMPACTED BENTONITE CLAY OR 2::27 CONCRETE PIPE - - - - -- --- - - - — — —— — — — — — - CLAY DAM PROFILE EXISTING GROUND COMPACTED BENTONITE CLAY OR 2::27 CONCRETE om o UNDISTURBED SOIL oho MINIMUM TRENCH WIDTH = PIPE DIA. + TRENCH WIDTH CLA Y DAM SECTION CLA Y DAM CONSTRUCTION r Paving Or Other Surface Material r0 0 D !• a O •�� - /: i ,C.i� �•� "a.0''i 1 �s_,•yj��. O±, ,� p� �: � ,Y• Roadway Base ' - 1 if Valve operating -Nut is PL More Than 3 ' Below Pave- ment Surface - Provide Extension Stem To P Below 1 McKinley Iron and Steel Co. , Pavement Surface. i - No. YB5 three piece valve box or equal . - 1 Detail Pertains to All Gate Valve Gate Valve Sizes 4" Thru 12" Torque bolts prior to backfill'. Main i TYPICAL GATE VALVE AND BOX, EXTENSION STEL 'DETAIL FIGURE 3 E 1-10Material 1-1-78 E 2-10 Construct ion i t i MANHOLE FRAME AND 24"DEA. COVER, EQUAL TO MGKINLEY IRON WORKS NO.A24AM: 1 I (REF. E2-14) . � I i TOP OF CONCRETE CONE '"•; SECTION 15" BELOW FINISH RIM ELEVATION: (REF. F 1 GS . 103 t: 104) . 16 611 M1 N. GROUT _ _ ;'� ,I �—•; I•iTr- : 'J: .�-. a �,•: IN , CLASS F(4DO0;w) CONC M N NOTE: 1 . PRECAST 41DIA. CONE WITH STANDARD 300R MANHOLE — ----- -- --/ ��--- 4: COVER AND RING IN LIEU 1 } �_• i ::�' OF 241'x40" SHALLOW MANHOLE(REF. FIG 106) . 2. MANHOLE TO BE USED WHERE SEWER LINES ARE LESS THAN 6' DEEP. { SHALLOW MANHOLE PRECAST CONE 1-1•-78 Ei-14 MATERIAL FIGURE 1 ®5. E2--14 CONSTRUCTION t W W W 4 • ty m VIQ C N �- N N - . - J,e ��rW W4UF dZ?QaF � N Ow z N'N ZaQ_�2a��6za � a �W O 7CO NFy�Onga t~cIUU V � a wiL "3 c �+? aN fAmW oaadt'"iu a^!-� �_s6 c Q 2Zc.gig.W diad x¢ a x N `� W - WyfO N WCN2U" Np F=WD-�i#4 rtta!" Z �..� _ .. z "� iV !— z0�Nfl�OQ�wQ c-11 It t4gz U ZEd O o c 10'n aCl� W•Z'.l�QiaWaLJ,pW a 1 Q E a z i,=Nlw Wzc�a .2 c Q WW WN p2QtS-Li LY LL,W dZpp2pW Q c 'p cs Ld [=m Ulo rNa a2N�jxa U�0.`pa' tl U C U .- N •R N Z Q C r U a N a ® E �O 0: CLIm o o (n - ;e LLI_ tn on x O U -I..r.. n W F- d' CL La i ai Yj z Z z a �.i.� e a o -3j�i g a Q Pi a _u J _ `?' en m o �. I a ��I=I: �2c w t¢ o a z i v h� u`� \ o 1 ` Q< Li F m U Q' u w WAX Y N N a v m !�]W .J ( • - aaw a a o w d°•; zza v a ffi a Flu a a= �aed V,ix go on 07 N-a: 4a761A 'R« O J d N N C era N a Q C o- a:r W l .ti`• 1"�!` ,'1 }!.i"•lay;iii-� - W m f i3 tA W o I O z aV mV V aO 4 O N w z Uzi ' au �aL.A a ffl z O i 3 6 w Q mj a ap 6 fA U - ULAJW(�11 t�zs a O N til O°' 1 1 w'U.0. d 1 W Q �'Qmy 1 w (n Wim} _..�,. U v vaaSw t^ U Z tisryo U - i r ' 611 Lead from Mains. 12". an11 Larger to Have Gate Valve Raw Existing or Proposed Curb :i:a• t Bottom Rest Concrete Blocking :. .}• A••i Concrete Blocking til L Fire Hydrant Main `;•.i• Exercise care to avoid a : Plugging Drain Hole With Concrete Existing or Proposed Curb Firc Hydrant to Pavement or Other Surface be Set Plumb Trench Base Pa r kv.ay ,� r• ` �� Extension Barrel arc Stem for Extra Bury Depth if Necessary 4 Gate Valve _M-i_n-i-mum 7-C...-Fi-.G.r__ave 6" Fire Hydrant Proportionally Anchoring Coup- lead Around Base ling for Connec- AJ4 tion off of Can- ..a: Ma+n Crete Pipa 1211 + diameter and a'�-• Lar er l Concrete B1ockinG Concrete Rest 12" x 12" x a" Bury Depth: -(1) 3'-6" for Cast Iron Pipe Varies (2) '5'-0-" for A-C Pipe Ref. Figure 6 STANDARD FIRE HYPRANT DETAIL F 1 GUR E , E2-1z Mat NOTE: Bearing Areas shown are based on 150 P.S. 1 .0 test pressure and 3000 P.S.F. soil bearing value. '9\ d\ lj .0 p1tig / Tee 1500# Concrete `•� •�:_ y X Bend ir 11X11 _ . - "E11 1500'# Concrete ' HORIZONTAL BLOCKING TABLE 'Dimension 'T' May Vary If Necessary To Provide Bearing Against Undisturbed'. Trench Wall 22" 0' 450 90° Tee Plug _ ._ Pipe X 11° - 15 3 Size Dim. T_nMax n• Max• Min, Min. Max. Min. Max Ft. IIAII11 11"- a IIG11 AreaVol Max:, 11 „ Area Vol . - '1 11 krea 411 1 ;90 .95 .go .05 •95 .90 .05 .91 .8z .05 1 : 16 ,-..5 .05 6" 1 .5 .90 5 .90 .05 1 .05 1 . 10 .05 1 .73 1 .99 ,05 1 . 19 1 .41 .05 8'1 1 . .90 •95 -90 .05 1 .41 2.00 .05 1 .86 3.47 .1 1 .57 2.4 . 1 10'l� 1�5_ _�50 � 6 1-60 -05 �1:]9 3r2p - 1- _2-18 5.62-.2-1-9-93�9 -. l5 12L1 1. 1 . 10 1 .48 2. 0 . 1 2. 14 4.50 .2 2.8 8-00 .3 2.38 5.65 •z 1611 2 1 .41 2.0 . 1 2.00 4.00 . 1 2.8 8.00 --.4. - 14. 10 .65 3.16 10.0 .5 2D" z 1 . 3.1 .z 2.54 6..zo -3 3.52 12.40 .6 4.70 .00 1 . 15 .3.91+ 15.55 .75 24'1 2 2. 14 4. 0 .25 3.00 .ao 4-,2$ 18..10 5 5.65 32.00 1 .85 4.76 .'60 1.05 30i1 2.5 2.66 7.10 .55 3.7$ 14.20 1 .0 5.30 128.20 1.•75 7.05 IOL80 3.4 5.91 S•332. 1 611 2. 10.00 4.so a4o 1 .4 6.36 0680 2.65 - 8.50 7200 5- 1W'242" 1 1.2 2 3 4. $ 1$. 0 1.6 b:00 •OQ 2. 8.48 7 0 .4 1 ] . 14 1a6. 10.4�'5 .0 .00 .5 .00 6.70 4r.00 7.00 9.40 MOO 0.00 13-001620 16.0 NOTES: Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of 611 block bearing areas shall be Identical to the horizontal dimension shown. HORIZONTAL BLOCKING DETAIL E-1- 20 Material 11 -78 F I U E-2-20 Construction i NOTE: Trench width: 1 . Pipe 24" i .d. and smaller = 24'' or o.d. + 12" whichever is greater. Q. 2. Pipe larger than 24" = o.d. of Pipe 3. Cradle shat l extend a min, of 6" beyond cf- `cn.,. +s: �s each side of pipe. 1500# Concrete t• r .-�%� • +r 4: -14 ' _:ter ! Bell Bell Bead e < t:..�,�{� .• ,t_ - •_.:.�•: :: ;- f Typ• RUBBER GASKET JOINT M.J. v M. J. Send Main CL A a CL i rA�Yd4ir � - „i, ...`�. :''"• �-----1500# Concr ..z 4.7 14. �. Tyn 14. ANICAL JOINT Main T t ' Bell-Bell Bend va,y - it `�'� `o'er::?�-`y�.d.'�: �� lr.�.�::;•..�.:..�:•_`,��.�y Concrete - 7t '•r t t':1•C_Y•+�+.d rr�^r .1..�..' Z t:' V-031 Typ.' Keep a min. of 1 '-0'-' BELL AND SPIGOT JOINT Note: When cradle is shown or specifi4 clearance between for installation cont. and joints or on concrete pipe bolts on C. I . ' Pipe. the full joint or .in excess of 1 ' "0" length of the pil as detailed. CRADLE DETAIL or fitting f cradled. FIGURE 10 E 1 -20 Materials 1-1-78 E 2-20 Construction f 4 QUANTITY PER LOCATION WATER IMPROVEMENTS PROJECT DESCRIPTION. 2004 Capital Improvement Program Year-2 Group 92 DATE: 10/10/05 Azalea Ave. from l=och St_ to Carroll St. PROJ. # 00151 Foch St. from Weisenberger to Merrimac St. DOE#. 4699 Merrimac St. from Templeton to Carroll St. No. DESCRIPTION QUANTITY PER LOCATION UNITS QTY. Azalea Poch Merrimac 1 6 Irish 11VaEei Pipe'(-All..-Depths) 1 " 15 LF . 26: 2 Blrict#.tiNater=Pipe:(Al,:D.e the �3;2201 ' 3 6 trach Gate Valve wlCast=lion Box-&Lid 1 4 8 inch GateValve iv/Cast'lydn Box<&-:Lid. ...:: ., 1. _ 5 . :3:. 5 Furnish SSet:Class A`:,`B`r and:'C.Meter=:Boxes 15 13 6 1,Iri r r QUANTITY PER LOCATION SEWER IMPROVEMENTS PROJECT DESCRIPTION. Water&Sewer Replacement Contract 2004 WSW--G DATE: 10/10/05 Azalea Ave. from Foch St. to Carroll St. PROJ. # 00153 Merrimac St. from Templeton to Carroll St. DOE#. 4699 No. DESCRIPTION QUANTITY PER LOCATION UNITS QTY. Azalea Merrimac 1 $ Inch'Sanrtary:.Sevvsr Pips(All Depths) 569 s 678LF 1,248 2 4.1r�:ch`Sartita Sewer Service Line- 40 84. LF 2 4"fnch `Sanita <Sewer Seruice:Tap 8- 1:2: EA :.._.:.2D 3 Two-way SanitaFy'Sewer.Service Cieariout'at:Prop'rty Lirie . F 8 1'2: . ,. EA 20 ., 4 Shallow 4' DiaFreter Sanitary Sewer Manhole 0-6" 3. G::;. EA J 6 Rerc�ove ExistingSanity Steer Nlan#�ole 1 2 EA 3 7 %Iatertlght lnseft for Sanitary Severer Manhole 3 6 8 Temporary A5 hall P ►�emen#:Repair 615 =769 LF 9 Concrete:Collar for'Sanita Sewer Manhole 3 B. EA 5...._. 10P6st cons#ructionTV Irispection.of,N; +iv:Sariita. Suver. 616.. . 769 LF 1,385 11 Trench:Safe terh<for Excavations-� 6?.De th 616. _ ' 769 LF EA, 12 Vacuurri TestNeviz Sanitary'SeWer Manhole 3 fi s S , LOCKWOOD,ANDREWS&NEWNAM,INC. PROJECT. 2004 Capital Improvement Program Year 2-Group 12 ! FORT WORTH DEPARTMENT OF ENGINEERING NO.4699 DATE: May 6,2006 Currie/mberley Sanitary Sewer Improvements_ horn No. 0i*cr1ptIon - - Unik - i7 —12 - 13 14 Lfolal 1 21"Sanitary Sewer,All Depths LF 568 470 355 -- 1,393 2 21"DIP Sanitary Sewer Pipe LF 20 70 -- -- 90 3 12"DIP Sanitary Sewer Pipe LF - 36 -- -- 36 4 10"DIP Sanitary Sewer Pipe LF -- 36 -- -- 36 5 8"Sanitary Sewer(All Depths) LF -- - 8 8 6 10"Sanitary Sewer(All Depths) LF -- 44 -- 8 52 7 Trench Safety(Greater than 5'depth) LF 588 656 355 16 1,615 8 Siphon Box EA - 2 -- -- 2 9 5'Diameter Drop Manhole(6'Depth) EA 1 - -- - 1 10 Additional Depth for 5'Drop Manhole VF 4.1 - - 4.1 11 4'Diameter Standard Manhole(6'Depth) EA -- 3 3 1 7 12 Additional Depth for 4'Manhole VF - 3.9 7.7 -- 11.6 { 13 4'Diameter Drop Manhole(6'Depth) FA - 1 -- -- 1 1 14 Additional Depth for 4'Drop Manhole VF - 1.1 -- -- 1.1 15 Watertight Gasketed Manhole Insert EA 1 4 3 1 9 16 Odor Control Carbon Cartridge Inserts EA 1 -- - -- 1 - 17 Concrete Manhole Collar EA 1 4 3 1 9 18 Corrosion Protection VF 10.1 21.9 - - 32 19 Vacuum Testing of SS Manhole EA 1 4 3 1 9 20 Abandon Existing Manhole EA -- - 1 -- 1 21 Remove Existing Manhole EA 1 3 2 6 23 Cut,Plug&Abandon Exist.Sewer Pipe EA 2 6 -- 4 12 24 Grout Aband.Sewer(6"-10"Diam.) LF 158 155 - - 313 25 Grout Aband.Sewer(15"Diam.) LF - 52 - 750 802 26 Grout Aband.Sewer(18"Diam.) LF - 60 - -- 60 27 Grout Aband-Sewer(21"Diam.) LF - - -- 725 725 28 4"PVC in Private Property LF - 43 -- 356 399 29 4"PVC in Public ROW LF 80 76 -- -- 156 30 Sewer Service Tap EA 2 2 -- - 4 31 2-Way Sewer Cleanout EA 2 2 -- - 4 32 Type"E"Concrete CY - - - -- 10 33 Type"B"Concrete CY - - -- -- 10 34 Crushed Limestone for Misc.Placement CY - - -- -- 10 35 Washed Rock for Misc.Placement CY -- -- -- -- 10 36 I 37 remove and Replace Conc.Curb and Gutter LF - 70 -- -- 70 38 Temporary Asphalt Repair Per Fig."2000-1 C" LF 588 345 355 -- 1,288 39 Permanent HMAC Paving Per Fig."2000-1A" LF -- 292 -- -- 292 40 Permanent Concrete Paving Per Fig."2000-2" SY -- -- - 18 18 41 Pre-Construction Television Inspection LF 158 267 355 1475 2,255 42 Post-Construction Television Inspection LF 588 620 355 16 1,579 Tam Lockwood,Andrews,Nownam,Inc- 155-00935-007 511912006Currie-Wimbedy SS Paving Quanitities_As " Page 7 of 1 SECTION C SPECIAL PROVISIONS FOR STREET AND STORM DRAIN PREVAILING WAGE RATES T/PW DETAILS _1 SPECULL PROVISIONS FOR STREET AND STORM DRAW IMPROVEMENTS Tabk of Contents 1. SCOPF.OF WORK ...................................................................................................................................SP A 2. AWARi)OCONTRACI................................ ., , .......... ...........,. ...., , , . ................. . . , ,.., . ., ..SP=4 3. PRECONSTRLICTIOI 1 oI rELtL1 C}3 .,,... ......... .,...........SP-4 4, FXAMrNATION OF SITF. ......................................................................................................................SPA S. BID-SUBMITTAL......................................... .................--...........................-...........................-..........sp-5 6. WATER FOP.L'ONS UC'fIM................................. ...•.--..............--...,-...--,..............-,-„-,... ,..........SP-5 7, SANITARY FACfLITIES 17QR WORK.MER ....,.-..,.'.'.-W-.. , ....,..w-...................... ... .........................SP-S S. PAYMENT....................................-............................................ ......-...............,..,..........., ,. ....... , . -sp-5. 9. SUBSU ARY QIP.IC.......-.............................- .. ... . . .., ... .... ,,.. ,., .,. . .. :,.......,,.,.Sl'-S .. ... . . .. .. .. .. ... . .. ... ... ... .... . W. LEGAL kELATIONS AND KESPONSIBILITI ES TO TIFF;PUB LIC.........................................................,........,....,,.,..............,........,.,.....,...................,......Sl'-5. I I. WA(iE itxm..................... .............,....,.....................,........................--....... ....,......................Si'�S 12. LXISTL G UTILIT1ES..................................................... ............... ------------------------------ ••------------------sP-5 13, PARKWAY CONMUCTION..............................................................................................................- L'-5 14, MATER kL STORAGE ....................-...,.................--...- .......- SP-5 _ IS- PROTECTION OF EXISTING UTLL.TIES AND rMPROVrMENTs..........................................................................................................................5P-5 16. 1NCREASF,QR DF.CREASF IN QUA NTri-FES....................................-............................................-sp-6 17, CONTRACTORS R.ESPONSIB ILITY FOR DAMAGE CLAMS.......................................... .................SP- M EQUA.L J.MPLOY MENT PROV[SION& ............................................................................ 19. MTNQRITY AMD WOMENS 31 JS INESS ENTERPRISE (W HEjC;OMPLIANCE........................................-......-...........,,.,............---......................... .,..,.....S13=7 20. L'INAL CLEAN UP...................................................................................................................................SP-s 2t. CONTRACTOR'S-COMPLIANCE WITHWORKER'S C OMPRNSATION LAW.............................................. ...........................................-............-s'-8 22, SUBSTL'1'UTIONS............---......-........,..,... , , . „ ., ..;..,.,.. . ... ....... .................. .5P-1 1 23, MECHANICS AND MATERIALSMEN'S LIEN ................................................................................... sP-11 24. WORD: ORDER DELAY ........................................................................................................................SP-11 25, WORYUNG LAYS ......... . ............... SP-I l 26. RIGHT TCS A BANDON .., „ ...... .... . .. .. ............................................................................................SP-1 1 27-, CONSTRUCTION SPECIFICATIONS ........ ..............................................---..... -.-...............--...... P-L 1 28, MAINTENANCE suTEly ENT ..................................----........................... ..............,,,,............- S€'-1 1 29- DELAYS ...--.•.. .. .----.,... ::.............,.,.,.,.,.,....,.,.....................................................................SP-I 30, DETOURS AND BARRiCA DES ....,..,..-.................................. ............................................................SR-12 31. DISPOSAL OF SPOLLJf7LLMATRIUA-L .. ............. ....................................................... ... .........SP-12 32, QUALITY CONTROL TESTWO ........................................................................,........................--.,.. 8I'-12 33. PROVE RTY ACCESS ........-. ..........................,.,......................,.............................................................. SP-J3 34, SAFETY RESTRICTIONS-WORK NEAR HIG14 VOLTAGE LIKES ............................................... SP-13 3.5. WATER DEPARTMENT PRE-QUAL IFI CATIONS ................................•.........................----..-..--...-3P-13 36. kIGHT TO AUDIT --•-•...... ----•---............. --------------- ...................................... •---- ..........SP-13 37. CONSTRUCTION STAKES ......................................................................................... .........................SP-14 38, LOCATION Of NEW ALKS ANO DRIVE.WAYS --...........,..........-....................,....-....................S1?-1d 39, EAkLY WARNING SYSTEM FOP,CONSTRUCT IOC ... ...................... ...........-.---..........-.-........SP-I4 40. AIR 110I.UTTION WATCH DAYS......................................................................................................... sp-IS SPECIAL PROVISIONS FOR STREET AND STORM DRAIN tWROVEAIENTS Table of Conten#s CONSTRUCTION ITEM , 41, PA V ITEM - UNCLASSIF LM sTRL.ET LXCA V ATI ON.......... ............................I_...... I'-IS 42. PAY ITEM. -6" REINFORCED CONCRETE PAVEMENT................................................................... sp-16 43. PAY ITEM-SILICONE JOINT SE A LTNG............................... ........................................... SP-16 44. PAY ITEM-7"CONCRETE CL_...... ........ ............. ........ .............................................. SP-20 45- PAY ITEM -RETA K NtCj W A Ll.,........ ......___... ......................... ......SP-20 46 PAY ITLM -REII.AC E EXIST. CtTR B AND GiUTTFR......I--.........::.....:...:.:.......:..........r................. SP-20 47. PAY ITLM -HStAC TRANsrriQN........................................................................................................ SP-24 48 PAY ITIEM -6" PIT P F SUDIRAl N ........... ....................... ......................................... ............SP-20 49 PAY ITEM -TRENCH SAFETY..................... .........I__................-SP-10 50. PAY ITEM - 8" ITUCK LIME STAB I LI ZED RMGRADE AND CEMENT FOR SUBGRADE STABILIZATION ..._...._......_........................................................ ......__._....... SP-21 St. PAY ITEM -6" f IM AC PAVEMENT(TliTCKNESS TOLX-P-A N CES AND.HMAC TESTING PROCEDURES)............................ .....................................................................................sP_21 52. F A Y ITEM -cow- TE r LA'r WORK(CU M,CU RB&GUTTER,81 DE WALKS. LEADWALKS, W"HEELCRA!R RAMPS AND DRI V EWA Y S)-�........___.......__.- SP-22 53. PAY rr EM- REM OV E EXISTING CONCRETE SIDE W ALK, 0 Rl VEWA YS.STEPS, LE-ADWALKS ANEW W I MELCHAIR RAM PS................:....... ........................... SP-22 54- PAY TrEM -REM OV I-EX I ST]N G CURS ANDG LT11'LR......... ....... ..................... SP22 55, PAY ITEM-REMOVE EXISTING CURB M LET ........ SP-22 56, PAY l7r-.M-6"REINFORCED CONCRETE DRIVEWAY.................................................... ........SP�23 57. PAY ITEM - REMOVE AND CONSTRUCT CONCRETE STEPS...... ................____------------____ SP-23 38, PAY ITEM-4' STANDARD CONCRETF RDEWAM LEAI)WALK AND WHEELCHAIR RAMP......................... .......... ............. ........................................ sp_23 59. FAY I TE M -REMOVE AND RRPLAC E FENCE.-�..................................................................___...SP-23 60. PAY ITEM -STANDARD 7"CURS A KD 18" GUTTE IL_ ...SP-24 61. PA Y ITE M -REMOVE AND KECONSTRUCT MATISOXF-91M]SC F L IANEOUS.............. ............ 5P-24 62, PAY ITEM-130kkOW........ .............. ...................... ................................................... SP-24 63. PAY FIT M -C E MENT STAB[LIZATION ....................................... ...........................I—— SP-24 64. PAY ITEM -CEMENT ..................................I......... ........... .......... ............................................... ......_ SP-24 65. PAY UTM-NEW 7"CONC R.ETE VALLEY G U'ITEK............... ......................... .............. ....... SP-24 66. PAY ITEM-,WOR M DRAIN rM.ETS........ ........... ............ 67, PAY ITEM-TPX-NGH EXCA VATIGN ANIS BACKFILL FOR STORM DRAIN__................. .......................... ................ SP-25 69. PAY ITEM -STORM WATER POLLUnON P RE VFINMON (FOR D15TU R5 E0 AREAS EQUAL TO OR G REAU R THAN I ACRE)....................... ............. ............- SP-25 69, PIE BID ITE-M- PROJEM'DESIGNATION Sl"- ................................ ............................. ............. SP-27 70. PRE R ID FMM - UTILITY ADJUSTMENT._+__........ ............... ............ ..................................... SP-27 71, PRE BID ITEM -TOP SOIL........................ ...... ........... SP-27 72. PRE B I D ITEM ADJUST WATER VALVE BOX ... ............ ...... SP-28 71. PRE B01) ITEM MAMIOLE A DJUSTMFNT.......................... ................................................. SP-28 74. PRE BID rrEM -ADJUST WATER METER DOX.---........................................................... ............. SP-28 75, NON-PAY ITEMS-CLEA R TNCi AND G R11 RB ING............. ......___........... ...................._.................SP-29 76. NON? PAY ITEM - SMN KL ING FOR DUST CONTROf......... ............................. ........................... SP-U 77. NON-PAY ITEM - PRO 1 EC I[ON OF 'I'P-EES, PLANTS AND S0lLS____ SP-29 74. ETON-PAY ITEM -CO NC RFTF COLOR F D Sl JRFA CE ........................... .......... SP-29 1'0127104 SP-2 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Fable o Contents 79, NON-PAY ITEM -PROJECT CLEAN-UF'............................................................................................. SN-29 so. NON-PAY ]TEM PROJEM HEDULE....................... . .. .. . ____ .... . ... . .. SP-29 81. NON-?AY TF'EM -NOT ICATTON OF R)S DF.NTS.....................................