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HomeMy WebLinkAbout025131 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction CompanyU CITY SECRETARY_ 13 gas SPECIFICATIONS A_NI) CONTRACT CITY SECRETARY / DOCUMENTS FOR a D.O.E. FILE Sanitary Sewer Rehabilitation CONTRACTOIrS BONDING CO. Contract XLVI (46) Part I COON'S COPY DOE NO. 2666 CUE1T DEPARTMENT Sewer Main Replacement Sewer Project No. PS46-0 70460172920 in the City of Fort Worth, Texas may, 1999 BOB TERRELL KENNETH BARR City Manager Mayor LEE. C. BRADLEY, JR., P.E. Director Water Department HuGOA. MAL4NGA, P.E. Director Transportation and Public Works A. DOUGLAS R4DEMAA ER, P.E. Director Department of 'nginering j �VLCIM G?EC© C, Gutierrez, Smouse, Wilmut & Assoc., Inc. 2313 Fast Loop 820 North Fort Worth, Texas 76118 � 1 LI *BCp �THELMA FL_ORES BOX 76346 0 LI SPECIFICATIONS AND CONTRACT Li DOCUMENTS FOR Sanitary Sewer Rehabilitation El Contract XL VI (46) Part 1 DOE NO. 2666 Sewer Main Replacement it 7 7 0 I I 11 7 7 Sewer Project No. PS46-0 704601 72920 in the City of Fort Worth, Texas May, 1999 BOB TERRELL City Manager LEE C. BRADLEY, JR., P.E. Director Water Department HUGo A. MALANGA, P.E. Director Transportation and Public Works KENNETHBARR Mayor A. DOUGLAS RADEMAKER, P.E. Director Department of Engineering Gutierrez, Smouse, Wilmut & Assoc., Inc. 2313 East Loop 820 North Fort Worth, Texas 76118 v �P�E OF .TEXAS ..........:. �0 ................. THELMA FLORES BOX® .::.....76346....._. Ot Contractor 0 0 0 0 D El 0 0 0 0 0 Street Address City & State Telephone Fax e-mail CONTRACT DOCUMENTS SANITARY SEWER REHABILITATION CONTRACT XLVI (46) SEWER PROJECT NO. PS46-070460172920 PART I DOE NO. 2666 SEWER MAIN REPLACEMENT CITY OF FORT WORTH, TEXAS TARRANT COUNTY, TEXAS GUTIERREZ, SMOUSE, WILMUT & ASSOC., INC. 2313 EAST LOOP 820 NORTH FORT WORTH, TEXAS 76118 MAY, 1999 CONTRACT DOCUMENTS 3 3 3 3 3 SANITARY SEWER REHABILITATION CONTRACT XLVI (46) SEWER PROJECT NO. PS46-070460172920 PART I DOE NO. 2666 SEWER MAIN REPLACEMENT CITY OF FORT WORTH, TEXAS TARRANT COUNTY, TEXAS MAY, 1999 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Texas Date: - I. 99 Registration No. 7,34 OF rEX�s®�1 * : ........... �� THELMA FLORES BOXY .............................0 76346 TABLE OF CONTENTS SECTION A Notice to Bidders Detailed Notice to Bidders Addendums to the Contract Documents Special Instructions to Bidders SECTION B M/WBE Specifications Proposals Quantities Bid Proposal Documents SECTION C General Conditions SECTION Cl - Supplementary Conditions SECTION D Special Conditions SECTION E Additional Special Conditions SECTION F State Highway Permit Documents SECTION G Certificate of Insurance Performance Bond Payment Bond Maintenance Bond Contractor Compliance With Worker's Compensation Laws SECTION H Contracts SECTION I Fort Worth Standard Figures Soil Boring SECTION A 0 0 NOTICE TO BIDDERS DSealed proposals for the following: FOR: SANITARY SEWER REHABILITATION a CONTRACT XLVI (46) PART I - DOE NO. 2666 SEWER PROJECT NO. PS46-070460172920 SEWER MAIN REPLACEMENT 0 a 11 0 0 0 0 J 0 J 0 1 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M. Friday, June 18, 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering in the Municipal Office Building at 1000 Throckmorton Street. One set of documents will be provided to prospective bidders for a deposit of Forty Dollars ($40.00); such deposit will be refunded if the document is returned in good conditions within ten (10) days after bids are opened. Additional sets may be purchased on a non-refundable basis for Forty Dollars ($40.00) per set. These documents contain additional information for prospective bidders. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major items of work on the above project are: Approximately 555 L.F. of 12" DIP Class 51 sanitary sewer pipe - by other than open cut. Approximately 123 L.F. of 12" DIP Class 51 sanitary sewer pipe - by open cut. TEMPORARY, CLOSED -CONDUIT, SANITARY SEWER BY-PASS No Pre -Bid Conference will be held for this project. Bidders shall not separate, detach, or remove any portion, segment(s), or sheets from the contract documents at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of bid as non -responsive. For additional information concerning this project, please contact, Mrs. Thelma Flores Box, P.E., Gutierrez, Smouse, Wilmut & Assoc., Inc. at (817)595-4111, or Mr. Gopal (Paul) Sahu, P.E., Project Manager at (817) 871-7949. Advertising Dates: June 4th, 1999 June 7th, 1999 Fort Worth, Texas NB -1 0 J IDETAILED NOTICE TO BIDDERS i Sealed proposals for the following: FOR: SANITARY SEWER REHABILITATION CONTRACT XLVI (46) fl PART I - DOE NO. 2666 SEWER PROJECT NO. PS46-070460172920 SEWER MAIN REPLACEMENT D Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M. Friday, June 18th, 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained D at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of Forty dollars ($40.00). All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statutes" of the State - JJ of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400, prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. II J I I ii il I J The Major items of work on the above project are: Approximately 555 L.F. of 12" DIP Class 51 sanitary sewer pipe - by other than open cut. Approximately 123 L.F. of 12" DIP Class 51 sanitary sewer pipe - by open cut. TEMPORARY, CLOSED -CONDUIT, SANITARY SEWER BY-PASS Approximately 1600 L.F. of 8" HDPE sanitary sewer pipe to be used as a temporary by-pass, and to be constructed from the upstream manhole located north of State Highway 183, through the culvert located beneath the highway, and to the downstream manhole located south of the highway. The upstream and downstream manholes are located in the creek bed. The sanitary sewer pipe will be constructed to ensure the gravity flow of sewage from manhole to manhole. For the downstream manhole, the Contractor shall fabricate a bolt -down manhole lid, modified to accommodate a 90 degree bend in through the manhole lid. The lid shall be fabricated with pipe restraints to hold the pipe in -place following construction. All other bends along the sewer pipe shall be 45 degree bends, and each shall be encased in a concrete thrust block. The connection to the upstream manhole shall be through the existing hole currently used for by-passing. No compensation for by-pass pumping shall be allowed. Connection to or modification of property owned or under the control of the Texas Department of Transportion, including the culvert beneath the highway, shall not be allowed. No modification to the creek bed shall be allowed. The Contractor shall maintain the temporary, closed -conduit, sanitary sewer by-pass during construction. All repairs and maintenance required shall be considered subsidiary to the construction of the by-pass. No additional compensation shall be allowed. The temporary, closed -conduit, sanitary sewer by-pass shall remain in -place until all permanent connections to the new sanitary sewer line have been made and accepted by the Owner. Removal of the by-pass shall be considered subsidiary to the construction of the by-pass. No additional compensation shall be allowed. If the materials can be reused, they shall remain the property of the City. If the materials cannot be reused, the Contractor is responsible for disposal at no additional cost. DNB -1 Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and /or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of Contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. This contract is contingent upon release of funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees is or will be a party to this Detailed Notice to Bidders or a resulting contract. 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. In accordance with City of Fort Worth Ordinance No. 11923, as amended by Ordinance No. 13471, 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 MIWBE UTILIZATION FORM, PRIME CONTRACTOR 1 WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The documentation must be received by the contracting 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 J employee of the contracting department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. The Managing Department for this project is the Department of Engineering. DNB -2 For additional information, please contact Mrs. Thelma Flores Box, P.E., Gutierrez, Smouse, Wilmut & Assoc., Inc. at (817) 595-4111, or Mr. Gopal (Paul) Sahu, P.E., Project Manager at (817) 871-7949 BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY A. Douglas Rade aker, P.E., Director DEPARTM4ENFINEERING By: i Manager, Consultant Services 7 ADVERTISING DATES: June 4th, 1999 June 7`h, 