__......................._......SP-29 82. FON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BECifNA ING COINTR UCTIDN.............. P-29 83. NON-NAY IT t -PRE—CONS-MUCTION NEIGHBORHOOD MEE IING.......................................St'-3Q V. NON-PAY ITEM WASHED KQCK ..... ................... ..... ........................, . ,. ,..,., . ..........,..... SP-30 85. NON-PAY ITEM -SAWCUT OF EXISUNG CONCRETE..................................::.:::..:...:...-.4,.......,.,,. P-30 86. NOIR-NAY ITEM- WCAT ION AND "POSURE-OF MANHOLES AND WATER VALVES.... .. ...................................................................... P-3� 7. NON-PAY ITEM.- TiF-IN INTO STORM DRArN STRUCTIJRE....................................................... 88. NON-PAY ITEM - SPRINKLER.HEAD ADIUSTM ENT......................................................_.-........ S.P-31 84. NON-PAY FTPM-FEL FOk S71tUT USI5 PLR I-IS AND RL-IN PECTI{]NS.............................. SP-31 90- NON PAY ITEM-TEM"PORARY EROSION, SEDIWNT AND WATCR POLLUTION CONTROL(FOR DISTU"ED AREAS LESS T14AN I ACRE)_,_ P-31 91- NON PAY ITEM-TRA TIC CONTROL -------------------------------- .......-...... SP-32 a 1W7164 sp-n SPECIAL PROVISIONS PDR STREET AND STORM DRAIN IMPROVEMENT FOR' 2004 CAPITALIMPROVEMENTPROGRAM GROUP f2 PAVING AND DRAWAGE 1AIPROVE14#r NI'S FOR AZALEA AVENUE, F0QH S rREETAND M RRIVAC STREET, TIPW PROJEC T NO. C200,541200-2094000151833 D.Q.E. NO- 402 1. SCOPE OF WORK- The wcTk covered by t1iese plans and speclflcations r-onslst of the following: ReconMrucUon of Az_alen Avenne.Forh creel, acid Merrlmac Street and all other miscellaneous. Ilems of construction to be performed as outlined in the plans and specificaOons which are necessary to saltsfacterily complete the work- In order to aid the con tractof in preparing his bid, an estimated schedule for the water, sanitefy sewer, and paving replacement far each sactian has been Inc[rided at the and of the spaciial provisions section. A breakdown of tits pavlr7g bis items Inas also been irEcluded- The sclleMle and quantity breakdown are for informational purposes only. However, the Contractor strauId urfd8sstand the adverse wether and unforeseen ctrcinnslances can efFect!hese esWnated dates and shall not told the City of Dart Worth. Texas responsible fcr any delays - AWARD OF CONTRACT: Subrnlssion of Bids- Unit I arid Unrt tl cans6lute a package- II the Contractor submiIs a bid ern loath Unit 1 and Unit II and has the loweA responsive proposal pr1ce, the Contractor-will be the apparent successful bidder for this project The Contractor can bid ether tine NMAC alternate endlor the Concrete alternate- The add[live alternate must be included In any bid. Bidders are hereby informed that the Difector of the t?spanment of Engineering roservas [he right to evaluate3 and recomm.end to the City Couneil the best bid that is considered to be In the best fntera�t or the Clty- 3. PRECONSTRUCTION CCNFERENCE: The successful Contractor, Engineer. and City - City slialt meet at the call of the City (car a preconstruction conference before any of Its work begins on this project At this time, details of sequencing of the work, contact individuals for each party, request for survey, end fray requesIs will be covered. prior to the meet6g, the Contractor shat[ pre�pare schedules shoWing the segLiencing and progress of gieir work.and its effect on others, A final compos63 schedule wl11 be prepared during this conference to allow an orderly sequence or project construction. As used herein, the-form `Engineer" shall mean the design engineer who prepared and sealed the plans. specrficaban8 and contract documents for this project 4. E7CAMINATION OF STT : It shall be the res pons INIty of the prospective bidder to v]sit the project site and make such exarninaliens and explorations as may ba rr�!cessary to determine al[ conditions that may affect construction of this project_ Particular aFtenbon should be given to rnethods of providing ingrers and egress to adjacent private and public: properties, procedures for protecting existing irnpravemenis and dlspasttion of all materials to be removed, Proper con$Ideratipfl should be given Ila those details during preparation of Iha Proposal and all unusual conditions that may give rise to-fater contingencies should he brDught to tine attention of the City prior to the submission of the Propasal. During the construction of this projects it is roqu[red that all parkways be excavated and shaped including baf ditches at the same time the roadway is excavated- Excess excavation wnrill to disposed-of at Iocatic ns approved by the Engineer, 10127104 SPA During construction d this project, the Contractor shall comply wilh present zoning requlreme is of the City of For#Worth in the use of vacant property For Stange purposes. 5. BID SUBMI I A�. B[dafa3rs shall not separate a�etaoh pr remove anyr portion, segment or sheats from the Contract documents at any time_ Failure to bid or fully execute contract without retaining contract dwo uments intact may be grourEds for designatlrig bids as "non-responsive" and rejecting bids as appropriaFe and as determined by the Director of the Department of Engineering. 6 WATER FOR t:NST UCT1O : VV8ter for construu#Iorr will he furnished by the onkractor at his own expense. 7 ANFTARY FAc[LITIE-S'EOR WORKER-S: The Coritracsor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equippient 8. PAYMEN - The Cantractorshall receive-Full payment from the pity for all the work based on unit prices bid on the proposal and spectl2d in the pians acid specifications and approved by tho Engineer per actual field measriremen 1. 9. SU,BSIDIARY VVORK: Any and all work specifically govern" by documentary req uiremant far the projects, such as corrdlflvns irrtpased by the Plans, the General ConVacl torments or Ihese special Contract Dectiinertts. in which no specific item for bid has been pfavid-d for in the Proposal, shall be considered as a subsichary Item or work, the cost cif which shall he included Ire the price bid Ifo the Proposal for a ch bid Item. int.IUdihq but not 11mited to surface restoratlon cleanup and rafocatlfln of mailbQxes, All abjectionabke rnatter required to be removed from wiIIlirr the rtght�f-way and nQt padir:ukarly de�o-hbed under these specifications shall be covered by ttenl No. 102 "Ctearing and Grubbing" arid-shalt be subsidiary to the other items of the contract 10. LEGAL RELATIONS AND RE PONSIBII_IT1ES TO THE PLJBUG The Contraekorr5 particiAlar attention is directed to the requirements of Itern 7, "Legok Relations and Responsibllitip-� to the NJblIc" of the "Standard Specifications for Street and Storm Drain Construction" 11. VVAGE RATES, The labor classificatlans and minirnurn wage falas set forth herein have been predetermined by the City Council of Lhe City of Fort Worth, Texas, in accordance with statutory requIrenients, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractar on the site of the pmjent covered by these Contract Documents, In no event`shraII Iess than tlie fallowing rues be Pa (Attached 81 the end of this section,) 12. EXISTING UTI LMES.- The Jecations and dl mansions shown on the plans rPJative to existing uNllties are based on the best informatlon available_ It shall be the Contractor's responsiblUty Io verify location of adjacent andlor conflicting utilities.suflsciently kit advance of-con sIFuction to order that he iii ay negotiate such local adjustments es afe necessafy In the construction process In order to prvvida adequate 6earanre. The Contractor shall take all necessary precautions In order to peoteot all services encovniered, Any damage to utilities and any Iosses to the utility City due to dIsFuption of servlce resulting from the Contractor's ape�rations shall be At the Contractor's expense. 13. PARKWAY CCNSTRUOTION- luring the construction of this project, it Wlkk be required fiat all paf6kways ba excavated-and shaped at the same time the roadway is excavated. Excess excavation wilt be disposed of at locations approved by the Director of the Department c Engineering 10127104 P-5 14_ fl+ATERJAL STORAG.F; Martedal shall not be staled on private property,urile" the Contractor has obtained permission from the property City, 15_ PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shell take adegtinte measures to protect all existing structures, IrnprovemenIs and utilities, whtoh may be wlcoufitered. The t,tility linea and conduits shown an the plans afe for informatlon only and are not quarantf�ad by the Clty or the Engineer to be accurate as to L&xtent, location and depth, they are showri err th7- plans as [lie tient info( eflon available at the time of design, from the Owners of the utttities involved and frorn evidences found on the ground 16_ IN GRLLqE OR DEGREASE LSV 0UANT€TJE : The QuEmt€t€es shown In the Proposal are approximate. It is the Contractor's Goll i c s pDrisibility to verify all the minor pay iters quantities pr€ar to submitting a bid No additional cornpensartion shall be paid to Contractor for errors In the quantities_ Final payment will be based upon field rw.asurements The(City reserves the right to alter the quan11flas.of the work to be performed or to extend or shprten the improverrrents of any time whoa and as found to be necessary, and the Dantmstor shall perform the work as altered, increased or decreased at the unit prtnes as established 4n the contract docurnents_ No allowance will be merle for any changes in anticipated pfofits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents, ane lons in quantities of storm draln p€pes in depth categories shall be Interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but riot to the various depth categories, 17. CONTRACTOR'S RE PONSIBILFY FOR DAMA6E CLAIMS: Contractor Covenants and agrees to indemnify City's Enginear and Architect, and their personnel a[the project site for Contractor's sale Peg tigence. In addition, Contractor covenants and agrees to indemnify, hold h.arMlerss and defend, at its own expanse. the lily, its officers, servants and employees. from and against any and-all claIMS or writs for property loss, property damage, p$Tsvnal irxJury, including death, arising out of, or alleged to arise out of, the work and services to be perfarrned hereundar by Contractor, ite officers, agents, employees, subcontractors, licensees ur invitees, whether or not any such fntjury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, ies officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold hafmless the City frorn and aga Inst any and all Injurles to City's officers. servants and employees and any damage, lass or destruction to property of tt-he Olty arising from the.pedorrnaMncs of any of the terms 2nd conditions of this Contract, wherher or not any such Injury or damage is caused In whole or In part by the negligence or alleged negligence of Cfty, !ts afficers, servants or employees. In the event Oily feceives a written claire for damages against the Contractor or its subcontractors prior to final payment, fina.1 payment shall not be matte until Contirachor either(a) submits,to City satistactory evidence that the claim hos bee sattled ancdlor a release from the daimant involved. or(b) provides City with a letter from Cantractoes Ilability insurance carrier that the claim has been retef red to the insurance carrier. The Director may. if deurned approprlate, refuse tc accept bids on other City of S=ort Worth public work from a Cont-actor against whom a claim for damages Is outstanding as a resell of work performed under a City Cc intrad. 1B. EQUAL EMPt,0YMi"NT PFZQVI 5 t0hl5; Contractor shall comply with pity Ordinance Number 727B as amended by City Ordinance Number 7400 (Fort Wofth City lode Sections f 3-A -21 through 12- A-29) prahJbiting discrimination in employments practices. 1pf �1U4 $p•� The Cont,raotor shall post the required notice to IIla[efts:f on the project site, and at his inquest, wilt be provided by assistance by the CIty Df Fort Worth's Equal Ernploymant Offr r vvhb M11 re r any quaI[Fred applicant he may have on file in his office to the Dontractor. Appropdate riotices may be ai s aired from the Egoal Einpicyrrien10Mice r_ 1.9_ MINORITY AND WOMEN BUSINESS ENTERPRISE (MIWBE)COMPLIn accofdance with 01ty of Fort Worth Ordinance No. 151530, the City has finals for the p�irticipallnrt or minority business enterprises ani!women business enterprises in City contracts The Ord irkance is incorporated ifr these specifications by reference. A copy of the Ordinance may be obtained from the Office of the Clty Secretary_ Failure to cnmpIy with the ordinance shaft be a material breach of =n if act_ M/W3E UT l'LIZATION rORM. MIWSE GOALS WAIVER- FORM AN b GOOD FAITH EFFORT FORM, as applicable, mus# he submi#ted within fine (5)ci.ty busIness days after bad opening. Failure to comply shall fonder the bid iron-responsive. Upon req ueM, Contractor agrees to provide the C fty complete and accurate information regarding actual work performed by a fvllnority or 1+Womerr Business Enterprise (M/VVBI)on Rhe-cont(act-and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files In its posses51on that wltf substantiate the actual warp performed by an MSE andJor W3 E. The mrsrepresenlalbn of acts (other than a negligent rnisrapresentati4n) EM /Or the comrrikssion fraud by the {contractor will be grounds for termination of the ConIract andfor initiating actiorn under appiopfiate tedera1. stab, a IoLual laws or ordinances relating to false statement_ Further, airy such rnisrepresentation (ollie r than a riagiigept misrepresentatiofi) and/or comm isslart Df fraud will result fn the Contractor being delermined to be irresponsible and barred from par#icipathig in City work for a perlad of Ilene not less than three years. The Gity will cCM'1de:r:the Contrar.I4+r's perforrnanco regarding its 11WBE program in the evaluation of bids_ Failure to carnply with the City's t41M13E 0rdlnance, or to dem onstrale"goad faith eftt% shall result in a bid boing rendered nari-respon5lve to sperwificatiGnS. Contractor shaft provide copies of SUbcontracts or co.-signed letters of intent with approved M/WBE subcontractors prior to Issuance of the Notice to Proceed, Contralctor shall also provide monthly raporls ori uNlization of the sul carr#recurs to the City's MIWBE office The Contractor may cent first and second Liar subcontractors andlor Suppliers toward meeting the goals, The Gordractor may count toward its goal a portion of the total dollar 8mount of the conlFact with a joint venture equal to the percentage of(he MAWE partiolpation in Iha joirnl venture for a clearly defined partlori of the work to be performed. All MNVBE Contractors used in meeting the goals must be cerlifled pilar to the award of the Contract The MIWBE Contractor(s) must be certified by either the North Cenlral Texas Regional tlertifloalion Agency (NCTRCA) or Texas Department of Transportation JxDOT), Highway Division and mast be located In the nine (9) county marketplace or Currently doing buslrtE2ss in the marketplace at time-of bid, The Contractor shall oontant all Stich MNVBE subcontractors or suppllers prior to llst.1ng Ihem an the M[WRE utilization or good falIh eFfort forms as app]icabie Failure to contact the listed MAN subcontractor or suppIler prior to bld.opening may result in the rejacllnn.of bid as rwoll-responsive. heriever a change order affects the work of an M/WBE sut�dantractor or supplier, the MMBE shall be given an opportunity to perform the work. WheineVer a change order exceeds '10% of lire original coritract, the MNVBE coordinator shall determine the goals applicable to the work to be performed under tJhe change alder During the term of the contradl the can tract Strati_ 1. Make aQ unluMlfied Changes ar delellons in Its MIWBE padliefpation commitments submitted with of subsequent to the bid, and. 1027104 SP-7 � 2_ If substentlal so bcon tracting andlor substantial E:Lipplier opportunities arise dudng the term of tl-�e contract which the Contractor hed represente-d he would pedarm with his farces, the Contractor shall notify the City before subcnntracts or purchase orders are- let, and shall be required to cornply with modifications to goals as determined by the City, and, 3_ Subunit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires tc change or delete any of the MJWBE subcontractors or suppliers. Justification for change may be granted For the foiiowing; a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. FailUFO of Subcontractor lo provide requited garieral liability of other insurance_ c. Failure of Subcontractor to Gxecule a standard subcontract form in the amount of the proposal usad by the Contractor in preparing his M/WBE Participration plan. d_ Def aA by the M VBE subcontractor or suppiler In the performance of the subcontractor, Within tare (10)days attar fn a] payment from the City, the Cogtractor shall provide the I IMBE 0ffic*with documontatlon to reflect final pmrticlpatlon of each subcontractor and scapplier used on the project, Incluslve of Mr WBEs_ 29_ HNAL CLEAN-UP: Fin8I cleanup work shall be done for this project as soon as the paving and purl;►and gutter has been compleled. No more than seven bays shall.elapse after completiorM of constriction before the roadway and R.OW Is cleaned tip to the satisfaction of the Engineer_ The Contractor 5halI make a final claanup of all parts of the work before acceptance by the City or its representative_ Thls cleanup shall include remoual of all objWionabie rocks, pieces of asphalt a conc:refe and other mnstruction materlais, and in general pmparing the site of the work in an orderly manner and appearance. 21. CONTRACTOR COMPLIANCE WI1H WORKER'S C01VIFENSATION LAW A. Workers Compensation Insurance Coverage a. DEFINITIONS. b. Cert1flcation of coverage("IWartificate"), A copy of a cartificate of irf�uranco, a certificate of authorlty to self-irzure issued by the onmrnission, or a coverage agreement (T WCC-81, T11VCC- a2, 7VVCC-33, OR TVVCC-84), showing statutt-ry workers'compansalion insurance coverage for the per'son's or entity's employees prov�dIrig servlc on a project, for the duration of the projeol. Duration of the p rojeck ncludes the time tram the beg Inniilg of the work ori the project until the Contradtor'stperson's work on the pmject hes been completed and amepted by the govetumental entity. Persons praVidIng services on the prQject{"sur antractbr" in §406.096}-Incliides all pearls car entitiBS performing all or part of the servrlces the CorilrbMor has undertaken to perform on (lie project, regard les6 of whether that person contracted direutty with the Con tractcr and regardless of whether thnI person has employees_ This includes, without IIrnitaIii on, independent Contractors, subcontractors, Iensing.companles, motor carriers, City-operators. ernInloyees 01 any such entity, or err ployees.of any entity which furnishe's per5on�i tc provide seMce5 on the project "Services" include, without iirriitation, providing, hauling, or delivering equlprrient or materials, or providing labor, transrrWrtation, or other services telated 10 a pro*L "Setvices" does not Include activities ufiralatud to the project. such as food/beverage vendors. office supply de!INedes, and delivery of portable toilets_ The Contractor shall provide covpcago, based 0 proper repacking of classification odes and payroll amounts grid Iflling of any coverage,agreements, which meat-5 the statutory requiramerlt� 14127104 SP-8 .of Texas Labor-'C ode, Section 401,011(44)or all emp!oye"of file GoritTactor pfavidirig services on the project, for the duoation of the projia�t. c_ Thee ContraQtor must provide a.certifigate of oaV'arage to the govern men lal enIIly prior to beihg awarded the contract. d. f f [he coverage period shown on the ontfacPof's eurraent cerfiflcatae of .average ends during the diaration of ti7e Project, the Contractor must, prior to the and of the coverage perilod, Me a new certl fluite of coverage with [ho governmental entity showing plat coverage has been extended. e_ The ContraGtar shall obtain from each person providing services on a prnjEqct, and provide to the gcvernmentaI cntlty_ {1) a certificate of coverage, prior to that persian beginning work on the project, so the governmen tat antity wlII have on file certlFcates of i' average showing coverage for all persons providing services on the project; and (2) no.later than seven days after receipt by the Cootractor, a new certifrcata of coverage showing extension of coverage-, if the coverage period shown on the current certificate of coverage ends during they duration of the.project. f. The CGNI raotor shall rata In all rego[red certificates of coverage far the dufatfar} of tha.projact and far one year thereafter g. The Contractor shall nollfy the governmental entity In writing by c�-Med mall or personal delivery, vylthin ton (10) days after the Contractor kna~w or should have known, or any change that _ materially affects the provision of coverage of any person providing services ort the project h. The Contractor shad post on each project s.lte a notice. In the taxi, form and manner presorrbed by the Texas Vlf Oer`s Compensation, informing all persons proe0dirly services an the projeot that they are regUlred to,be covered, and stating how a person may verify coverage and report lack of c:nverage I. 7lie Corwtractar shall con"Chi ally require each person with whom It contracts to provide services cin a pri)Ject, to, {1) provldi§ coverage, based on proper reporting on c[assiFicatlon codes and payroll amounts and filing of any coverage agreements. which rneets tine statutory requfrernamt's of Texas tabor Code, Section 401,011(4.4) far all of its ernpluVees provrding services an the project, for the durallon of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a cert[flcate of coverage showing that coveraga is being provilde-d ror all employees of the person providing ser0ces on the prooct, for the duration of the project, (3) provide the Coritractar, prior to the end of the coverage perlad, a haw certificate of coverage shGv++lrrg extension of coverage, if the onve rage period shown an the.curfont certifkate of coverage ends during the duration of the projoc[, . (4) obtain form each Other parscri with whom It contracts, and provide lc the Contmctor: (a) a cedficate of covefage, prier to the ether person beginning work on the Project; and fi � 7J SP-9 (b) a new certificate of covemga showiag extenslon of coverage, prior to the end of the coverage period, iF the coverage period shown on the current certificate of coverage ends during the duration of Lhe project, (c) robin all required certificates of coverage on file for the duration or the project and for one year thereafter_ (d) notify the governmental entity in writing by certiFed marl or personal delivery, within ten (10) days atter the person knew or should have known, of any change that materially affects the provision of coverage of any person providing.services on the project, and (e) eontraclually require each person with whom it contracts, to pertafm as req srired by pefag{aphs (1)-(7),with the certirrcates of coverage to he provided to the person for whom they are provIding srwrvices, j. By signing this contract pr providing or causing to be provided a certificate of ccveraga, the Corntractor is representing to the governmental entity that all employees of the Con lractcr whcx will provide sorvir es on the project will be covered by worker's cornpensalPon coverage for the duration of Ilia project, that the coverage wlII be based on proper reporting of c I as,9ikation codes and payroll amounts, and that alt rovveraga agreements wili bn f1led with appropriate InSurance carrier or. In the case of a self- ii7sured, with the commisslran's Division of Self-insurance Regulation, Providing false or misleading Information may subject the Contractor to administrative, crlrnInall, civil penaftles or other cavil actions, k. The Contractor's Faiiure to comply with arty of these provisian5 15 a breach of contract by the Contractor whfoh enfiUes the governmental entity to declare the contract void if the Con tractof does not terr4edy the breach within ten day after receipt of notice of breach from the governmental entity B. The Contractor Shall post a notice on each project site informing all peruans providing sefvloes on the projeol that lhey are required to be covered, and stating hoW a person may verlfy current coverage and mport failure to pmvilde coverage. This rtntire does not satisfy odder postinq regvirernents Imposed by the Texas Worker's Gampensntion Act or other Texas Worker's Commission rules This notice must be printed with a hHe in rat least 30 point bald lype and text in a least 19 point normal type, and shall be in beth l*nglish and Spanish and any other[ariguagi.-common to the Worker populatian. The text for the nolloes small be the fallowing text. without any additional wards or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by worker's cC mpensaticn insuranoa_ This includes persons providing, hauting. r�r dettvering equipment or rnateriats, or providing labor or I.Tansportalion or otfter service related to the project, regardfass of the Identify of their employer or status as an ornpioyee_" Call the Texas Worker's Compensation Commission at 512 40=3789 to receive informatlan on the legal requiretnent for coverage, to verify whether your emplayer I}as provid6d the required coverage. or to report an employer's Failure to provide coverage„ 1012 7JQel SP-10 until the Con Ira or has received written permission of the Enginesr to make a substltuflon for the rnaleria l that has bears specified, WhEre the terra"or equal", or"or approved equoI" Is used, it Is undersload that if a material, pruducty of piece of equlpmeN bearing the name so used is furnished, It will be approvable, as the paAiculsr trade name Was used for the purpose of establishing a standard of quallty acceptabha to the City- hf a pmduat of any other name Is proposed substitutes Js procured by the Contractor. Where ilia tern? "or equal", or 'approved equal" is not used In tine sped fiications, tbls dries not neeessarlly exclude atternalive Items or mater ial or equipment which may accomplish the intended purpose. hlowevef, tha Contractor shall have tyre €ull responsibility of providing that the proposed substitution In, In fast, equal, and the Engineer, as the representative of the Ciiy, shall be the sole judge of the aoceptabilily of substitutions. The provisions of the sub-sectlan as related to-substituilons" shaJi be applicable to all Sim lIons of Ihese speaiflcotiarss- 3 PAECI4ANIQS AN MATE R IA LIVI E N'S1-1EN; The Contractor shall be squired to execute a release of mechanins acrd materialmen's liens upon receipt of payment. 24 WORK aR€7LR DELAY-. All ulifftles and right-of-way ara expected to be clear and sasernen#s and/or permits obtained on this project within sixty(60)days of adverilsernent of thrs project- The work order far subject project wi11 nal be issued until all utl1ities, right-of-ways. easements and]or perrnIts are cleared or obtained, The Contractor shall riot hold the Ctty of Fort Warlh responsible for any delay In issuirig the work order for this CGn"ct. 25, WORKING DAYS' The Contractor agrees to cfoniplete the Contract wilhin the allotted number of working days, 26. R IG HT TO ABANDON: The CIty reserves the right to abandon. without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construclion work authoriied by ttta tty- 27. CQf' STRUCTION S PECIFICATIONS This contract and project ami governed by the two following publIshad specifications, except as modified by Ihese ~special Provisions; STANDAR() SPECiriCATI0NS FOR STREET AND STORM DRAIN CON STRt1CTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS copy of either of these specifications ms7 be pprchased at the Office of the €]epartment of Engirseering, 1000 Throckmorton Street, 2 a Floor, Municipal l3 iding, f=ort Worlh, Texas 76t42- The specifications applicable t4 each pay item are indicated In true call-out for the pay item by Vie Engineer If not shown, then appllcable published specrfioaIioris J either of these dor,urn ents may Le FoHowe I at tho discre#ion of the Contractor. General Provisierss shall be those sof the FQA 1i orlh document fiather than Divlslon 1 of the North Central Texas document, 8, MAIN 7ENANGE STATEMEN F- The Contractor shall be responsible for dolecw in this project due to faulty mate dals and workman} hIp, or bol h, for a period of two(2) years from slate of final acceptance of IhIs projedi and will be required to replace at his expense any part or all of the project hirlh becomes defective due to these causes 29. PE : The Contractor shall receive no uampensation for delays or hindrances to the work. except When direct and unaVoidabie extra cost to tree Contractor is caused by t✓1e failwa of the City to proOde informahnn or material, if any, which is to be furnished by the City. When such extra corn peii sation is clalrned a writkm staternent th©reof shall be presented by 1h0 COMractar to the 10/27104 SP-11 Director of the Department of Engineering and If by him Found correct shall be approvers end referred by him to the Counclt for final approval or disapproval, and the act lan thereon by the Council shall be final and binding. If delay is cau6Qd by specific orders given by the Engineers to stop wotk or by the per€ormanne of extra work or by the failure of the City to provide material tat necessary Ins ttuctktms for carrying on the work, then such delay will entitle the Contractor to an equIvalenI extensfon of time, his Opp]ic.ation far whkch shall, however, be subject to lira approval of the C€ty Council; and nen such extension of line shall release the Contractor or the surety on his pEirfa rmarl ue bond form all his obl€gatkina herewidier which §gall rgmaln In full fbrce until the discharge of the contract. 30. DETOURS AND BARRICADES The Contractor shall prosecute his work in such a rrrannOF as to create a minimum of interruption to ifiaff`io and pedestrian faaltities and to the flaw of vehicular and pedc-sidan Irafflc within the prujact area. Contracbr shall pratert corlstrucflas as required by Englneer by providing barricades. Barricades. warnfig artd detour signs shall cvnfofm to the Standard JSpeciflcatian " rO s and W8i ning andlar 06lakir Signs,' It6m 524 andlar as shown on the plans. ]n&trLrOOPI signing and barricades shaft conform with "19&G Texas Manual on Uniform Traffic Control Devices. Val. No. 1." 51. DISPOSAL OF qP01LJEjLL MATE JAL Friar to the disposlrtg of any spoillflll material th e Qc�niractor shall advise the Difector of the Department of Engineering acting as the City of FC)rt Worth's k=laod blain Administratar ("Ad mirristrator"), of the Jocattan of all sites whrlre the Contractor Intends to dispose of such material. CQTitractof shall not dispose of such material until the proposed nRes have been deferrnlrled by the Administrator to meet the req u I remen t a of the Fkond PtaIn Ordinance of the City of Fart Werth (Ord Inanre a_ 10058)- All disposal sites must be approved by the Administra€a; to ensure the filling Is cart occurring.within a fland plain without a perm kl_ A flood plain permit can be Issued upon approval of necessary engineering stud,les_ ala fill permkl i5 required If disposal sites are not in a flood plain Approval of the Contractor's disposal riders shall he evidenced by a letter signed by the-Adrninlstratar stating that the site Is not In a known flood plain or by a Flood Plata fill Permit authorizlrrg Jill within the flood plain. 'Any expenses as!=Jated with obtaining the fill parrnkl, 1nduding any nacassary ehglr3earirrg swdles, shall 4e at the Contractor's expense_ In the event that the Contractor disposes of spotllf ll materials at a site without a fill permit or a tetter from the adrninistratar appfovina the disposal site, upon notification by the Director of Engineering. Contractor shall remove the spoll/fkkl material at its expanse and dispose of such matebals in accordance with 010 Ordinance of the City and this sectlan. 32. QUAL17Y CONTROL TESTING. (a) The ContracbDr shalI.furnish. at its own expense, aertif cations by a private laboratory frac all materials proposed to be used on the project, including a mix design for any asphaltic andfar Portland cemuni concrela to be used and gradation analysis for sand and crushed stone to be used along whit the n8me of thn pit from which the fnaterlal was taken. The Contractor shall provide m a nufacturar's cerilfications far alk manufactured itams tz, he used In the project and will bear arty expense related thereto_ (b) Teals of the design concrete mix shall Ire made by then Caniracters laboratory at least nine days }prior to the placing of concrete rising the same aggregate, Cement and mortar which are to be used later in the concrete, The GontraMbr shall provide a certified copy of the test results to the City, (c) Quality ran tral tasting of on site rnatcrial on this project will ba performed by Me City at its own expense Argy retesting required as a result of failure of the fnaterial to meet project specifications will be at the expense of the ontractcr`and will be billed at commerci81 rates as detafmin ed by the c1ly The failure of the City-ko rneke any tests of rnateriais shall in no way 10a7l04 Sly-12 relieve the C.OnIrnotnr of its responsibility to furnish materials and e4urprnenI can forming to the requirements of the contract (d) dirt less there 24 hours police-shall be provided to the City by the Contractor for opeFatiorts requiring tesiing_ The Cnntmctar Shall provide access and trench safety system (if required) for the alta to be tested and any WOFk effort involved is deeTnQd to be included in the unit price for the Ilam belfig tested. {e) The Contmctar shall provide a copy of the trip ticket far each load of fill material delivered to 1h fab sIle, T.he ticket shall specify the name of the pit supplying the fill material, 33 I O .R�Y.ACCI= Acrrtess to adjacent property shall be maintained at p1l times unfess otherwlse d1-ected by the Engineer. 34. SAFES Y RES RICT1ONS -WORK REAR HI H VOLTAGE LINE The folloWing procedfrres will be fallnwed regarding the subject iteM on this contract (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that. afe legibfe al twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipmerit or similar.apparatus. The warning sign shalt read as#allows: "WARNING—UNI. WFIJI TO OFF#3ATL THIS EQUIPMENT-WITHIN SIX F=EET OF HIGH VOLTAGE LINES.' (b) Eguiprnent that may ba operated within ten feel of high vollage limes shall have an insulaling cage-type of guard about Che boom o arra, except back hoes or dippers.and insulator Inks an the lift hood connecllons., ( ) Men frecessary to work within six feet of high voltage elOolrio lines, nalificatlan shall be given the power company {TU FIOGtriC Sefvice Company} which will erect ternporary mechanical barriers, de-energize the Pie or ralse or lower the line. The worts done by the power company shall not be at the expense of the City of Fort +Nortel, The notifying deparlmen I shall maintain an aQQorale lag of all Such calls to T'U Electric ServlLe omp�iny and shall record action taken in each case. (d) The Contractor is required to make arrangements with the TU Eloctric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole ctst and expense_ (a} No poison shall work wlUiin six feet or a high voltage line wlihout protection having tseen taken as eutllned in Paragraph (c). 36_ WATER DEPARTMENT PRE-QUALIFICATIONS: Any CGntractor perfafmog any work on Fort Warth water or -sanl18ry sewer facilities mast be pre-qualified with the Water Department to perform such wort In accordance wILh procedures described in the current Fort Worth Water Department General Specrfcabons which general spe-cifications shall govern performance of ale such work, 36. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiratran of three (3) years after final payment under this contract have access to and the right to examine and photacopy any directly portinent tracks, documents, papers and records of the Contractor involving transactions relating to this i=fracl Contfactor agfees that the City shall have access during normal 10127104 SP-13 working haum tri all nscassmryr Contractor facilities and shall be provided adequate and appropriate warkspar� In order to conduct ar4ts in ci nimpkgnos with the provIslons of this seftIon The City shall give Contractor reasonable advance notloa of Intended audits. {b} Contractor further agrees to irtctude In all Its sabcDntracts heraunder a pfovision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the Subcontract, have access to and the right to examine and photocopy any directly pertinent books, dncurnents. papers and records of such subwntraOof involving trarrsaclions to the subcontract end turthm Nat City shall have abcesrz durifrg normot waricing Ilorirs to all subconkraclor facllitkes and shall be provided adequate acrd appropfiate warn space in order to conduct audits in cornpliance with the provisions of this article together with Subsection (c ) heteof, City shall give subWnt-aztor reas6nable advance no#tce of Intended audits. (c) Contractor ar-id subbcontmcmr agree to photocopy'such dor-ti ,elms as may be requested by the City_ The City agrees to relrnburse Cantractof far the oast of copies at the rate published In the Texas Admir islmUve Code in effect as of the time copying is performed, 37. CONSTRUCTION STAKES, The City, through its Surveyor or agent, will provide to ttie Contractor construction stakes or ctJhw customary methods of markingb as may be I'ourid cnnsisterit with professional pFaCUCe tea eslabilsh line-and grade for roadway and utility constructlnn and centeflines and benchmarks for br dgework_ These states shall be set suWWent.ly In advance to avoid delay urhene-ver prat*:al. One set of stakes shall be set tar all utillty construction {water, sanitary sewer, dFainage, etc.). ane sat of excavatioNor stabilization stakes, and one, set of stakes for curb and gutter andlof,paving. It shall to the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furrushed until cornpletton of the construction phase of the project for which they were furnished. If, In the opinion of the Engineer, a sufficient number of stakes OF markings provided by the City have been lost, de$troyed, n disturbed. that the proper prosecution and control of the work cantracted for in the Contract Documents cannot take place, then the Cantractor shall reply Ge such stakes or markings as required_ An Individual registered by the Texas Board of professional land Sutveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactors expense, No claims for delay due to a leek of replacement of construction stakes will be accepted, and time+VIII continue tc be charged In accordance with the Gohtract Documents, 38; LOCATION OF NEVM1.WALKS AND ORIVEWAY5, Tl1e Contractor will make every effort to protect existing tfees vAlliin the parkway, with the apprrovaI of the engineer the Contractor may r Qce pta proposed new driveways and walks around existing trees to minimize damage to trees. S9. EARLY wARf ING SYS-'EM FOR CONSTRUCTION: Time Is of the esi Bance in the cnmpletlen of this rantracl. In oTdaf to insure thal the Contractor is responsive when natlried of unsatisfactory pertormarrne andlor of fallure to maintain the contfW schedule, the following process shall be applicable' The work progress on all construdan p6jei�:ts will be closely monitored. On a bl-monthly basls the percentage of work completed will be compared to the percentage of time charged to the Contract_ If the amount of work performed by the Contractor is tars than the percentage of time allowed by 0% or ,riche (example: 10% of the work cornpleted in 30% of the stated conlract time as may be amended by change order), the following proactive measures will he taken: 1. A tetter will be mailed to the Contractor by cerbD+ d rnaii, return receipt requested demanding That, within 10 days from the data that the letter is recelved, it protide sufficient equipment, materials and lahor to ensure completion of the Work within the c:ontrect time In the event the Contractor receives such a lettef, [he Contractor shall 1'07104 SP-14 provide to the City an updated schedule showing how the project will be completed within the contraet time. 2_ The Project Manager anal the Directors of the Department of E ngineerIng. Waller Department, and Department of Transportation and PublIc Works will be made aware of the situatlon IF necas ry, the Crty Manager's Office and the approprpate city council mernbers may also be Informed 3. Any rin ice that may, In the City's sole discretion, fie required to be provided tq Interested Individuals will distributed by the Engineering Deparftnpnt's Public Information Officer. 