1999 Fort Worth, Texas DNB -3 ] ADDENDUMS TO THE CONTRACT DOCUMENTS 'j Prospective bidders are hereby notified of the following addendums to the original Project Construction J Documents: 1. Specifications, PART A - COMPREHENSIVE NOTICE TO BIDDERS: In the fourth paragraph on page NB -2, the last three sentences that state "The documentation must be received by the contracting department 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 contracting department to whom the delivery was made. Such receipt shall be evidence that Documentation was received by the City." are hereby deleted and replaced with the following: "The documentation shall be submitted with the bid as part of the sealed proposal." 2. Specifications, Special Instructions to Bidders (Water Department), Part 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In the first paragraph of this part, the sentences which state "The documentation must be received by the contracting department 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 contracting department to whom the delivery was made. Such receipt shall be evidence that Documentation was received by the City." are hereby deleted and replaced with the following: J "The documentation shall be submitted with the bid as part of the J sealed proposal." 3. Specifications, City of Fort Worth Minority/Women Business Enterprise Policy: The forms included in this section of the Specifications ate to be submitted with the bid as part of the sealed proposal, regardless of statements to the contrary on individual forms. I I SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) 1. PREQUALIFICATION REQUIREMENT: 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 bidders' responsibility to submit the following documentation: a current financial j statement, an acceptable experience record, an acceptable equipment schedule and any other Li 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 TI status of 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. 11 (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 proposal 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, Li 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 1 Contract Documents with ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one -tenth (1/10) the total capital and JJ surplus. ^j 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 C3-3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. SI-1 J D AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City U reserves the right to adopt the most advantageous construction thereof to the City or to the reject the Proposal. a6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort afl 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 a in the state in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If a bid amount is less than $25,000.00, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. Q 9. AGE: In accordance with the policy ('Policy') of the Executive Branch of the federal government, Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. D 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 D 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 fl harmless against any claims or allegations asserted by third parties or subcontractors against City Li 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 Li of Contractor or any of its subcontractors. Contractor warrants it will fully comply with the ADA's provisions and any other applicable Federa, State and local laws concerning disability and will defend, ri 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 Policy concerning disability discrimination in the performance of this agreement. El SI-2 El l 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth J Ordinance No. 11923, as amended by Ordinance No. 13471, 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 M/WBE UTILIZATION FORM(S), PRIME CONTRACTOR WAIVER FORM(S), and/or the GOOD FAITH EFFORT FORM(S) ("Documentation"), as appropriate. The Documentation must be received by the contracting 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 contracting department to whom deliver was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or J examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination q of the contract and/or initiating action under appropriate federal, state or local laws or ordinances J relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. IRevised 7/31/98 SI-3 SECTION B J SECTION B - PROPOSAL PART 1 TABLE OF CONTENTS 7 M/WBE Documents ............................................................ Proposal Quantities .. B1-6 Bid Proposal Documents........................................................... B7-9 I In- A* ATTACHMENT 1A Page 1 of 2 City of Fort Worth In Minority and Women Business Enterprise Specifications. DEPT OF MBEIWBE UTILIZATI �,//lam �,u1/,rl,7c-c��� IN€ERiNC/CFW /�^c/F C COn.S7i I c/ o I e i mi i4' - 2lME COMPANY NAME ' BID`C we. /y7ai"O /� �ocPmP�� - LDn%a tf Lv/��%6� /'/G DE ECT NAME PROJECT NUMBER TrY'S M/WBE PROJECT GOAL: / I M/WBE PERCENTAGE ACHIEVED: / oL 9 ire :.to. complete*..this :form, in its entirety :with : supporting documentation, --and received by the Managing epartmenton or before . -5 00 p.m. five: (5) City -business "days after. bid :operiing, -exclusive of bid opening date, will � Ilt in-the`bid being "considered hon-responsive to •bid `specifications. he undersigned:bidder.agrees to enter -into a formal agreementwith-the MBE and/or WBE.firms for _work-listed"in"this dule,conditioned upon .execution .of a contract :with the City. of Fort. Worth. The. intentional * and/or knowing epreseritation of facts is grounds for consideration of disqualification and will result inthe bid being considered )n -responsive to specifications. ri mpany Name, Contact.Name, ddress, and Telephone No. Certified Specify All Contracting Scope of Work (`) Specify Ali Items to be Supplied(*) z� "m Dollar -Amount U 2 oc F" __O DIi S r Qty /1 n vi.V S 4iy1 d <33) o ___ ___ ___ fj___ must be located In the 9 or currently doing business In the marketplace at the time of bid. ll areas In h 's are to be utilized to be ` I complaete listing of itecros to be supplied Is requiredIn rrdeendlor items t sreceive supplied: toward the M1WBE goal. errtify each Tier level. Tier. Means the level of subcontracting below the prime contractoriconsultant, I.e., a direct payment l � from the prime contractor to a subcontractor Is considered 1" tier, a payment by a subcontractor to its supplier Is considered'2" tier. • IS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE 0 Rev. 612198 ATTACHMENT Page 2 Ii City of Fort Worth Q Minority and Women Business Enterprise Specifications MBEIWBE UTILIZATION n ny Name, Contact Name,. Certifle, ldress,-and Telephone No. . U ~ :iij __ _ ff1111 Specify. All Contracting Scope -of Work (*) "Specify All Items to be 'Supplied(*) Dollar Amount z m c.aistl udder further agrees to provide, directly to the City upon request, complete and accurate information regarding tl work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted with this bid.: ,der also agrees to allow an audit andlor examination of any books, records and files held by their company l substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized :r or employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for'", ing the contract or debarment from City work for a period of not less than three (3) years and for initiating Utnder Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and :es a material breach of contract may result in a determination of an irresponsible offeror and barred frorn. x ating in City work for a period of time not less than one (1) year. ALL MB and WBEs IUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD Carp �7. V i! u ed Signaird Printed Signature :ii 'f d'ff nt) 1Fr C pany Na e .fl. ox /L23 � UatelZip Code Contact Name and Tia (i i ere 917-A?3 - 1g6-3 Telephone Number (s) g/7 - a93 - j9 Fax Number � a3 Date FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER,E OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev 0 PROPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas FOR: SANITARY SEWER REHABILITATION CONTRACT XLVI (46) PART 1 - DOE No. 2666 SEWER PROJECT NO. PS46-070460172920 Pursuant to the foregoing "NOTICE TO BIDDERS", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment and materials necessary to fully complete all the work as provided in ► the plans and specifications and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for performing and completing the sewer construction work within the time stated and for the following sum, to -wit: SEWER MAIN REPLACEMENT - CONTRACT XLVI (46), PART I PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QTY UNIT PRICES WRITTEN IN WORDS PRICE BID 1. 