4. Upon reoelpt of the Gontcaat&s response. the appropriate City departments and dire6lors urlil be notified_ The Engineering Department's Public Information Officer WiiE, It neciessary, thea forward updated nnlices to the trttere5#ed Individuals- 5 if the Oontraotor fads to provide an acceptable schedule or Fails to perform satisfactorily a second time prior to the oornplefaon bf the writract, the bonding company will be riollried appropriately 40, AIR POLLUTION WATCH CLAYS; The Conlraclor shall be required to observes ilia following guidelines relalJng to working on City eonstTuotion sites on Mays designated as "AIR POLLUTION WATCH DAYS" Typically, the OZONE SEASON, Uvithin t}lo Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 aril. - 10;00 a.m. being critical BECAUSE= EMISSIONS FRDM THIS TWE PERIOD HAVE ENOUGH TIMES To SAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION The Texas CnrnmMion on Envimnrnsntel Quality (T'CEO), in coordination Wth the National Weather Servic% will Issue the AEr Pollukrt Watch by 100. p_m, on the atterrkoon prlor to the WATCH day. On designated Air Pollution Watch Days, the Contrdr:ior shall bear the responsibilily of being aware That such days have been deslgnated Air Pollution Watch Days arta as such shall not begin work untll 10:00 a.m. whenever coni�trurlllon phasing requires the use of motorized equipment for periods in excess of 1 hortr liewever, the Contractor may begin work prior to 10:00 a.m. if use of motorized equlpmenI. is less tl ian 1 hour, or If equiprnerrt is flew and cerllfiad by EPA as "Low remitting" or equipment burnt Ultra Low Sulfur Diesel (ULSD), diesel ertnulsions, nr altamatIve fuels such as CNN. If(he Contractor is unable to perforin continuous work for a period of at least seven hours betwaer7 the hours of 7:00 a.m. - 6:00 p-rn., on a designated Air Pollution Watch Day, that day will be con Mdered as a weather day and added auto the allowable weather days of a given month. CONSTRUCTION 41_ PAY ITEM- UNCLASSIFIED STREET EXCAVATION, See Standard Sp6cificakions Item Nn_ 106, "Unclassified Street Cxuavation' for specEfrce#iaris governing this item. RernovaI of existing perietraIion or asphalt pavement shall be inciudad in this item. Operations necessary to vt+indraw existing gravel base in order to lower or raise sobgrad P. shall be curtstdared as subsidiary to this Item acrd no additional compensation shail be given as such. Wring the construction of this project, it is required that all parkways be excavated and shaped at the satins time the roadway is excavated. Excess excagatron will be dlsposed of at locations approved by the-enginee-r. 10127f04 SP-15 The Intention of the G4 is to pay only the plan quantity wilhout measurement Shoutd either contfacting party be able to show an error in the quantities exceeding 10 percent, thea actual quanlities wilt be paid for at the unit prlces bid. The party requesting the payment of actual rather than plan quantities Is responsible for be.aring any survey andlor m sufement costs riacessary to vadfy the actual quantities, 42. PAS`ITEM - Q" REINFORCED CONCRETE PAVEMENT, (a) All applicable provislons of standard Speclficatiams Item 314 "Concrete Pavement,`' shall apply, The Contractor shall use a six (6) sank carterete m1X for all hand placement In the interseotians. The unll. price bid per square yard shall be full paymeni for all labor, rnaterlal, equipment and lnoldentads necessary to complete the worn. (b) Once an evaluatian of the pever enI is made to determine whether the crack Is due to distress or minor shrinkage, the folid ng pollcy will apply (1) Wheii the crack is minor and clue to shri0age (L*smetic), then n 1 further ireatmertt W41 be needed- (2. ) It the cfack is due to distress (structural), the failed pavement must be remDved and replaced a rrrinimuM of 5 feel, In no corse should the rernalniing portion of tha parcel be less Ihan 5 fee#wWa after repalring the failed panel, (3) Any crack within 1.2 inches of any joint most be removed and replaced a minimum of 5 feet to prevent future spelling of the pzWement, (c) All concrete pavamen t not placed by-hand shell be placed using a fully automated paving machine as approved t: the onstruction Englneer Screeds will riot be allowed except if approved by the Construcalon Englneer. 43. PAY ITEM -SILICONE JOINT JN0 FOR CONCRETE PAVFMF.NT_ CITY OF FORT WORTH, TEXAS TRANSPO PTAT 10N ANO PLJB1,IC WORKS DEPARTMENT PEGIFICATION for SUCONE JOINT SEALING (Revision 1, OctoMr 18, 1989) (Revision 2, May 12, 189+4) 1. SCOPE This specification for.sWcone joint sealing Purtland Cement Go=ete pavement and curbs shall sup©fsede Item 814.2_ (11) "Joint Sealing Mater;iats" of STANDARD SPECIFICATIONS FOR STREET ANN STORM DRAW CONSTRUCTl`0N - C1TY OF FORT WORTH, and Item 2.210`Joint Sealing" of STANDARD SP EC IFI CAT 10NS FOR PUB LJC WORDS CONSTRUCTION - NORTII TEXAS COUNCIL OF GOVERNMENTS. 2, MATE-RIALS 2.1 The silicone joint sealant shaid meet Federal Specification TT-S-EOD1543A for Class A sealant except as modified by the test requlremanLs of this specification, Before the instaflatpon of the jatnt sealant. the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silwone joint sealant meet these requirements, 2.2 The manufacturer of the sllicone joint sea lr3nt shall have a minimum two-year 1012714+4 SP-16 demonstrated. documented successful'field performance with Portland Cement Concrete pavement silicone jolnt sea[ant systerr7s. Verifiable documentation shat! tie submitted to the Eng1neer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied, 2.3 Self-Leveling Stlicone Joint Sealant The Jnlnt sealanI shall he Dow Gaming Sgt - L self-level Irig sWcone join sea Ian I as rrranufactured by Dow CoMing Cofporation, Midland, M148686..09g4, a an approved equal', Sed-Levalipg SIIImne Jgint Sealant Test Method Test Reguirrrrrient AS SUPPLIEL) "" Ikon Ilo611le antent, % min, 96099 MIL-5-8802 Extrusion Pate, gramsfrt7inute 275 to 530 ASTM D 1475 Specific Gravity 1,296 to 1-340 ..A. Skin-Over Time, minutes max. 60 "A'" Gare Time. days 14 to.21 "°." Full'AdPresianr days '14 to 21 AS CURED -AFTER ASTM D 412, [die C trod. Elpngatian, Flo mire, 1490 A8TM D 3583 Modulus @ 150% Mongation, pM max 9 (Sect. 14 Mcid-) ASTM C 719 Movement. 10 cycles @ +1001-50 No Failure ASTM D 3583 Adhesion to Conefete, % Elongation min. [300 (Sact. 14 Mod-) ASTM D 3583 Adhesion to AsphaIt, % Elcngatk�n min, 600 (Sect, 14 Mod.) 2A The joint filler sop shall' be of a closed cell expanded pclyethyJena foam hacker red and polyethylene bond breaker tape of sufficlent size to provide a tight seal. The hack rod and breaker tope shall be instaIled In the saw-cut Jpint to prevent the jolnt sealant Pram tiowIng to the.bolfom of tha joint. The backer rod and hreaker tape shall be compatible uv#h the silicone joink sealant and no band or reaction shell occur between there. Reference is made to the "Constructlon Devil" sheet for the varioLES joint details with their respective dImensiorls: 3. TIME DF APPLIGATDN On newly constructed Portland Cement Concrete pavement, the joints 00 be inilIaIly saw m to lite requimd depth with the proper jalni spacing as she= on the "Construction Detail'" sheet or as directed by the Engineer within t 2 hours of the pavement placernent (Nate Thal for the "dummy"joints, the initial IM ;rich width "green" saw-cuI and the "reservoir' saw cut are identI al and shauId be part of the same saw cutting operation. ImmeMately after the saw C-UHIng pressure washing sham be applied to flush the concrete slurry fmm the freshly 1012 7104 P-1.7 saw cut join K) The pavement shail be allowed to cure for a minimum of seven (7)days. Then the saw cuts for the joint sealant raservoir shall be made. the joint.cleared, and the joint sealant installed. During the appljc�alon of the joint sealant, the weather shall not be inclement and the tempersture shall be 40F (4C) and rlMng. 4 MUI MENT 4.1 All neueasary equLprnent shall be furnished by the Contractor. The Contractor shall keep his squipment Iri a sa1Wac vq working con d111an and sha II be lrisp ted by the Engineer prior to the beginning of the work The mInimufn requirements fof-construchori equipment shall b4� as fotlows- 42 Con6efe Saw: The sawing equipment shall be adequate in sIze and powef Its cornplete kha Jaint sawing to the required dim enslans. 4.3 f-ligIn Pressure Water Purnp: The Nigh pressure c d water pumping system shall be capable of detivering a sufficient pressure and volume of water to lkhoroughly #lusts the concrete slurry from the saw-cul Coln# 4-4 Alf Corn pfessors, The delivered campressed air shall Have a pressure In excess of 90 psi and 120 cfm. Thera shall be suitable reaps for the removal ❑f all free water and all Ircirn thacnmpressed air. The blow-tube-shaII rit Into I h a saw-cut JQ1nt- 4-5 Extrusion Pump; The autput sh8il be capable of supplying a sufficient volume of sealant to the joint. 4-6 1njectian Tool: This mechanical device shall apply the sealant uniformly into the joint- 4.7 Sandblaster: The design shall be for=mmerciat usa with air compressors as specified in Paragraph 5.4- 4.8 Earker Rod Bolter and Tooling instmrnenL. These devices shalt be clean and free of contamination They shall he oompatible with the join depth and width requirements, 5. CONSTRUCTION ETHOD8- 5,1 General; The jolni reservolr saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed In a canUnuous soquence of opemborts 5-2 Sawing Joints: The-joints shall be saw-cut to the width and depth es shown can C the " onstruction Detail'sheet. The Faoas of the Julnts Shall be unirarm in width and dapth.ainng the full length of the Joins. 5.3 r:lesning ,feints- Immed lately after sawing, the resulting concrete slufry shall be completely removed from the joint and adjacent area by flushing %Mth high pressure water- The water flushing shall be done in one-difectlon to previent joins cantamina�on. When the Contractor alects to saw the joint by the dry method, flushing the faint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air (Paragraph Rev 1, 1012 7104 SP-18 Octobet 18, 1989) After cornplete drying, the joints shall Eek sandblasted The nozzle shaft be attached to a maczhanicaI aiming device so that the sand blast wl11 be directed al an angle of 45 degrees and at a distance of one to two Inches from the face of Etre joint, Both Joint faces shall be sandblasted in separate, erre directional passes. Upon the termination cif the uandbiaOing. the joints shall be blown-out. usingimpre,5sed air, The blow tubi shall fit info they joins The blown jnlnt Shall be checked for residual dLiSt or athar rontaminaliore If any dust or contarn I nation is found, the sandblasting and blGwing shalt ba repeated until the joint is cleaned. Solvents.will not be parmI fted to remove stains and contarninatian, Immediately upon cleaning, the bond breaker and sealant shall be placed In the joint. Open, cleaned joints shall not be left unsealed uvernighl f3ond Breaker Rod and Tape: The band brcaker rod and tae shall be Installed Its the cleanad joint prioF to the appticatiorn of the joint sealant In a M; Boner that Mill produce the repaired dimpris€ons. 5,4 JGInt Sealant; Upon placernaM of the gond breaker red and tape, the Joint sealant shall he applied using the machanicat inj8ction tool_ The joins sealant application shall fart be permitted when the air and paverneol. te+nperature is less than 40F (4C), Joints shall real be sealed unless they ara clean and dry Unsatisfactorily sealed joints shall be refilled_ Excess saabrit Eft on the pavement surface shall be removed and cdisearded and shall not be used to seal the Joints. The pavemapt sLrrface shall present a clean final condition. Traffic shalt not be allowed on the fresh sealant until it becomes lack- frac-Approval of Joints: A represenlalive of the sealan? manufacturer shall t)e present at the job site at the begionin9 of the final cfeantng and sealing of the joints, Me shall demonstrate to the Contractor and the Engineer tha acceptable matfrod for sealant installation. The manufacturer's representative sha.11 approve the clean, dry jol05 before the sealing operation commences 6. WARRANTY The Contractor sha11 provide the Eng heer a man ofai�turar's w0nern goo rantee on all Joint sealing materials. The-manufacturarshall agree to provide any repfacernent material free of charge to the Lily Al So, the Contraclor shall provide the ErngIneer a written warranty on all sealed Joints. The Cantrac!af shall agree to replace any failed joints at no co5I to the C t y Roth warraMk3s shall be for two years alter flint acceptance of the completed work by the Engineer. 7 BASIS OF PAYMENT Payment will be made at the Contfacl bid stern unit price bid per linear fool (L.F,) as provided in "MEA UREMENT" for"S I L I C ONE JOINT SEALING", which price of shall tae full compansatian Far furnishing all materl�iIs and for all preparation, dellvery, acid application of those sealing materials and for all Iab6r, egUIprrment, tools and incidentals nerossafy to complete the silicone join sealing in con te;rmity with the plans 10127104 P-19 and these specrrrcations. 44. PAY[TE" - 7" Of CF.ZETE CURB,. The Contractor may, at his option, construct either Integral or supedrnposed curb_ Standard Specihca[ion Itern 502 shall apply except as follows: Integral curb shall be constructed aiOng the-edgo of the pavement as an inlegfal part of the slab and of the same concrete as the alab_ The can t! fur the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab, If the Contractor fails tQ backfii11 behind the curb within seven (7) oalandar days of pouring the curb and guttef, the amount paid far tha curb shall be reduced by 25 until the backfilt operation Is complete. 45, PAY ITEM - RETAINI NO WALt.- (NOT US EC ) 7hIt; item wIII consist of piac{ng retaining walls In 1aoatlans ar«t at heights determkned by the engineer In the.field_ All appltcaNe seQtion of C-ty of Fort Worth Standard SpeciricaWri item 518 shalt apply except a$follows: Detaining wall shall be constructed "t City of Fort Worth Oonstfuction Standard Drawing _ S-M13 "Retaining Wall With Sidewalk" where applicable. All exIs,dng brick afkdfor stone retaining walls not sign ioantly'lm*ted by proposed grade changes will be protected, Replacement of retaining walls nol Impncted by proposed grade changes vVil11 be at tttr* expense of the Cori Iractor. 46. .PA _MTEM - Rt PLACE EXIST, CURS AND GUTTER: (NOT USf=I)� This stern is includnd for the purpose and Fe'moving and replacing existing cufb and gutter in transition areas as determined by the Engineer In the flaid- The proposed cufb and gutter M11 ba of the same dImension9 as the exisft curb and Sutter to be rem aved_ Quantifies for this pay item are approximate and are glveh only to establish a urtil price rof the Work The price bid per lin"r foot for "REPLACE EXIST. CURB AND GUTTED" as spawn in the Proposal will be full payment for materials Including all rabcr, equipment, tools and inf-identals necessary to complete this work 47. PAY ITEM - F1111+AC TRANSITION, This item will con sJst of the fumIshing anal placing a varying thick pesSes ark 1-1 MAC surface in translllan areas where indIcatnd on the plans, as specliked in the9e spoclPicabDns and at other iacatiDn8 as may be directed by the Engineer. This item shall be governed by all applicable provisians of Standard Sper1ficaflons Item 312. The price bid per #an H AC Tran4itton as shown in the Propos-al W111 be full payment for materials Including all labor, equipment, tools and incidentals necessary to oomplete the Work, 48_ Pill`ITEM - -6" PIPE UBDRAIN: No Specific location for this item is designated on the pians. StMbdrain shalt be Installed only It field conditions indicate ground wafer at subgrade level after excavation and if deerMed necessary by the Eng-frieer. 49. PAY ITEM - TRENCH SAFETY. (NOT USED) Description_ This item will consisl of the basir requirements which the Contractor must comply with in order to pravrde for the safety and health of workers in a trench. The Contractor shall develop, design and implemenI the trench excava[ion safety protection system_ The Contractor shall bear thB.00le responsibility For the adequacy of the trench safety system and providing "a safe place to work" for the workman. VV27/04f-20 The trench excavation safety proterAon system shall be used for all trench excavalIons rleepe( [frail five-(5) fret, The Excavating and Trenching Operation Manual of the Occupational Safely and Health Admirristratlon, U.S. Department of Labor, shall he the minimum gova ming requirement of this item and is hereby made a part of this speclfrcatlor3, The-CoriVarrtor shall, In ;�ditcin, comply wish all ether applicable Federal, State and locaI rules. regulatlens and ordinances. Mea sufernent and Payment, All m4elhods used for trench excavation safety protectkm shaII be measured by the linear foot aif trench anti paid at the unit prk� in the Propos,3l, Which shall be falal ram pensallon far furnishing doklgn, materials, tflols, lab!ar, equipment and incldentals necessary, Including removal of the system. Trench depth for payment purpoeas for Tren& Safety Systems is the vartIcal depth as rrieai4ted from thia top of the exlsting ground to the bottom of the pipe. 50, PAY ITEM -8" TI- JQK LIME STABILIZED SUBGRADE E CE=MENT FOR-SUBGR Af3E STABILIZATION- See Standard Specificalions Item nfo, 210, "Lime Trealment (Material Manipulatlon)" and Speciticalian Item Na_ 212, "Hydrated Lime and Lime Slurry" for specifrcotrcrrs gcvefning this item_ Quantities for this pay item are approximate and are given only to establish a unit price for the work_ Tape price bid per square yard for-a" THICK LIME STABILIZED SLJBGRADE'as shown in the P roposal will be full p�iyrxienl for all labor, equipment, tools and incidentals necessary to complete the work The price bier per ton For "LIME FOR SUBGRADE STABILIZATION" as shown In the Proposal+,vii1 he full payment for materials necessary to completie the work- 5 1. FLAY ITEM - t}" H.M.A.Q PAVEMENT (Thickness Tolerarlpes arta HMAC Tostinq Progedures The base oourse shall be a 3" deep Type -S" course placed irr one IIft. The surface course 91 T be a 3" deep Type`D" course placed in-one lift_ All provisions of Standard Specification No. 312'.7 'Construction Tolerance' shall apply except as madified herein; 1) After completion of each asphalt Paving COUIr,a., core tests will be made to dete"fle compliance with the contract speclFcations. The hot rrrix asphaltic concrete pavernent will be core drilled by the Clty of Fort Wurth The thickness of the asphaltic surface will be determined by measurement cares taken at locations determined by the Engineer T11e thickness of individual cores will be determined ty averaging at least three (3) measurements. if the rnra rnaasurements indi to a deficiency, lige length of the area of such deficient thickness shall be determined by. additional cores taken Tong the length of the pavement In each direction until cores are obtained which arra at least of speciflad thickner; The width of such area shall not be less than 'A of the roadway width. 2} When the thickness of the base course (as determined Frim core samples) Is more than 1511/ deficlent of the plan thickness, the Canlractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course rrraterial The surface course must be the pian thlckrress. Tins does not Inctude surface rourse malerial used to make up doficiencies In the base course as described In Item 2). 4) The overall thickness of asphaltic canurele pavement mast be a minimum of the plan thlc€ riess, Defrdent areas (as determined In Item 1) found to be less than the plan tnickriess will be removed and repla'oed at the Contraolcr`s expense. 6) No additional payment ower the contract price will be made for any hot-mix asphaltic concretA course of a thickness exceeding that required by the plans and specificalla05. 10lt7104 SP-21 6) HMAC Tasting Procedure The Contractor is requlri�d to submit a M1 Design for both Type"B" and "i " asphalt tttat will be used for each project. This should be subrnitted at the Farb- onstrucllon Conference, This design shall not be more than two ( )years old, Llpon submittal of the design mix a MaMhal (Proctor)will be calc+jlat'_'Ld, ]f one has not been previously calculated, for the use during density testing. For type "S" asphalt a rrraArnam of 20116 rap may be used_ No Rap may be used in type "D" upon approval of an asphalt mix design and the calculat+on c the Marshal (pr actor) the Contractor is approved for placement of the asphalt_ The Dontraotor shall contact the City Laboratory, through the inspector. at least 24 hours in advance of tine a9pheII placemarit to schedule a technician to assist In the man itofing of the ii umber of passes by a roller to estabiish a rolling pattern that wit[ provide the required densities_ The req uked Density for Type"B'and for Typo "IJ"asphalt will be 91% of the�, iculated Mamhal(proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling paftern is established, deF1Sibes should be taken at locations nflt more khan 300 fast apart, The above regLiirement appl les to both Type"B" anti "D" asphalt, Densities ort type "B" must be done before Type`D" asphall is applled. Cores to determine thickness of Type "B" asphalt must be taken before Type "V asphalt is applled Upon compietbn of the applicallon of Type "U' asphait addlbunal cores must be taken to determine the applied thickneso, 52. PAY ITEM - Cc N PETE FLAT WORK (CURB, CUR13 & GUTTED, 31617WALKS, LEADWALKS. VVHEELMALREANfiaA kD f]R 1 UVA S] Concrete flatwnrk is defined as curb, curb and gutter, sidewalks. leadwaIks, wheelchair ramps and driveways as shown In tha plans.This provision governs the seguanco of work related to r. ncrete flstwork and shall be considered a supplement Ito the specificabons governing each sped ripe Item. Required backfilling and finished grading adjacent to flatwork shall be c:omple{ed in order for the fiatwork to be accepted and measured as completed_ No payment will be made for flatwork until the pay Item has been completed,-which Includes bat Rho and finished grading. 53 PAY ITEM— REMOVE EXI nNG CGAIC�RETE SIDEWAL&.DRIVEWAYS, $]'E_PF?, LEADI ALKS AND WHEEL CHAIR RAMPS_ This Item IncIddes removal of existing concrete sidewalks, driveways, steps, leadwslks and wheelchair ramps at location shown on the plans or as designed by the Engineer. See Item No. 104 "Removing Old Concrete", for Specifications governing this item. 5d, FLAY ITEM-REMOVE EX1STING CURS ANO Gu I ER, Where shown on the pians Qr where designated by the Engineer, existing curb acid or gutter and Laxisting laid down curb shall be Femaved and disposed of In a ma er satisfactory to the Engineer, Measurement will tm� by the linear foot for curb and gutter, Iaydo n curb removed, and fQr ail labbr, tooK and Incidentals necessary to complete the job. 55. PAY ITEM - RFMQVF FAISTING CURB INLET: This Item shaII include all labor, materials, and equipment necessary to remove arid dispose of the ex is Ling inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Flans and as directed by the Englneer_ 10127104 Si'-2? 55. PAY ITEM -8" THICK REINEO,IRC ED Q�GRETE DRIIfE�14FA : See Standard S peG[if caHon Ili rm No. 504, " onarete SldewaIks and Drlve ays"for speclfcations governing this rten7 85 well as datafl5 S-S5 and S- 5A, The price bid per square foot rot "6" THICK RElNIF0RCED CONCRETE DRIVEWAY" as shown In the Pfoposaf will be fuai* paymerrl far rnaterials Including all labor, equipment, tools and incidentals necessary to cam plate.the work- 57, PAY ITL M-REMOVE ANN CONSTRUCT CONCRETE STE S' OT U Sae Standard-Specification Item No. 516; "Oondirdth Steps" for speclflcatrans gb+oirrling this item as well as details M-3. The price bad per each for "REMOVE CONCRETE S'>!EPS" and "CONSTRUCT CONCRETE STEPS" as ahoWij in the Proposal will be full payment for materinIs Including all labor, equipment, tools and incidentals nacessary to complete the removal amyl conskuclion of each set of concrete steps. 58. PAY ITEM—4' STANDARD CONIC RCHTE $10E VALK. L EADVVALIK AND VVHEELCHAIR RAMP: All appkrcabl provlstans of standar! Specifications Item 104 "Removing Old Concrete" and [tern 504 "Concrete Sidewalk Driveways" stall apply except as herein modified The Contractor shall-coris#rucIt standard concrete wheelchair ramps as shoWD art the enclosed retails, of as Mrected by the Engineer. The Contractor shall not remove any re.9ulalary sign, instrixtion sign,.street nage and sign or other sign which has been erected by the City The C011t1_acWr shell canta.ct Sligns and Marking Diviisbn, TPVV (Phur}e 871-3738}, All corncrete flared surfaces shall be.colored with LITHOCHROM E color hardener as manufactured by L.M. Scofield Company 0 equal, Tho color hardener shall be brick red color and dry-shake type, and shall he used irx accordance with manufacturers linstrudarls -'ConttaoWr shall provide a colored sarnpl$ concrete panel of orte foot by one foot by-three inches. dimenslan. or other dlmaoslon approved by the Engineer, mooting the aforementioned speaifkakign The sample, upon zkpprovaI by the Engineer. shall be the ameptablp standard to be.applied fcf ail construction coveted in the scope of this pay Item The method of appftatlon shall be by scrE�ea, sifter, sleve c other means in order to provide for a undorm.color dlstributlon," 59_ PAY ITEM - REMOVE AN �OE FECE_ This U!m shall Inctude the remaval and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by.the Eng Inear. The Contractor shall exercise caution in removing and salvaging tale mat&iais to they may be used In reconstructing the fence_ Their construEied fence shall bu equaI in every way, or superior, to the fence removed. The Contractor shell be responsible for keeping livestpck Mthia the fenced areas during construction operatan and while rcmovIng and relocating the fence, and far any damage or injury sustained by parsons, livestock or prcpvrty an accoUnt of any act o ornlsslgn, negtaat ar rnisconduci of his agents, employees, or sUbcon1iaclors. The unit price per Linear toot strewn ori the Proposat shall he full compensation for all materials, labor, equipments, tools and incidentals necessary to comp late the work 6G. PAY ITEM-STANDARD 7" GURF1 AND 1 B' GUTTER; =7104 E-23 Ali praVisiorks cf Standard Speoificatian NO. 502 'Concrete Curb and Gutter' shall apply except as modified herein; til diary to the uritt-ptice bid'per linear foal shall he the following; A minimum of 5" or greater as required depth of stabilized subgrade properly oampacted under the proposed curb and gutter as Shown in the cronslructiaa details_ b. If the Cmfracicr W15 to back#ltl elthefi In franc of the gutter or behind the cufb wlthin seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall he reduced by 5% until the backfill operation is complete. Standard Specifications Item No. 502, shall apply except as herein modified. Concrete shall have ininirnurn compressive strength of 111rae thousand (3,000) pounds per square inch in twenty-eighl (28) days. The quanlily of mixing water shall not exceed seven (7) gallons per sack (84 lbs,)of Poilland Cement_ The slump of the concrete shall not exceed throe (3) inches. A minimum cernent content of Five (5) sacks of cement per cubic yard of concrete is required, fit_ PAY ITEM —REMOVE AND R ECONSTRUCT MAI LBO RFS f MISCEI1ANEOU . (NOT USED) This Ram includes the removal and recaristruc tion of existing mailboxes, bfick--wall s, faowadt ed trim and mIscellanamm Items.wRhin the right of way whick may be damaged or removed during construction. When possible, the Contractor shalt salvage existing materials for reuse in the replacement or repair of drarnaged or removed items. Items which are to be repaired or reconstruct,!1d should look arcnktecturally the lama in materlaI arid.appearancc and should be reccr«slructed or repaired in a bettof OF neW conditio". All applicable provisions of City of 1=am Warlh Cons tfucli0TI Standards shalt apply 62 PAY ITEM -BOR RQY 1, All applicable pmvjSion s of Item 112, `Sorra w' shall apply 53_ PAY ITEM- Q EMENT STAB ILZATION: All applicable prDvisians of Item 214, 'Portland Cement Treatment` shall apply 4, PA .ITEf1 —CEMENT: All applicable previsions of Item 214, Portand Cameht Treatmenr shall apply, EL5. P_AY ITEM -NEW 7" CONC 2E7E VAL LEY Gu,rTER-. Phis item shall Include the construotlon of uoncroe galley gutters at various laxations to be determined In liefd. Removal of existing, asphalt pa�emenf, canrrete base, curb and gutter, and necessary excavation to Install the onncrete valley guitars all shall be subsirllary to this pay item. Furnishing and placing of 2;27 concrate base and crushed limestone to a depth as directed by the Engineer and necessary asphall transitions as shown In Ma concrete +alleg gutter details shall be subsidiary to this Pay item, 101 7104 SP-24 See standard sp6cifrcat.iari Item Nix- 314", Concrete Pavement", Item 312 "HotUx Asphaltic Concrete", Item No- 104, "Removing Old oricrete", 1tern No. 1%, "Unclassiried Street Exravation" Item No. 208 "Flexible Ease." Measurement for final quanlitie�; of valley gutter will be by the square yard of concrete pavement and the c urb and gu[ter section wiII be. included, antractor may substitute 5" non-reinforced (2;27) Concrete Base in lieu of Crushed Stone at no addl(iortal oast, See Item 314" Ooncfete Pavement'- The concrete shall be designed to achieve a rninimurn compeessive strength of 3000 pounds per sgvare inch. Gontrac[or shall work on once-half &Valley gutter at a time, and the 00*r hall she[I be open to traffic. Work shall be compieied on each hair within sever' (7) calendar days. 68, P/AY ITEM–STORM DRA N INLET .- An Ara alternative method of ca nstructicil for these item wlII be "Pre-Cast" manholes and inlets. If the Contractor desires to use this rnethod, he must submit details for the construction to the Tran5portatlan and Public Warks Repartrnent fore review and approval if said detalls are accepiat}Ie The Pre-east constructloa miJst be equal or superior to the strength requiramenIs for this iters as set out In Item 444. " anhoIL-s arxd Inlets"and sald.construdlon shall be in compliance with all other requirements of Item 444 where applicable. 67 PAY ITEM -- T R F NQ H EXCAVATION AND SAC K F I L L FOR STORM DRAfN. Work under this item Includes all the proposed excavation arid.backfll In the project area and the necessary till area Payment will he made far the quantity of earth excavatedlbacktilled, The planing of till shall be subsIdiary to tfiir trench excavatio rUb ack f i 11 price Excess material which is obtaIried from excavating the trench shall be used for fill placement subjerwt to the pr€Visions of Item 114 of the City c Fort Worth Standard Specifications AIi excavated material which is unacceptable as fill rnalerlal shall becorrte the property of the Contractor to be hailed off the site and disposed of properly. Unacceptable material sl-rall be, but riot limited to, fucks, concrete, asphalt, debris, etc. The cast for refn(?+rcil. disposal of unacceptable material shall be subsidiafy to the unit prices, 60, PAY ITEM- STORM WATER POLLUTI0N PREVENTION (1708 01STURBE R AREAS F0UAL 1`0 OR GREATER THAN t ACRE)_ — PERMIT: As defined by Texas mrnlsstori on Erivifonfnenial Ouallly (T EQ) regulations, a Texas Pollutant Discharge EQmination System (TPDES) General ConstrLrcl.ion Permit is required for all corastwdori activities that result Jn the disturbance ref one to flue aures (Small Ccristruction Activity) or five or more acres of fatal land (Lame Construction Act1v1(y)- The Contractor it dertned as an "operator" by state regulations and is requirod to obtain a permit- Information concerning the permit ran be obtairied through the Internet at hUp:lAwrow.tnrcc,stafe,tx.usfperrn0figlwater permfwwperrnlc:onstruct htrril Soil stabilization and structural pfacllcei� have been selected and designed in accordance wily North Central Texas Council of Gower tents Best Management Practices and Erosion Control Manual for Construction Aclivi0es (BIMP Manual)- This manual can be obtained through the IMerrLel at www.dfwsfornawater-cm/(unoff_htrni. Not all of the struotural controls discussed in the L31VIP Manual will necessarily apply to this project- Bes[ Management Practices are canstruction management technlques that, if properly utilized, can minimize the need far physical controls and posslbie reducer casts- Th8 methods of control shall result in minimum sediment retention of not less than 70%. OTIQE o INTENT WOO If the project will result in a total land dis,!: Bance actual to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (Not) form prepared by the en9irxeef, It serves as a nolif7cation to the TC EQ.of construction activity as well as a commitrnept that the Contractor understands the? requirements of the permit tar storm water IM7104 SP-25 discharges from constructlon activities and khat measures will be taken to implement and maintain slorrn water pollution prevention at the site. The N 0 ShalI be sukrmitted to the TCEQ at least 411 hours prior to the Contractor moving on sfta and shall include the required $100 applIca ilon fee The N01 sh0 be marled to; Texas Commission on Erivironmental Quality Storm Water& General Pie rmits Team; MC-728 P,O. Box 1307 Austin. TX 79711-3Q8.7 copy of the N 0 1 small be sant to. C4 of Fort Worth DepartmenI of EnviTonmeMal Management 5000 MLK Freeway Fort Worth, TX 75119 NOTICE OF TERMINATION fNQT} For all sites that quallly as Large Construction Avtivlty, the .Conti- trar shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) furrn prepared by the engineer. It.surves as a natio that the site is nor longer subjeut to the requirement of the perm II The NOT should be mailed to. Texas Com rnission on Environmenta10 uality Sturm W- Wer& General hermits Tearn; MQ-226 P_O_ Bax 13087 Austin, TX 78711-3087 STQRM WATER POLLUTION PRF-VFNI-JON PLAN (SWPPP). A docurnent consisting of an erosion control and toxic waste managernent plan and a narrative defining Me parameters and techniques to ho employed to reduce the release of sediment and pollution frorn the :construction site_ Five of Lhe project WJ'PF's are avaflabie for view[ng at theft plans desk of the Department of Engineering. The selected Contvectar shall be pruvNod with three copies of the SWPPP after award of contract, along wish unbounded copies of ali forms to be submitted to the Texas CoTnmissjon an Crivirorimental Quality. LARGE CONSTRUCTION ACTIVITY -- DISTURBED AREA EQUAL TO C3R GREATER THAN 5 ACIRE - A Notice of lrtlant (N01) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meats all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. This SWPPP shall be incorporated into in the contract documents. The vrrtrWor shall submit a schedule fear implementation of the SWPPP. Deviations frorn the plan must be submitted to the engineer for approval. The SWPPP is not warrented to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modfftcations may be required to fully conform to the requirements of the Permit. The Contractor must keep a copy of the most current SWPPP at the canstruction site. Any alterations to the SWPPP proposed by the .Contractor must be prepared and submitted by the Contractor to the engineer for review and apprDval. A Notice of Termar3ation (NOT) farm shall be submitted within 39 days after Ili nal stabilizatien has been achieV6d on all p001ans of the site that is the responaibilily of the permlttea, or, when another permitted operator assumes control over all areas of the site that have not.been 11nally stab IIIzed MALL GONSTRQCTfQN ACTIVITY - DISTURBED AIRF, EQUAL TO OR GREATER THAN DIVE ACBE BUF LESS Th1ANi. -E LC Subrrrissian of a N41 form is not requlred However, a Tt1�O Efie Notice form must be completed acrd posted at the site A copy of tha completed Site Notice muse be sent to the CIty of f=art Wotth Department or Enwronmentel Management at the address listed above. A SWPPP, prepared as described above, shall be Implemented at feast 48 hoary before the corn mencement of con sIruction activities. The S.WPPP must include doscripilians of control measures 1012 7104 5P-28 necessary to prevent and control soil erasion, sedlmentatian and grater pollfrtfcfr and will be Included In the contract documents. The contcol measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The conkrots may include, but not be limited to, silt faiiQesi straw bate dikes, rock berms, diversion dikesr inlerOeptof swales, sediment traps and basins, pipe slope gain, irFlet protection, stabilized construction entrances, seeding. sodding, mulching, soil retention blankets, or other structural or non-structural storm water poliu€Tori controls. The method of control shall result iri a minimurn sediment retention of 70% as defined by the NOTC G "EMP Manual," Deviatioris from the proposed control measures must be submitted to the enginaer for approvgI. PAYMENT FOR WPPP IM PLEM ENIATION: Paymant shall be made per ltImp sum as shown on the proposal as full compensation for all;Items contained in the project SW P F P FOR DISTURBED AREAS LESS THAN I ACRE,- SPECIAL PROVISION 23 - 40 SHALL BE APPLICABLE. 69, PRE BID ITEM - PROJECT DIE I NATIOh1 IGN-- The Contractor shall construct and install two ( ) Project Designation Signs and tt will he the responsibliity.o€ the Contractor to rnalntain the sijns In a presentable condlliart at all times on each prajeet under consh-uctian, Main lennnce Will include painting and repairs as directrtd by the Encginear. It will be ttie rea porisib I I I ly of the Contractor to have the individual project signs lettefed and painted in acoordance wtkh the enclosed dekaif, The quality of the paint:, painting and lettering on the signs shall be approval by the Engineer The height and arrangerneni of the lettering shall be In accordance With the enclosed detail. The sign shall be constructed of I%' fir plywood, .grade A-C (exterior) or better. These signs shell be Installed on barricades or as dfrectad by the Engfnaor and In place at the project site upon corrimerrcement of consfructlon The work, whfch Inoludes the painting Df the signs, instaffing and removing the signs, ifumishing the rnalehafs, supports and conn ecllons.to.the.support and rrtaintertanoe shall be to the sal tsfacIIon of the Englneer The unit price bld per each will be full payment for maler1211s Including all iabor, equipment. tools and incidentaIs necessary to cumptete the work. 70. PRE f3lC) ITEM - UTILITY ADJUSTMENT: This item js included for the basic purpose OF establishing a contract price which will be comparable to the final cosi of makilig riecessary adjustments required due to street improvements to water, sanitary sewer and natural gas service linea and appurtenances where such Service lines and appurtenances aro the property owner's responsibility to mainlatn. An arbitrary Figure has been placed in the Pfoposal; however, this dues not guarantee arty payment for utility adjustments, neither dans it confine utility adjustments to the amount shown rn the Proposal_ It shall be the `Contractor" resportslblflty to provide [lie services of a licensed plumber to make the utility adjUstments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such limes would not have required adjustment or repair otherwise, the tines shall be repaired and adjusted by the Contractor at the Contractorrs expense. The payment to the Corikractur tar utility adjustments shall be the actual cast of ttte adjustments plus teff percarrt (ifs%) W giver the .cost of bond and overhead incurred by the Contrackor irk Nod Ilr}g the utility adjustments, 71. PRE 1311) ITEM - TOP SOIL; The proposed quanlitles shown are calculated to provrdo lopsoil 4 to G inches in depth (oornpacted) over the parkway area i rnd do not include deeper than design depth behind the curb. The pay item is Intended to pay for top%cit khat must be Imparted where suitable material is either not available on the jab or cannot reasonably be stored on-site. Pay ment will be made on the basis of loose truck volurrwe (full truck with sideboards up) tickets and mWeNei must meet City of Fort Worth standards for topsoil 10127104 SP-27 Only the valtlme Imported will be paid fof and may be substantially less than the proposal tluantitir s lis#ed. 72. PRE BID ITEM -.ADJUST WATER- ALVERGA- Contractor will be responsible for adjusting water valve boxos to rnatch new pavement grad e. The wester valves Ihemselves will be adjusted by City of Fart Worth Water Department fotces. The unit prlee bid wl11 be full payrni�rit for materials includifsg all labor, equipment, toels and incidentals necessary to complete the work. 73. PRE Bill) ITE - MANHOLE ADJtJSTMFNT- Th.e item shall Include adjusting the tops of existing and/or proposed manholes to ma#ch prappse'd grade as shown on the plans ur as directed by the Engineer S andard SpecINcallon Item No''.450 shall apply except as foiiows Included as part of this pay Itarn shall be the application of a cold-applied preformed flexible butyl rubber or alestic pealing compound for sealing interiar andlor exterior joints on.ePnemte mar1hale sections as per surreal City Water Depart ent'SpedsI Ccndltlons. 74. PRE SII) ITEM - 6QJUST WATER MINER BQX,; This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for exlsling boxes, Which are within 0.1' of specified parkway grade Tt�e unit price bid will be ILI11 payrnenl far materia!s in4;:10 rg all labor, egOprnen1. toels and incidentals necessary to complete the work. 75_ NON-PAY ITEM - CL EAR INQ AND Q.Rti851NG All objectionable items within 14e IlmiW of this project and w)t otherwise provided for shall be ramoveti under this [tern in accordance with Standard SpeclFication Item 102, "Tearing and Grubbing.' However. no direct payment will be made For this [torn and It shall be considered Incidental to this contract _ NON-PAY ITEM-SPRINKLING 1=QR DUST Q0NTRC)L; All applicable provisions of StandaTcl Specifications Item 200. "Sprinkling for Dust Control" shall apply Howevef. no direct peymerst will bo mado for this item and it shall bf� considered Incidental to this contract. 77. NON-PAY ITEM - PROTECTION QF TREE _ PLANTS ANN S DIL; All property along and adjacent to the Contractor's operaiians including lawns, yards, shrubs, trees. etc. shad be preserved OF restored after QoFnpletion of the work 1o. a: candition equal or better than existed prior to start of work By ordinance, the Contractor must obtain a permit frorn the City Forester before any work (trimmiag. removal or root pruning) can be stone on tfees or shrubs growing ori public pfopefty including street righis-of-way and designated alleys, This permit cen be obtai nod by callirsg the Forestry Office at 871- 5738, AAI tree work shall be In cvmpl0nce-with pruning standards for Class II Pruning as described by the National AV)Tlst Assoclaticn. A copy of these standards can be provided by calling the above number. Arry damage.la public [fees due to negligence by the Corxtractor shall be assessed using the CUMBnt formula for Shade Tree Evaluation as derrned by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld ffom funds due to the Contractor by the City To prevent the spread of the Oak WI fungus, all wou rids on Lige Oak and Fled Oak trees shall be. Immediately sealed using a c orntnerclaI pruning pal nt. Thir, is the only instance when pruning paint Is Tecammended. 78_ NON-PAS' ITEM - CONCRETE. OLCRED SURFACE- 10/27M4 P-28 Concrete whaelchair ramp surfaces, excluding the side slopes and curia, shall be colored with L"O HROME Ardor hardener or equal. A b(rck ted color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used In accordance with manufacturers Instructions. ontract)r shall provide a sample conrete panel of orae foot by erre foot by th ree Iriches dimenslora, or other dlrnenslon approved by the Engineer, meatlrtg the aforementioned specifications. The sample, UpOn approval of the Englrteer, shall be the Acceptable standard to be appliEd for all construction covered in the scope of this Non-Payr Item, No direct payment vW11 be made for this Item and it shall bo considered Incidental to this contract The method of Application shall be by screen, sifter, sieve, ar other moans irl order to provilde for a uniform color dlslrIbution 79. NON-PAY 7EM - PRQJECT CLEAT-UIQ The Contractor shall be aware #hat,keeping the prujact site In a neat acrd orderly canditccir, is considered An lntegrII part of the contracted work and as such shall be considL-red subsidiary to the appropriate bid items. C[oan up work shall be done as directed by the Engineer as the work progresses or as needed- IF, to Ilie opinr on air the Engineer II is necessary, clean tap shall be done on a daily basis Cream rap work shall include, but not be limited to: Sweeping tba street clean of dirt ar debris Storing excess material In Appropriate and organized manner i Keeping itAsh of any kind off of re5idents' property If tha Engin eerdoes not feel #hat the job5ile Eras heen kept iia an orderly condition, err the next-es tl m ale pay tnenI {arid all subsequent pay menls until cornpleted) of the appropriate bld item(s) will he reduced by 25°l6, Final cleanup work shaII be done for this'prefect as'soon as the paving and curb and gutter has bean constructed, Nor more than se Ven days Shall elapse after completion of construction he Fore the roadway and right-of-way is cleaned up to the safisfavtlon of the Engineer SQ- NQN-PAY ITEM - PROJECT SCHEDULE: Contractor Shall he responsible for producing a project schedule at the pre-Dcnstriichori confereFice, This schedule shall d©tail all phases of con s[Fu ctioD, including project clean up, and allow the aniractor to uornplete the work in t;he allotted time Coritraclor will not move on to the jobsite nor VAI work bin-gin urtllll salol sch€rdule has been received and approval secured from the Construction Engineer, Ho ever, contract time wlII start uteri If the project schedWe has root been turned In Protect schedtale will be updated and resubmitted al the end of every estimating period All costs Involved wlIh producing and main Gaining the project schedule shall be considered subs idIaryf la tfrts c-orrtract_ at. ETON-PAY FTE - NOTIFIGATI0N OF B.ESI€]ENT ' In order to cut dowry on the numbrxr of complaints Ilrorn residents due to the dual gane rated wtsen saw- cu Eli ng folnts in cancrete paveniani, the Contractor shaII riotI Py residents, in writing, at least 48 hours in advance of saw-cutting joints durin§ the conslrucllon of paving projects. All cosEs invalvad wide provilding such written notice shall be considered subzidiaryr to this contract 82. NOWPAY.ITEM - PUBLLQ.NOTIF]CATIGN P__R[OR TO BEG INNING CQ N STRU CT 10 W_ Prior to beginning conslructlon on any Hock In the project. the Contractor shall, on a block by block basis, prepare and deliver a nolica or Flyer of the pending construction to the front door of each residence or business Ihat will be Impacted by con slruclicn, The oci Hee.shall be prepared as follows, The notification notice or flyer shall be posted seven (7) clays prior to begirinln� any canstruttien act IWty on each blodk In the project area_ The slyer shall be prepared-on the Co'ntractor's letterhead and shall inuluda the following informafiorr_ Name of project. DOE NG., Scope of Project (I.e. tope of constmctlon acrJivitry), actual construction durativa -WithirE the blc-,k. the name of Eire Carttracfor's 10!27104 P-29 foreman and his phone number, the name of the City's lGspeciar and his phyte Pumbef and the City's after-hauls phone number_ A sarnple.,pfthe 'pre_ronstruction riotfficatlon' flyer fs attached, The CimlrarAcr shall submit a schedule shawitig tha wnslruction start and ilnlsh time fat each block of the pcoje,cl to the inspector Irl addition, a copy of the flyer shLill be delivered to the City Inspectoar for his ray iew prior to being diatFlbuted. The Contractor will not be allowed to begin construcfian on any block unlll the flyer fs delivered to all residents of the bl k. An electMr1ic Versian of the sample flyer can bS obiained from the construction off a at M-8306. Al[ work involved wlth the pre-construction notifrcatlon f1yRF shall be considered subsidiary to the contrast price and no additional cnmpensafion shall to made_ 83. NONmPAY ITEM — PRF-CONSTRUCTION NE1GHF30F t-b6b-lVlLE 1NO: After the pre-corbsln.4 ion conference has been held but before construction Is allowed to begin on this project a public mealing.will be held at a lvcatian to be determined by the Engineer. The Contractor, inspector, and project manager shall meet wlth all affected residents and present bite projected schedule. Includincg<ont�truc:tion start elate, and answer any construction relaif!d questions_ Every o11crt will be sxrade to schadule the neighbothood ineeting wlthin the two weeks followuing Iha PTO- ton structkon conference but in no case w ilI construction bre allowed to begin until this meeting Is held. 84_ NQPJ-PAY ITEM- VV6SHED ffQQ ]l washed rack used ror embedment or backfill or as otherwlse directed by the Engineer sham washed, crushed slope artd shall meel the followwing gradation and abrasion: (Actual washing not req ukred if gradation is Met) Sieve Size % getairied 1!2" 40-75 31W 55-90 *4 g0-100 #8 wlbo Los Angeles Abrailoh Test. 60% Maximurn war per A.S.` JA. t sfgnadon -431_ 86. NON-PAY ITEM—SAWCUT OF E ISTINQ PAVE MENT- When exls ling concrete or M.M.A.C. is out, such cuts skull be made wlth a coancrete saw. The Contractor may break ❑ut curb and gutter to the neares.t jaint if he chooses. All sawing shall be subsidiary to the unit cost of the respectiVa Itern 06. NON RAY ITEM - LOCATION AND EXPPO_ URE QF4�NHQLE_A�VQ WATER VAS ��' The Contractar shall be responsible for locatJng and marking all prevlausly exposed manhales and Water valves In each street of this contract befare the recycling process carnrnences (or a partrculor street. The CoriWac#ar skull attempt to rnciu#e the construchon a~ngineer (if he is available} in the obs eivation and marking activity. In any event a street shall be completely market€ a minimum to two ( )Working days before recycling begins on any street. Marking the curls with paint is a recommended procedure_ It shall be the Contractor's resporiskbility to notify the u01Ity campanies [hat tfe has commenced work on the projeft As the recycling is completed ( bilin the same day) the Contractor small locate the covered manholes and valves and expose there for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utiliiles,to adju$t Iacilifiea accordingly, The fallowing are utility contact persona; Company Telephone Number Contact Person Southwestern ball Telephone (617) 338-6275 "Hot tine" 10127/D4 SP-30 Texas Utilities (017 836-941' ext, 2121 W. Roy Kroger Lorte Star (B17)336-8381 exL 372 Mr- Jim Bennett Of coarse, under the terms of this Wntrant, the>661raetor shalt cornpleta adjUMment of the storm dram and Water Department faslli3ies, one traffic lane at a time within five �8)v:rorking days after completing the laying of proposed H-M.A. . overlay adjacent Io said fadlitias Any deviation from the above-Or+dcedure and allatled Wb.rkin .days'rh* result in the sheat down of the recycling operation by the CDfttructlon Engineer, The Don(ractor skull be responsible for all materials, equipment and labor Iv perform a most accurate job and all costs to ttie Conilractor shall be Fgrired subsidiary to this contract. 87, AVON PAY I I EISA— TIE IN INTO "I ORM F)RAIN STRUCTURE; The cast for makIng lateral lie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines. 88 NON PAY ITEM— SPRINKLER HEAD ADJUSTMENT_ The adjustment andfor relocation of sprinkler heads encountered shall be paid for under Olity adjustr5on( in the proposal saction. No other carnpensation will be provided- 89. NON PAY ITEM -FEE FOR STREET USF PERMITS- A fee for street use permits is in affect. In addltlon, a separate fee for re-irtsperdofls for parkway ooristruclion, such as driveways, sidewalks, etc-, will be required- The fees aro as follows- The stmat permit fee is$50.00 }ger permit with payment due at the time of permit application. Payment.by the Contractor for alk stfeet use permits and re-inspections be made. 90: NON PAY ITEM IEMPOK-ARY E130S[ON, SEDIMENT AND WATER POLLUTION CONTROL (FOR D1 TURaED AREAS LASS THAN 1 ACRE A, DES RIRTION- This item shall consist of temporafy soil erosion sed Iment and water pollution control measures deemed necessary by the e=ngineer for the duration of the non tract, Them control measures shall at no time be used as a sobstilwte far the perm artent control measure anless otherwise directed by the engineer and they shall not inciude measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary rneasures shall include dikes, darnel, berms, sediment basins, fiber mats.Jute nettirQ, temporary seeding, straw rnUkth, asphalt mu 10, plastic liners, rubble liners, baled-flay retards, dikes, al[�pe drains and other devices. B. CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and the authot4 to limit the swfaco ate of erod]ble-earth materlaI exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth rnaterlal exposod by excayation, borrow afld to direct the C 0NTRACTOR to provide temporary Vitiation-control measures to p{event contamination of adjacent streams, atter outer course, lakes, fronds or Other areas of walcr rmpod ndment Such work may Involve the con strUction of temparaty berms, dikes, dams, sediment basins, slope drains and use of Iamporary mulches, mats, seeding or ather control devices or Methods dJrecled by the Engineeras necassary to control sorl erosion. Temporary pntlutior}-cantrcrk rtii suri~s shall be used to provent or correct erosion that may develop during car,atruction prior to tnstallatlon of permanent piAu[ion control features, but are nut asseciated with permanent control features on the project, The Engineer will IImit the area of prepafing right-of-wary, clearing and grubbing, excavation and hof row to be proprartionak to the CONTRACTOR'S capabifity and progress in keeping the fnii th grading, rnulchIng, s"dMg, and other such permar}ent pollution-r-onlrol measures current In accordance with Ilse accepted schedule ShouId seasonal conditions Tnake such limitations unrea11stic, tem para ry rwp H- erosion-coptrol measures 0all be perlofmad as directed by the Engitt�ar, 10127li74l SP-31 be proportional to the C ON TRAC TO R'S capability and progfEns s In keeping the finish gracJing, mulching, seeding, and olher such permanent pollution�antroI meas ufe-s current In aecordence wilh the accepted schedule_ Should seasonal conditions make such limitations unrealistic, temporary s6fl- ofpsione6nV.p1 rmeasuMS shall be pptf ed as idireefed by the Eng ine-ef. 1. Waste or diaposaJ areas and construcfiori roads shall be located and censlrueted In a manner that will minimize tha amount of sediment antming streams 2. Fretluent fordings of live streams will not be p-ermiRed: Ihererare, temporary bridges or other slructures shall ba used whef ever an appreciable number of Stream crossing are necessary. Unless otherwise approved In writing by the Englneur, mechanized eguipmant shall not be operated In live streams 3, When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other bafrier to keep sediment from eatering a f}nwing stream fare shall be laken during the canstructiori and removal of Such barders la minimlze the muddying of a stream, 4. All waterways shall he cleared a9 Baan as pfacticable of false work, piling, debris or other ob5Actions placed during construc#lan operatiQns that are not part of the finished work b. The Cantractor shall take suffic:lent precakiWns to pfevest pollutlon of streams, lakes and feservQirs with fuels, oils, bltumans, calcJ Lim chtoride ar other harm fol materials lie shall conduct and schedule his operations sa a5 lo avoid or minimize sllta#Ian of strearns, lakes and reservairs and to avoid intefference with movement cif migratory fish E. SUBMITTAL: Prier to the start of tho applicable construction. the Contractor snail submit For approval his schedulas for accomplishment of sall-erasion-contml work and his plan tf� keep the area of erodible-earth material to a minlmum, He shall also j5ubmit for acceptaric.e hls proposed method of loll-a rasion control an construolIon and haul roads and material samrces and his plan for tli590561 01 waste materials. No work shark be started untll till soil-emslon Qorrtrat schedules and rnethads of operatians have been revlewed and approved by the En.gineef. 1= MEASUREMENT AND PAYMENT. All worm, materials and equipment necessary to provide temporary arosion con"I shall be conMdered subsidiary kc. the crontfaot and nc extra pay will be given lof this work., 91_,_h1 N_.I~'A f_.ITEM_.- TRAFFIC CONTRO : The Contractor will be required to obtain a "Street Use Permir prior to starting work. As pairt of the 4 treet Use PermiV a traffic control pian is required_ The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 Vernon's Cfvil Statutes. pertinont sectians being ecVon Nos, 27, 2$, 30 and 31. A traffic control plan shall he submitted for review to Mr. Charles R. Burketl, City Traffic Engineer at (817) 392-6712, at the pre-construction conference- Although work will not begin until the traffic.control plan has been reviewed, the onlractor`s Ume will begin in a rdance with the Lima frame established In the Notice to the Contractor. 10127104 SP-52 The Contractor will not remove any regWatary sign, instrerctiorral sign, strut name sign or othef sign, which has beer, erected by the City. If It is determined Ihat a sign must be femoved to parmit required cofrstruction, the Contractor shalt contact the Transportation and Public Works Department, Srgris and futarkIngs Division, (Phone Nurnbar 871-7738) to remove:the sign. In the case of regulatory 51gns, the Contractor must replace 1he permanent sign wilth a temporary sign meeting the requirements of the above-referenced manual and such temporary sl9n mint be installed prlor to the rernovaI of the permanent slgn, If the temporary sign is not insta11ed correctly at If it does not meet the required speclfica;Ions, the perm€rren t sign shall be left In place tin tlI the-tempora Gy sign requirements are met_ When constructOn work is completed to the exlent that the permanent sign can be relnstalled, the Contractor shall again cQntacl the Signs and Markings Division to reln Stall the permanent sign and shah leave his t�rnporary sign in place until such reinstallation is cornpleted- 1 ork shall not be performed on certain locations streets during "peak traffic periods' as determination by the City Traffic Engineer and In accordance with the applicabte provision of the "city or Fort Worth Traffic Control Handbook for Construction and Maintenance Work Area;s." 1z71 7104 SP-33 (To he printed Lin Contractor's Letterhead) Date. DOE No: _ PROJECT 14AMM: VaIerfSan"ry Sever aad Paving/Storm Drain Iinprovemcuts for: MAPSCO LOCA'110N: LIM11S OF CONST,: Estimaled Duration of Coas#rnctiun on onr ii i-crt : days THIS IS TO INFORM YOU TRA'r UNDER A CONTRACT WITH TIiEc I'I'I' OF FORT WORTH, OUR COMEPANY WILL < REPLACE WATER ANIXOR SEWER LIVES - RECONSTRUCT THE STREET> ON O. AROUND YOUR PROPERTY. CON TRU nON W'I'LL BEGIN APPRO EVZ TELY SEVEN DAYS FRON 'THE DATE OF TFUS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SE URIIY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRCTOR'S SUPERINTENDED y> AT -TELEPHON NO.> OR Mir. �<CFFV JLNSPEcroR> AT LF-pHoNF No.> AF'MR 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PL A SE KEEP THIS FL Y R HAND Y WHEN YO U CA LL. 101271 P-34 i �I O N . f- m C O.N N I IF- o ON .. 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NI g a Q;h y N d IIF O CL i� � v ( I N LL O IL � c H oi_.... F is � 7 Nr..., a a 'iN N N o F N� N�-- �I� ILL d E F- N IF OI J� moi_... ILL I t� yy N 'r- r a` of co' o '1 W. a ii YW i G7 �p C(O ILL U� N LL N d o� o W a SOK t c City of Fort Worth Highway (Heavy) Construction Prevailing !Nage Rats For 2006 Classifications Hourly Rates Classifications Hrly Rts Air Tool Operator $10.06 Sera er Operator $11.42 Asphalt Raker $11.01 Servicer $12.32 Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33 Asphalt Distributor Operator $13.99 Spreader Box Operator $10.92 Asphalt Paving Machine Operator $12.78 Tractor operator,Crawler Type $12.60 Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03 Bulldozer operator $13.22 Truck Driver-Single Axle(Light) $10.91 Carpenter(Rough) $12.80 Truck Driver-Single Axle(Heavy) $11.47 Concrete Finisher-Paving $12.85 Truck Driver-Tandem Axle Semi-Trailer $11.75 Concrete Finisher-Structures $13.27 Truck Driver-Lowboy/Float $14.93 Concrete Paving Curbing Mach. Oper. $12.00 Truck Driver-Transit Mix $12.08 Wagon Drill, Boring Machine, Post Hole Concrete Paving Finishing Mach. Oper. $13.63 Driller $14.00 Concrete Paving Joint Sealer Oper. $12.50 Welder $13.57 Concrete Paving Saw Oper_ $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving Spreader Oper. $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel $14.12 Electrician $18.12 Fla er $8.43 Form Builder-Structures $11.63 Form Setter-Paving&Curbs $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator,Truck Mounted $16.30 Front End Loader $12.62 Laborer-Common $9.18 Laborer- Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator(Fine Grade) $15.20 Motor Grader Operator, Rough Oiler $14.50 Painter, Structures $13.17 Pavement Marking MachineOper.er. $10.04 Pipe Layer $11.04 Roller,Steel Wheel Plant-Mix Pavements $11.28 Roller,Steel Wheel Other Flatwheel or Tamping $10.92 Roller, Pneumatic, Self-Propelled Scraper $11.07 Reinforcing Steel Setter Pavin $14.86 ii Reinforcing Steel Setter(Structure) $16.29 _ i Source is AGC of Texas (Hwy, Hvy, Utilities Industrial Branch) www.ar-cess.gpogov/davisbacon/ 5/11/2006 PROJECT DESIGNATION SIGN 4' --0" PMS 288 4 F- FoRTWORTH PMS-167 3" Project Title 1 3„ 2ND LINE � IF NECESSARY 3 � 2" Contractor: 22��_LContractor's Names 2 A 12"-'Y--- Scheduled Completion Date 12 Year 2 5" 1 " F 1 FONTS: FORT WORTH LOGO = CHELTINGHAM BOLD ALL OTHER LETTERING = ARIAL BOLD LOGO COLORS: FORT WORTH - PMS 288 LONGHORN LOGO - PMS 167 PROJECT DESIGNATION SIGN LETTERING - PMS 288 BACKGROUND -WHITE CITY OF FORT WORTH-CONSTRUCTION STANDARD BORDER - BLUE DRAWING No. DATE: 9-20-02 bj O w LO Q Z O O O Q 0. 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W [Il w Ld O U D_ r Q W W �Q r _ V \/ JSQI- 000W O 0 ch �27 OQ w < oa�0C < tl w � r � • t O _ \ Ck�WCLQLC OZF- m W �- hA W w W j]�S w [KU�p��0 a- �D CL �Q WOt,OV~i w QFvr?L`�O�Y z �W�(J)wL �Q za _ 0-U) m O O Lo ��w0 O�Z U ,:1 :. a^ wzw� LLJ m LLI -J mz �M©2�� Q � O 0 ¢ mO QOQ�w0-j p 3 - zL� � z �� s0 La La � A-a- cn Lauf r w LI L] CL UJ U1 0 Z a O O Z N Ld Z v~i�x , � Y I 0LL U a a- _I rt U - W . C5 PEI - a � J W Ld r, W I— rT7 Q E- U J w r4 pa P4 • ® W o LTJLLJ II S J F- -I €LI LJ o � � I. - UF z F, L oPQ x Q �+ rJ U wrc w ----- --- -C4 r4lC�laW�E+zO 0., awe w �aP4 L E- wo �Ezrw ` � COa co ooU, z a, w z WA Eo- ENahQ 1 X50 ZrwMy,W ! howo z xa:Z)wapa a x �Ed MWco= E W O - E E+ q Ew 93 z 92N J I Q� ~A�� G*r O - Z.-i q a. C�2 E f1,D E Q { I _ _ � ID o 0 : • kƒ�} J &kJ . Q W . � © O Gull e - � U eu , Z _r_ W . � . W , < k �4 yA via � § G j c0 -® L, &/ Q J - � & �° kG E o uj / -10 CwID W El L J% f\\ CL ! � � W . � CD mq C - ,ems § 0 \u!j E-» 22 # � E b E" ■ LLJ ; /% gk > m z - < \� - \ / 5d 8� K■ 3 3 o of 00 �k &j �■2� � . 0mE 1Ermt zQ«m Amo { W ' N _ < W E . Z H 'Nlrq ,S E--4 z W i wP4 U PLI e py.q�py.q A® r 6�E — — — — b z NiIN ,S cn r� El w� z co t E- v Wwz — — } o� Z 1 P"F' cam.) arA z z � w wH �wz HNz� tea „' z�imw viiia III —I I III _ LL LL III- po I l f m I I—I U III-- ujo m 11—I I I— IIIT Z cn 11= z W r- co _ w z [=t _ x - � I— W I I I I z III ~ ~ ~ '� m} CO) S I I-11I z Y Z� U) fllllll E U zM ' Ir P z o � o U --!:4 U Dfw z o r� 0 00 Z M b t IIIIIII z III- : La• II—II I M 1 1115' �j• J o- MIN. U 1n Ln rn m [� w w U ka 1-4 Oz LO LO LD C12 R9 Q �z C; E- N z z � m _ ww r,3 dk D WL7 E'IAwW Z; -'0 U U� U AO d Z E+d �� 25 W A zd j ,o w00 Z E- 0 p ��0 E+ Z-;m niwz 6m 4wm i NOTE: GUTTER TO BE SHAPED TO / CONFORM WITH CONCRETE VALLEY (OR PAVEMENT) EXPANSION EXPANSION JOINTS A / v� JOINTS o= c _ o b7 A / INTERSECTING VALLEY PLAN VIEW 1 I #3 BARS @ 1", OR AS DIRECTED 18" O.C.B.W. BY THE ENGINEER 4" MIN. 7" (OR EQUAL TO ADJOINING PVM.NT. DEPTH) (RESIDENTIAL STREETS) SECTION A-A TRANSITION SECTION THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING (FOR VALLEYS CROSSING MAJOR STREETS) PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE - DISTANCE FROM TYPICAL PAVING SECTION. THE CONCRETE VALLEY WILL CE OF DIP CROWN BE GOVERNED ACCORDING TO CITY STANDARDS FOR CONCRETE CURB & GUTTER, THE CONCRETE SHALL 0' 0.000' CONSIST OF WASHED AND SCREENED AGGREGATE WITH A MINIMUM OF FIVE (5) SACKS OF CEMENT PER CUBIC 5' 0.041' YARD OF CONCRETE IN PLACE WITH A MIN. FLEXURAL STRENGTH OF 550 POUNDS PER SQUARE INCH AT SEVEN 10' 0.083' DAYS WITH CENTER LOADING. 1 20' O.208' 30' 0.333' 40' 0.458' NOTE: THIS DRAWING DUPLICATES DRAWING C-1066-R. 50' 0.500' ORT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2004 CONCRETE VALLEY CUTTER STR_022 r Li 0 J-1 m 0 310N 33S) 0 0 ~ z Qj C14 -D o i 4 C) C o��w z SO ow U =p a-D V) Ul 'n- m N „L J?€ STNVA „9 oZo wLj wp 1 l U Z Z S z Q J w _ Q F--�wU7wU Q ozoo QpbQmz � N D Ln� Q OCY I I zF- m r QpmU H �rIVS�Qiz1b lT - - Ld �z� fy0L LL(�� W � �wUED0 �ZZV) V) w� V7 Qwt-sw OQ ¢w� Q n N '_° a010 a0�� [YZ z =ISS I2-:Of �L� F- 7 p 7 CL' € m z Q 4 FL-L fL J w��vlU)O p Q O }m < LL n Q i-p p l/)0 0 _ (n � CLiJ Q � O Y J X X A/ 0=_ ooU0wb� I Q ¢ z r X o 0��Ca¢[-- x>00 �] OJT -D -1 U V z �Oaa0FS '75 wiz Jc� M� c�\ - ��e , m X 1 �wZ"J�= OJ JX� o U U)0En Q ((j �Cl3w z F- -U Co Q wm z 4 m 1- i ~Q N t} 4 X1)L6 a� w J � � /F///'''��' Z C)cn d Z V! CY< 0 p) J C7 Q LL LLJ N LL I X w w U Z cn r O of V CLQ J Q X Q oa Q v � [q ¢ T4s Q U O Q m < cl O LLJ Ccl CC) 2' v Q ~ X N w CU b a U Q � m m W } U J .4• V m Q I I � LL' j ) LO 0 w z I I I n, z IN I I -> 1 I 0 0 € 0 f o 'I I I wZ I I _ W I ' m f m i I _ fN S31avn Z Z > E I 0 Z W Lz'' L I m I I � m o 0 � •� Z r Z o ' € € I € Q U I � Q N i• � �N € W I N I I I I I p I V7 < I I I Id S� Q � I I �� / •F w tr •w w Uq L- - w o m zw 1 _j LL In - - TI NUS � f: U pL� ' Q> L, i"l N w U I .r. C- oww O w S p Q m X Ir z V w w O U V)D N b Nz < _ZN �w m0�0 \ 0w 8 «Zl ..9 0w- L, « Z6 w �- QM Op N Cl_I h n-I- Lj C,4 LO D 0 x 4 QUANTITY PER LOCATION PAVING IMPROVEMENTS PROJECT DESCRIPTION:2004 Capital Improvement Program Year-2 Group 12 DATE: 5118106 Azalea Ave. from Foch St. to Carroll St. PROD. # 00151 Foch St. from Weisenberger to Merrimac St. DOE#. 4699 Merrimac St. from Templeton to Carroll St. No. DESCRIPTION QUANTITY PER LOCATION UNITS QTY, Azalea Foch Merrimac Currie base Bid 1 Misc:::Utifity._:Ad-ustment.,- 0.33 033 0.33 2 :Erosion Gonttt�l tt.3.3: Q,33 0.33 LS 1 2 1A 4 3 Project Designation Sign. 1:33,. 1.33 I.33 , 4 Re' ms've Existin Cbricrete Curb and Gutter'. , 2.640 2,990 LF, 6,910 5 ReriibVe Existin Concrete Driveways 1:; 00 1.,570':-A:,-.,-3,280. SF 6.,250 6 Remove Existin. _Valle. Guller 60 SY 6D 7 Remove SDWK,LDWKS,.Wheel Chair"Rams 50 SF 50` 8 Remove Existing 5' Inlets 1 15 EA 18:. :. 9 :Unclassified Street Excavation 950:'. :.1,480 :_.A 65D CY 4;080 10 To.p Soil- 66D: :: 40 :. 6SE} 810 CY 1;800 11 ConstructS.tandard 10'.Curb.Inlet 1 15 2 EA- 12 Construct 6"Reinforced Concrete DriW6v ays 2;776. 3,176 4.;798 SF 1fl;7'50- 13 6'.-HMAC Transition W . 7 12fl 28 TON 155 14 'HMAC Transition-For.Drivewag 1 1 1 -TON 3 15 Remove'and:Replace Exist.Fence wl Gate 30Q LF 300 12 Adjust.Manhble 3 1 6 9 EA 19 13 Adjust Existing Water'Valve Boxes to Grade 2 5 4 EA Rll.. 14 Adjust Existing Water-Meters to Grade 15 13 21 EA 49. 15 11V"Class 111 RCP: .:' 4 45 6 LF 55 S 16 Trech.Excavation & Backfill for Stofm Drain 1.0 80 10 CY .100 Alternate-A, 6" HWA C Paverrma& 17 Unclassified:Street Excavation :960 1,838 2,277 CY 5075., 18 8"Lime Stabilized-Su rade(38#?SY):.(Azalea) 211:00 4,090 5,010. SY 11;200 19 Lime,. (Azalea) 3D 60 90 TON 1..80 18 6"HMAC Pavernant 3,850 4,600 SY 1. 10,400 19 7" Reinforced.Concete<Carb and.18"Gutter 7;;30(1 2.700 3,100.0 LF , 71100 ' 20 7" Contrete Val4e Gutter 60 SY 60 Alterrrate'E: 6"Concrete Pavement E21Unclassified Street Excavation. 82D 1;575 1:,:955CY. 4;350 22 6",Lime Stabilized`Subgrade(28#I SY). (Azalea)` 2,1D0 4,.090 :5,040 SY 11,200: 23 Lime (Azalea) ... 20 45 75 TON 140, 24 Construct 6"Reinforced Concrete Pavement 1.;950 3,850 4;600. SY 1:D 4:0:0 J 25 Construct?feinforced Attached Concrete Curb 1,300 2;700 3;100 LF 7,.1::00. ' 26 Silicone Joint Sealant 2380 4,700. 5670 LF. 12,750 i 4 1 SECTION D CERTIFICATE OF INSURANCE COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE LAWS CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS CONFLICT OF INTEREST DISCLOSURE REQUIREMENTS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND VENDOR COMPLIANCE TO STATE LAW CONTRACT 5 f CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH,TEXAS Date: NAME OF PROJECT: PROJECT NUMBER: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and in accordance with the provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy No. Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury- Liability Insurance Ea.Occurrence: $ (Public Liability) Property Damage: Ea Occurrence: $ _ Blasting Ea.Occurrence: $ Collapse of Buildings or structures adjacent to Ea.Occurrence: $ excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Bodily Injury: Comprehensive Ea. Person: $ Automobile Ea. Occurrence: $ Liability Property Damage: Ea Occurrence: $ Bodily Injury: Contractual Liability Ea.Occurrence: $ Property Damage: Ea. Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation.City of Fort Worth is named additional insured with respect to General Liability of this project. Where applicable local laws or regulations require more than five(5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency Fort Worth Agent T By Address Title CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Azalea Avenue(Carroll St to Foch St),Foch Street(Weisenberger st to Merrimac St)and Merrimac Street(Carroll St to Templeton Dr) PROJECT NUMBER: C200-209400015183/P253-609170015183/P258-709170015183 IS TO CERTIFY THAT: Jackson Construction,Ltd. is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for the type of insurance and accordance with provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance(Public Ea. Occurrence: $ Liability) Property Damage: Ea.Occurrence: $ Blasting Ea.Occurrence: $ Collapse of Building or structures adjacent to Ea. Occurrence: $ excavations Damage to Underground Utilities Ea.Occurrence: $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea.Person: $ Ea.Occurrence: $ Property Damage: j Ea.Occurrence:$ f Bodily Injury: Contractual Liability Ea. Occurrence: $ Property Damage: Ea.Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or !. canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or cancellation. lWhere applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement thereto attached. The City,its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. Agency_ _ Insurance Company: Fort Worth Agent_ By Address Title CI i ent#: 34870 JACKCON DATE(MM/D W CERTIFICATE OF LIABILITY INSURANCE 08/11/06DfYYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION `Coble Cravons Insurance Agency ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR p Hilb, Rogal & Hamilton Company ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 12201 N.Collins, Suite 295 Irlington, TX 76011-2698 INSURERS AFFORDING COVERAGE NAIC# �NSURED INSURERA: American Guarantee& Liability 26247 Jackson Construction, Ltd. INSURER B: Texas Mutual Ins Co 22945 JCI Partners, Inc. INSURER c: Great American Insurance Company 16691 f 5112 Sun Valley Drive INSURER D: Fort Worth, TX 76119 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING r ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR 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. 'NSR ADD1 POLICY EFFECTIVE POLICY EXPIRATION LIMITS TR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDDIYY DATE MMIDDIYY 1A X GENERAL LIABILITY CP0591633200 10/01/05 10/01/06 EACH OCCURRENCE $1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY PREMISES EaENTEO occurrence) $300000 J CLAIMS MADE FxI OCCUR MED EXP(Any one person) $10,D00 X BI/PD Ded:5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 X GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2 000 000 PRO- POLICY X LOC JECT A AUTOMOBILE LIABILITY TAP591633300 10/01/05 10/01/06 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULEDAUTOS (Per person) I X HIRED AUTOS BODILY INJURY X NO (Per accident) $ N-OWI�IED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ f ANY AUTO OTHER THAN EA ACC $ j AUTO ONLY: AGG $ lA EXCESSIUMBRELLA LIABILITY AUC937655402 10/01/05 10/01/06 EACH OCCURRENCE $1O O0O DDD X OCCUR CLAIMS MADE AGGREGATE $10,000,000 I $ DEDUCTIBLE $ `I RETENTION $ $ fB WORKERS COMPENSATION AND TSF0001161633 10/01/05 10/01/06 X WC SLIM U- O R VV EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMSER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $19000F000 If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 SPECIAL PROVISIONS below C OTHER Prop/Equip MAC6409808 10/01/05 10/01/06 B/BPP)$1,275,000 Owned Equip. Equip)$7,000,000 Rented/Leased Rent $300,0001$600,000 I ESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS t Except 10 days for non-payment of premium. * Supplemental Name** dame Printed on DEC Page: Jackson Construction, Ltd. _ ackson Construction, Inc. (See Attached Descriptions) ^ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Fort Worth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN 1000 Th rockmorton Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Fort Worth,TX 76102 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I CORD 25(2001108) 1 of 3 #S2060721M186174 HHIG 0 ACORD CORPORATION 1988 I IMPORTANT I 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). 4 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 Iholder in lieu of such endorsement(s). I l I 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 I l I I� 1. I 4 f s I CORD 25-S(2001108) 2 of 3 #52060721M186174 DESCRIPTIONS (Continued from Page 1) �ar�Jackson Construction, Inc. TLJ Enterprises, Inc. IJCI Holdings, Inc. r'Cl Partners, Inc. ,RE:2004 Capital Improvement program Group 12.The City, it's officers, Iemployees and servants shall be endorsed as an additional insured on contractors insurance policies excepting employers liability insurance .coverage under Contractor's workers'compensation policy. I f I, r I f I f l i I r I� E I I� 4 l l _ J !AMS 25.3(2001108) 3 of 3 #S2060721M186174 ' r Compliance with and Enforcement of Prevailing Wage Laws (a) Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. : (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City,pay to the City$60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. f This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. (c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor,the City shall make an initial determination,before the 31" day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. 1 (e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii)the actual per diem wages paid to each worker. The records shall be open at all z reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. (f) Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. (g) Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. (h) Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through(g) above. f 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.4699 and City of Fort Worth Project No. C200- 2094000151831P253-609170015183IP258m709170015183. CONTRACTOR Jackson Construction, Ltd. By: W Name: ' , Title: Date: � - STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared - H, known to me to be the person whose name is subscribed to the forego€ng instrument, and acknowledged to me that he executed the same as the act and deed of Jackson Construction. Ltd. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this��ay of 20 . 1 S spy, LIS RA61EVON Not ublic in and for the State of Texas Notary Public,5tatc of T®xas My Comm€dglon gxp€reo "�,�3`— Bopf�r�bar 18,�d09 j 1 i { f r - CONFLICT OF INTEREST DISCLOSURE REQUIREMENT Pursuant to Chapter 176 of the Local Government Code, any person or agent of a person who contracts or seeks to contract for the sale or purchase of property, goods, or services J with a local governmental entity (i.e. The City of Fort Worth) must disclose in the Questionnaire Form CIQ ("Questionnaire")the person's affiliation or business relationship that might cause a conflict of interest with the local governmental entity. By law,the Questionnaire must be filed with the Fort Worth City Secretary no later than seven days after the date the person begins contract discussions or negotiations with the City, or submits an application or response to a request for proposals or bids, correspondence, or another writing related to a potential agreement with the City. Updated Questionnaires must be filed in conformance with Chapter 176. A copy of the Questionnaire Form CIQ is enclosed with the submittal documents. The form is also available at http://www.ethics.state.tx.us/forms/CIO.pdf. 1 If you have any questions about compliance, please consult your own legal counsel. Compliance is the individual responsibility of each person or agent of a person who is subject to the filing requirement. An offense under Chapter 176 is a Class C misdemeanor. CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire is being filed in accordance with chapter 176 of the Local OFFiCEUSEONLY ! Government Code by a person doing business with the governmental entity. Dale Received By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. r 7 Name of person doing business with local governmental entity. 2 Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a), Local Government Code,is pending and not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) s Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. PJ 1 4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. s Amended 01AW2006 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Page 2 5 Name of local government officerwith whom filer has affiliation or business relationship. (Complete this section only if the answer to A,8,or is YES.) This section, item 5 including subparts A, 8, C & D, must be completed for each officer with whom the filer has affiliation or business relationship_ Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? E] Yes No f B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? Yes © No C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? E] Yes ©No D. Describe each affiliation or business relationship. s Describe any other affiliation or business relationship that might cause a conflict of interest. 7 i ga Signature of person doing business with the governmental entity Date Amended 0111312006 Bond 1Vo. 2176584 PERFORMANCE BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we 1 Jackson Construction Ltd. as Principal herein, and (2) Independence Casual11 C�994PQ14y ty corporation organized under the laws of the State of(3) Texas , and who : 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 Three Hundred Thirteen Thousand Three Hundred Twent -six and no/100.................................... ($1,313,326.00)Dollars 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 contract with the Obligee dated the of ,2006 a copy of which is attached hereto and made a part hereof,for the construction of: Pavement Reconstruction and Water and SanitarV Sewer Replacement on Azalea Avenue Carroll St to Foch St),Foch Street(Weisenberger st to Merrimac St)and Merrimac Street(Carroll St to Templeton Dr) NOW THEREFORE, the condition of this obligation is such, if the said Principle 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 Fy 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. f r PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this of ,2006. ATTEST: �✓ Jackson Construction,Ltd. (Princip Secretary PRINCI (4) Title: gresident of JG1 Parti erg, (SEAL) 5112 Sun Valley A i j,g G�`oral Partner Fort Worth,TX 76119 (Address) lnde ende Casualty and Surety Company Wilness.as Principa y T7b(�9 A Address BY: xf AT ST: Lv'�" � (Att ey-in-fact)(5) Jack M. Crowley (Surety) Se retary 2201 N. Collins, #295, Arlington, TX 76011 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (I) Correct Name ofContractor (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 Attorney-in-Fact. ✓`r The date of bond shall not be prior to date of Contract. Lit- Witness a to Su ty 2201 N. ollj s, #295, Arlington, TX 76011 (Address) No. 0004782 ICW GROUP Power of Attorney iInsurance Company of the West F! Explorer InSuranee Company Independence Casualty and Surety Company KNOW ALL MEN 13Y THESE PRESEN'M: That Insurance Company of the West, a Corporation duly organized under the laws of the State of California, Explorer hrsttrance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint JACK M.CROWLEY,PATRICIA A.SMITH AND R013ERI'W.PURDIN their true and lawful Attorrrey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this I st day of November,2005. pM PANY .;r 5 t>+ u s° of WEST a� jF ;,.�f:4tipq� .6• � sG INSURANCE, �, EXPLORER INSURANCE COMPANY 7711 "o,esf�AL�!g3' N - y INDEPENDE,NCECASUALTY AND SURETY s RCH 1,A", ao;�b -'-Q'`:�iF �r y a�/ao COMPANY °aurosnntir• '`.��-._oRarr, t'�_:` �a�a /� i r "GGl-sa Wit_ F / Jef&ey D.Sweeney,Assistant Secretary John L.Hannum,Executive Vice President State of california SS. County of San Diego On November 1,2005,before me,Francis Fafaul,Notary Public,personally appeared.blur L.Harnunn and Jef&cy D-Sweeney,personally known to i me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that(bey executed the same in their authorized capacities,and that by their signatures on the instrument,lbe entityupon behalf ol'which the persons acted,executed the ins(rtuuent.. Witness uiy hand and official seal. F FRANCIS FAFAUL r COMM. #1471794 FpTARl! 91.40-CAUFOWA r Myy��Co�rr�rr�ssbn F�BRl�l1RY 23. Francis Fafaul,Notary Public RESOLUTIONS 'this Power of Attorney is granted and is signed,scaled and notarized with facsimile signatures and seals under authority of the lbllowing resolutions adopted by the respective.Boards of Directors of each of the Companies- .RESOLVED: That the President, an Executive or Senior Vice President of the Company, together-with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attomey appointing the person(s)named as Attorney(s)-in-Fact to date,execute,sign, seal,and deliver on hetralf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of auy officer certifying lire validity and current Status of the appointment,may be facsimile representations of those signatures; and the signature and seal ofany notary,and the seal of the Company,may be faesimile representations of those signatures and seals,and such facsimile representations shall have the same force and ef7'ect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing, or photocopying.' C CERTIFICATE I, (he undersigned, Assistant Secretary of Insurance Company of the West, Explorer Insurance Company,and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards ofDireetors ofthe Companies,and are now in full force. ;f3rr 1N WITNESS WIIFREOF,I have set my hand this day of.__,.__ 9 Jeffrey D_Sweeney,Assistant Secretary i f To veri fy the authenlici ny o f this Power of Attomey you may call 1-800-877-1111 and ask for the Surety Di vision. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. PAYMENT BOND Bond No. 2176584 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)Jackson Construction,Ltd.,as Principal herein,and(2) Independence Casualty and Surety Company a corporation organized and existing under the laws of the State of(3) Texas , 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 Three Hundred Thirteen Thousand Three Hundred Twenty-six and no/100......................................................Dollars($1,313,326.00)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: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Azalea Avenue(Carroll St to Foch St),Foch Street(Weisenberaer st to Merrimac St)and Merrimac_Street(Carroll St to Templeton Dr) t 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 I 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. ` 1N WITNESS WHEREOF, the duly .authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this day of, 2006. i L Jackson Construction Ltd. PRINCIP L ATTEST: By: /1- f a Name: _ �-• (4rical) Se tary Pr��l��® ��f�Ir1�Gt�r�, Title: fir., y ar (S E L) Address: 6112 Sun Malley Drive Fort Worth,TX 76119 s With ss as to Principal Independence Casualty and Surety Company SURETY Ar) By: Name: Jack M. Crowley i S Attorney in Fact �I (S E A L) Address: 2201 N. Collins, #295 Ar1inj4ton, _TX . 76011 Witness Surety Telephone Number: 817 794-1600 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. x� rt I No. 0004782 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West, a Corporation drily organized under the laws of the State of California, Explorer Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint JACK M.CROWLEY,PATRICIA A.SMI.1Il AND ROB117RT W.PURAIN their true and lawfiil Attomey(s)an-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this l st day of November,2005. �uurexro r gtlftgN`' Jp' Ty-?Nd INSURANCE COMPANY OF THE WEST EXPLORER INSURANCE COMPANY ole,SEAL INDEPENDENCE CASUAL'T'Y AND SURETY ay n:b � �tRCrf r,49fi rt •-.p-,•'4 �a,�b•- � ram o COMPANY Jeffrey D.Sweeney,Assistant Secretary John L.Hannurn,Executive Vice President State of California 55. County ofSan Diego C On November 1,2005,before me,Francis Fafaul,Notary Public,personally appeared John L.Harmum and Jeffrey D_Sweeney,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instnnnent,the entity upon behairawhich the persons acted,execute(]the ntstruruent. Witness my hand and official seal. k FRANCIS FAFAUL COMM. #1471794 NOTARY PUGLIC- �SM OEIP DIEGO COUNTY r MConvTfasion gm I� ,� .. Francis Fafaul,Notary Public RESOLUTIONS ' This power of Attorney is granted arid is signed,sealed and notarized with faesimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each ofthe Companies: "RESOLVED. That the President, au Executive or Scnioi Vice President of the Company, together with the Secretary or any Assistant Secretary,arc hereby authorized to execute Powers of Attomey appointing the person(s)named as Attorney(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company, fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. i RESOLVED FURTHER: Iltat the signatures of the officers making the appointment,and the signature of any officer certifying the validity q and current status of the appointment,may be facsimile representations of those signatures; and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing, typing, or photocopying." CERTIFICATE ' I,the undersigned, Assistant Secretary of Insurance Company 01'111V West,Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duty adopted by the respective Boards of Directors of the Companies,and are now m full force. ' IN WTI'NESS WHEREOF,I have set my hand this day of Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power ofAttorney Number, the above named individual(s)and details of(fie bond to which the power is attached. For information or filing claims,please contact Surety Clainns,ICW Group, 11455 EI Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. 1 Bond No. 2176584 k MAINTENANCE BOND �= THE STATE OF TEXAS § COUNTY OF TARRANT § Independence Casualty That Jackson Construction, Ltd. ("Contractor"), as principal, and and Surety Company _ a corporation organized under the laws of the State of 'Texas , ("Surety"), do hereby 111 acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal i� Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of One Million Three Hundred Thirteen Thousand Three Hundred Twen - six and no/100. Dollars ($1,313,326.00), 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: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Azalea Avenue (Carroll St to Foch_S_tj_Foch Street (Weisenberner st to Merrimac St} and Merrimac Street (Carroll St to Templeton Dr) the same being referred to herein and in said contract as the Work and being designated as project number(s) C200-209400015183/P253-6091700151831P258-709170015183 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 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 r - 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, 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 µ 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 S counterparts, each of which shall be deemed an original, this day of , A.D. 2006, I= ATTEST: Jackson Construction, Ltd. (S E A L) Contractor 7 dp+'i- I3y: f S retary Name: ,� �A �m*80" Title: rosident ® J 1 Partnors, Mc.Y ATTEST: Independence Casualty and Surety Company (S E Surety By: Secret Name: ck M. Crowley _ Title: Attorney-in-Fact 2201 N. Collins, #295 Arlington, TX 76011 Address No. 0004782 ICW GROUP Power of Attorney Insurance Company of the West Explorer Insurance Company Independence Casualty and Surety C:onipauy KNOW ALL MCN 13Y THESE PRESFNTS: That Insurance Company of the West, a Corporation duly organized under the laws of the State of California, Explorer Insurance Company, a Corporation duly organized under the laws of the State of California, and Independence Casualty and Surety Company, a Corporation duly organized under the laws ofthe State of Texas,(collectively referred to as the"Companies"),do hereby appoint JACK M.CROWLEY,PATRICIA A.SMITH AND ROBERT W.PURDIN their true and lawful Attorney(s)-in-Pact with authority to date,execufc,sign,seal,and deliver on behalfof the Companies,fidelity and surety bonds,undertakings, and other similar contracts ofsuretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this I st day of November,2005. uR wTY nnC sINSURANCE COMPANY OF Tlli'WEST d- EXPLORER INSURANCE COMPANY INDEPI NDI.NCE CASUALTY AND SURETY a\ orCOMPANY -�-�.... _ •��_�� Jeffrey D.Sweeney,Assistant Secretary John L.Hamhum,F.,xecutive Vice President State of California SS. County o('San Diego On November 1,2005,before une,Francis Fafaul,Notary Public,personally appeared John L.Harmu€n and Jeffrey D-Sweeney,personally known to me to be the persons whose names arc subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instnnnenl,the entity upon behalfof which the persons acted,executed the instrunhent. Witness my hand and official seal. t FRANCIS FAFAUL COMM. *14'77 NOTARY PUBLIC-C _ �tC A lyy��F k" FEBRUILPIY?�. Francis Fafaul,Notary Public RESOLUTIONS N This Power of Attontey is granted and is signed,sealed and notarized with facsimile signatures and seals under an[hority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant t Secretary,are hereby authorized to execute Powers of Attorney appointing the persoai(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalfof the Company, fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: TI€at the signatures of the officers making the appointment,and the signature of any officer certil.'ying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be.facsinhile represcntalions of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein nay be affixed by stamping,printing,typing, or photocopying,." CEkTIFICATF 1,the undersigned, Assistant Secretary of Insurance Cornhpa€hy of the West, Explorer Insurance Company,and hulependence Castialty and Surety Company, do hereby certify that the foregoing Power of Attorney is in lull force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards ofDirectors o€the Companies,and are now in full force. IN WITNESS WDEREOF,I have set my hand this day of Jeffrey D.Sweeney,Assistant Secretary To verify the authenticity ol•flus Power of Atloruey you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Ciroup, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. } + 1 CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This agreement made and entered into this the day of A.D., 2006,by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing + under and by virtue of a special charter adopted by the qualified voters within said City on the l I"'day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the M Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, Jackson Construction, Ltd., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. r That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Azalea Avenue(Carroll St to Foch St),Foch Street(Weisenberger st to Merrimac St)and Merrimac Street(Carroll St to Templeton Dr) 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in 1 accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are I� hereto attached and made a part of this contract the same as if written herein. i 3. The Contractor hereby agrees rees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City ' of Fort Worth. i 4. f 4 The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 240 working days. f If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the ' sum of$420 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. s 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety J to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and [ specifying an itemized statement of the total cost thereof, said excess cost. 6 i Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its ofMcers, servants, or employees. Contractor likewise covenants and agrees to indemnify i and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and ' employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is E caused in whole or in Part by the negligence or alleged negligence of Owner, its off_rcers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. i a The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. L Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the 1 aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of f invoice from the Contractor. The agreed upon total contract amount(including/excluding) alternates n/a, shall be One Million Three Hundred Thirteen Thousand Three Hundred Twenty-six and no/100.....................................................................................................................Dollars, ($1,313,326.00). i 9. 1 It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the i Department of Engineering. 1 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 's 11. r i It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 t counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. Done in Fort Worth,Texas,this the day of _ ,A.D., 2006. f RECO MENDED: CITY OF FORT WORTH BY: DIRECTOR, DEPARTMENT OF CITY MANAGER j ENGINEERING } APPROVED: 1 Marc A. Ott, Assistant City Manager TRANSPORTATION/PUBLIC WORKS DIRECTOR 1 C ATTEST: Jr J Jackson Construction,Ltd. 5112 Sun Valley Drive Fort Worth,TX 76119 CONTRACTOR CITY SECRETARY (SEAL) Cont7(y./+vjg�c` Autihorizatiom ! V 1 BY: � Date ?VoWdont of TITLE i v� V APPROVED AS TO FORM AND OJIy LEGALITY: ADDRESS ASST. cirTy6RNEY November 1960 Revised May 1986 Revised September 1992 r„ !, Q M, TEX. a r CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: AZALEA AVENUE DOE NO. : 4699 FUND CODE: 03 HOLE # 1 LAB NO: 46459 LOCATION: 2799 AZALEA AVE. S/4 2 . 00" HMAC 8 . 00" LIGHT BROWN SANDY CLAY W/GRAVEL 10 . 00" BROWNISH GRAY CLAY ATTERBURG LIMITS: LL: 42 . 9 PL: 19.5 PI : 23. 4 SHRKG: 13. 0% MUNSELL COLOR CHART: 5/2 GRAY BROWN CLAY UNIT WEIGHT: 133 . 0 #/CFT HOLE # 2 LAB NO: 46460 LOCATION: 2716 AZALEA AVE. N/4 3. 00" HMAC 2 . 00" GRAVEL 5. 00" BROWN SANDY CLAY W/GRAVEL 10. 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 43 . 3 PL: 23 . 7 PI: 19. 6 SHRKG: 13- 0% MUNSELL COLOR CHART: 6/1 GRAY CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 3 LAB NO: 46461 LOCATION: 2705 AZALEA AVE. CL 1. . 50" HMAC 8 . 50" LIGHT BROWN SANDY CLAY W/GRAVEL 10 . 00" GRAYISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS : LL: 39 . 9 PL: 19. 6 PI : 20. 3 SHRKG: 12. 0% MUNSELL COLOR CHART: 5/1 GRAY CLAY UNIT WEIGHT: 132 . 0 #/CFT 7 APPPROVAL: 5 RY JERI ROUTING DATE TESTED: 12-20-04 ABE CALDERON DATE REPORTED: 12-28-04 ROBERTO SAUCEDA TESTED BY: HERNADEZ FILE ci SEVEY FT. WORTH, TEX. 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: FOCH STREET DOE NO. : 4699 FUND CODE: 03 HOLE # 1 LAB NO: 46453 LOCATION: E/4 OF FOCH ST. 20' NORTH OF MERRIMAC ST. 2 . 00" HMAC 6. 00" TAN SANDY CLAY W/GRAVEL 5. 00" RED SANDY CLAY 6. 00" REDDSIH BROWN SANDY CLAY ATTERBURG LIMITS : LL: 24 . 3 PL: 15. 9 PI : 6 . 4 SHRKG: 6. 0% MUNSELL COLOR CHART: 6/3 LIGHT BROWN SANDY CLAY UNIT WEIGHT: 133 . 0 #/CFT HOLE # 2 LAB NO: 46454 LOCATION: 402 FOCH ST. CL 1. 50" HMAC 5. 00" TAN SANDY CLAY W/GRAVEL 3 . 50" BROWN SANDY CLAY W/GRAVEL 10. 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 30 . 3 PL: 17 . 8 PI : 12 . 5 SHRKG: 9. 04 MUNSELL COLOR CHART: 6/4 LIGHT BROWN SANDY CLAY UNIT WEIGHT: 132 . 0 #/CFT HOLE # 3 LAB NO: 46455 LOCATION: 362 FOCH ST. W/4 1. 00" HMAC 4 . 00" TAN SANDY CLAY W/GRAVEL 5 . 00" DARK BROWN SANDY CLAY 10 . 00" REDDSIH BORWN SANDY CLAY ATTERBURG LIMITS: LL: 23 . 5 PL: 15 . 3 PI : 8 . 2 SHRKG: 5. 0% MUNSELL COLOR CHART : 6/4 LIGHT BROWN SANDY CLAY UNIT WEIGHT: 130 . 0 #/CFT HOLE # 4 LAB NO: 46456 LOCATION: 350 FOCH ST. CL 1 . 00" HMAC 3. 00" TAN SANDY CLAY W/GRAVEL ! 2 . 00" BROWN SANDY CLAY W/GRAVEL 4 . 00" GRAY CLAY W/GRAVEL 10 . 00" DARK GRAY SANDY CLAY ATTERBURG LIMITS: LL: 48 . 3 PL: 23 . 9 PI : 24 . 4 SHRKG: 15. 0% MUNSELL COLOR CHART: 5/1 GRAY CLAY UNIT WEIGHT: 130. 0 #/CFT i 2 DOE # 4699 HOLE # 5 LAB NO: 46457 LOCATION: E/4 OF FOCH ST. 401 SOUTH OF WINGATE 1 . 00" HMAC 4 . 00" LIGHT BROWN SANDY CLAY W/GRAVEL 4 . 00" BROWN SANDY CLAY W/GRAVEL 11. 00" DARK BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 37 . 7 PL: 22 . 1 PI : 15. 6 SHRKG: 11 . 0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 130. 0 #/CFT HOLE # 6 LAB NO: 46458 LOCATION: CL OF FOCH ST. 70' SOUTH OF WEISENBER 6. 00" HMAC 4 . 00" BROWN SANDY CLAY W/GRAVEL 10 . 00" DQARK BROWN CLAY ATTERBURG LIMITS: LL: 46. 3 PL: 22 . 0 PI : 24 . 3 SHRKG: 14 . 0% MUNSELL COLOR CHART: 6/1 GRAY CLAY UNIT WEIGHT: 146. 0 #/CFT APPPROVAL: R JERI ROUTING DATE TESTED: 12--20--04 ABE CALDERON DATE REPORTED: 12--28-04 ROBERTO SAUCEDA TESTED BY: HERNADEZ FILE i r CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MERRIMAC STREET DOE NO. : 4699 FUND CODE: 03 HOLE # 1 LAB NO: 46445 LOCATION: N/4 OF MERRIMAC ST. 20' WEST OF CARROL 3 . 00" HMAC 7 . 00" LIGHT BROWN SANDY CLAY W/GRAVEL 10 . 00" DQARK BROWN SANDY CLAY ATTERBURG LIMITS: LL: 34 . 0 PL: 1.6. 9 PI : 1.7 . 1 SHRKG: 10 . 0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 2 LAB NO: 46446 LOCATION: 2720 MERRIMAC ST. CL 3 . 00" HMAC 4 . 00" LIGHT BROWN SANDY CLAY W/GRAVEL 3. 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 21 . 9 PL: 15 . 6 PI : 6. 3 SHRKG: 3. 00 MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 138 . 0 #/CFT HOLE # 3 LAB NO: 46447 LOCATION: 2734 MERRIMAC S/4 1. 00" HMAC 5. 00" LIGHT BROWN SANDY CLAY W/GRAVEL 3 . 00" BROWN SANDY CLAY 11 . 00" REDDSIH BORWN SANDY CLAY ATTERBURG LIMITS : LL: 27 . 1 PL: 21. 8 PI : 6. 3 SHRKG: 6. 0% MUNSELL COLOR CHART: 5/3 BROWN SAND UNIT WEIGHT: 130 . 0 #/CFT HOLE # 4 LAB NO: 46448 LOCATION: 2805 MERRIMAC ST. CL 1 . 00" HMAC '. 4 . 50" LIGHT BROWN SANDY CLAY W/GRAVEL ' 3 . 50" BROWN SANDY CLAY W/GRAVEL 11. 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS : LL: 22. 4 PL: 14 . 1 PI : 8 . 3 SHRKG: 5. 0% MUNSELL COLOR CHART: 5/6 YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 130 . 0 #/CFT f 2 DOE # 4699 HOLE # 5 LAB NO: 46449 LOCATION: 281.3 MERRIMAC ST. N/4 1 . 00" HMAC 4 . 00" LIGHT BROWN SANDY CLAY W/GRAVEL 2 . 00" BROWN SANDY CLAY W/GRAVEL 13 . 00" REDDSIH BORWN SANDY CLAY ATTERBURG LIMITS : LL: 25. 7 PL: 14 . 3 PI : 11 . 4 SHRKG: 7 . 0% MUNSELL COLOR CHART: 6/4 LIGHT BROWN SANDY CLAY UNIT WEIGHT: 130. 0 #/CFT HOLE # 6 LAB NO: 46450 LOCATION: 2903 MERRIMAC ST. CL 0 . 50" HMAC 4 . 50" LIGHT BROWN SANDY CLAY W/GRAVEL 15 . 00" REDDSIH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS : LL: 27 . 6 PL: 15 . 1 Pl: 12 .5 SHRKG: 8 . 0% MUNSELL COLOR CHART: 5/6 YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 126. 0 #/CFT HOLE # 7 LAB NO: 46451 LOCATION: 2909 MERRIMAC ST. S/4 3 . 00" HMAC 5. 00" BROWN SANDY CLAY W/GRAVEL 12 . 00" REDDSIH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 22 . 9 PL: 12 . 9 PI : 10.0 SHRKG: 6. 0% MUNSELL COLOR CHART: 4/2 DARK GRAYISH BROWN SANDY CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 8 LAB NO: 46452 LOCATION: CL OF MERRIMAC ST. 30' EAST OF TEMPLETON 2 . 50" HMAC 4 . 50" LIGHT BROWN SANDY CLAY W/GRAVEL 13 . 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 21 . 3 PL: 14 . 4 PI : 6. 9 SHRKG: 4 . 0% MUNSELL COLOR CHART: 5/6 YELLOWISH BROWN SAND UNIT WEIGHT: 135 . 0 #/CFT APPPROVAL: 7 OAJER I ROUTING i DATE TESTED: 12-20-04 ABE CALDERON DATE REPORTED: 12-28-04 ROBERTO SAUCEDA TESTED BY: HERNADEZ FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project: Currie St . DOE No: 4699 r Fund Code: 01 02 03 Contractor: N/a HOLE # 1 LAB NO: 66116 LOCATION: 30' N. of Wimberly @ Currie St. e/4 3. 50" Hmac 2. 75" Sand & Gravel 2 . 00" Tan Sandy Clay 8 . 00" Orangish Brown Sandy Clay ATTERBURG LIMITS: LL: 29. 0 PL: 16. $ PI : 12.2 SHRKG: $ . Oo MUNSELL COLOR CHART: 10YR 5/2 Grayish Brown Sandy Clay UNIT WEIGHT: 142 . 0 #/CFT HOLE # 2 LAB NO: 66117 LOCATION: 201N. of Weisenberger @ Currie St. C/4 4 . 50" Hmac 2 . 00" Sand, Gravel & Rock 8 . 00" Brownish Gray Sandy Clay W/Rocks & Gravel ATTERBURG LIMITS: LL: 51. 5 PL: 25. 6 PI : 25. 9 SHRKG: 13. 00 MUNSELL COLOR CHART: 10YR 5/1 Gray Clay UNIT WEIGHT: 146. 0 #/CFT (4" HMAC) HOLE # 3 LAB NO: 66118 LOCATION: 201S. of Whitlmore @ Currie St. W/4 2. 00" Hmac 1. 75" Sand & Gravel 4 . 00" Brown Sandy Clay W/Racks & Gravel 6. 00" Brownish Gray Sandy Clay W/Rocks & Gravel 8 . 50" Medium Gray clay w/light Gravel ATTERBURG LIMITS: LL: 45. 4 PL: 25. 7 PI : 19. 7 SHRKG: 10 . 00 MUNSELL COLOR CHART: 10YR 5/1 GRAY CLAY UNIT WEIGHT: 133. 0 #/CFT HOLE # 4 LAB NO: 66119 j LOCATION: 501S. of Whitesettlement Rd. @ Currie St. E/4 6. 00" Hmac 2. 00" Sandy brown clay w/Rocks 8 . 00" Grayish Brown Sandy Clay W/Gravel 8 . 50" Brownish Gray Sandy Clay ATTERBURG LIMITS: LL: 41 . 3 PL: 24 . 5 PI: 16. 8 SHRKG: 10. 0% MUNSELL COLOR CHART: 10YR 5/1 Gray Clay UNIT WEIGHT: 146. 0 #/CFT (4" HMAC) 2 Approval: R Jeri -� Routing: Date tested: 03-24-06 Martin Phillips Date Reported: 04-03-06 Robert 5auceda Tested by: W. Oden File