3 EA Abandon existing sanitary sewer manholes $ l,Y h u /) ' O Dollars and d"1 U Cents per EA CO CU $ $ /8oc 2. 2 EA Removeexisting sanitary sewer manholes / ei c t h Li rr c/�� eW Dollars and Cents per EA $ OO $ / (c O o 3. 2 EA Standard 4 -foot diameter SSMH (to 6 -foot depth) with bolt down lid c r e -fA p Lt s iz r7 c� 5 t ht..ndre CI Dollars and n C► Cents per EA Dc, $ /t DO a U $3200 4. 36 VF Extra depth for -foot diameter SSMH /4 /I -t Dollars and P1 U Cents per VF $ o $ 3 y© c 5. 2 EA Standard 4 -foot diameter single drop SSMH (to 6 - foot depth) with bolt down lid fu°o 7hs1.. sa n c/ Dollars and r2 C Cents per EA 00 $ p p 7O $ Q O W PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QTY UNIT PRICES WRITTEN IN WORDS PRICE BID 6. 54 VF Extra depth for 4 -foot diameter single drop SSMH cn� h�nr4ra d 1 f Dollars OO O p and n C- Cents per VF $ /SO $ 8/C' c 7. 4 EA Concrete Collar for SSMH LL 7wc \un Dollars OCR n C) and fl r= Cents per EA $ Qi :J". $ / (C 8. 4 EA Watertight manhole insert for SSMH C e u ., c�` i / Dollars // c Cl and Cents per EA $ / OC, $ `/0 n 9. 555 LF 12 -inch DIP Class 51 sanitary sewer pipe by - otther than open cut ��^^ nunC/-, SPyg/ITc, /ivy Dollars and '7" Cents per LF $ .575 $ 3 j / S 10. 123 LF 12 -inch DIP Class 51 sanitary sewer pipe (all depths) / ©!7. h n obi e cr 7"/ w e n1y Dollars and ny Cents per LF $ �e / C} �o $ / jr % O 11. 1 TN DIP fittings for sewer pipe a / -I w 7'� T"Du r - dollars o oa sa ac u n fe . r and n Cents per TN $ Y y0 C $ z/D O 12. 2 EA Cut & Plug Existing sanitary sewer pipe /llug � Ch G-r�+eusa n�1 'd, t,rrpboIlars and 0 Cents per EA $ /gyp e3 $ 30Q O 13. 184 LF Pre -construction TV inspection of sanitary sewer . uP Dollars and h 0 Cents per LF $ .5 0 ~ 6 G $ 9a D 14. 678 LF Post -construction TV inspection of sanitary sewer 11,y O Dollars and Cents per LF $ 0p OO $/J5 PAY DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT APPROX ITEM OTY UNIT PRICES WRITTEN IN WORDS PRICE BID 15. 4 EA Vacuum test SSMH �? i i`19 hunc�iea®fi Dollars eand I" Cents per EA $ / $ 00 16. 123 LF Trench safety system for trenches (depth >5') • t Dollars ' and /7 0 Cents per LF $ • $ [p 7s 17. 1 EA 4 -inch sanitary sewer service tap to DIP pipe O Dollars OO Q Cr I and h �� Cents per EA $ S SO $ 53O 16. 1 EA Reconnect existing 6 -Inch san. sewer pipe to new �oOmanhole "1�t nT'ozrsandfyi,_A,ouars ©o o G and h _Cents per EA $ / 3$ o o $/5O' 19. 1 EA Reconnect existing 8 -inch son. sewer pipe to new manhole jand This" I`,'JDon S C'p t OO DO • and Cents per EA $ v^0 D $ /SCE 0 20. 1 LS 8 -inch Gravity By -Pass I ,4' lAl o ee .S a ., c/' Dollars OO and i 7 O Cents per LS $5'0o $ O tJ 21. 156 SY Filter fabric Dollars and T Cents per SY $ 5-v -_ $ D G �S00 22. 18 CY Stone rip rap {i4 Dollars and r .2 Cents per CY $ O G d 5' s/580 23. 1 LS Manhole Rehabilitation 'Interior Manhole Coating" including frame & lid, concrete collar and watertight manhole Insert, complete in place (48.5' deep) / I kg/as'//OGr6anO 0,9,f i tars b and ]%D Cents per LS $/.'/00 : f I I B -SR Ei TOTAL SEWER MAIN REPLACEMENT rfi r t ic.�c% vc�/ C�/4`iP /7' /" F F Lid riso n o� O/7 . h u s� �� � Ly' /'2 TO u i l✓ o //, Q/7 cL n 0 P n / $.3�9�,�yoa It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the foregoing unit prices in this paragraph which it may consider excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event additions to or deductions from the work to be performed on this project are ordered by the Owner. Rejection at any time of such Unit Prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract. IC • VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non- resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. ] R 0 Non-resident vendors in required to be of the statute is attached. (give state), our principal place of business, are percent lower than resident bidders by state law. A copy Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. Our principal place of business or corporate offices are in the State of Texas. BIDDER: c/ (c� Company City State Zip By: allla '" (please print) Signature://ti G -- Title ff °s (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION Ill BID PROPOSAL Sanitary Sewer Rehabilitation Contract XLVI (46) Part I - Department of Engineering No. 2666 Sewer Main Replacement Plan Sheets 2 thru 4 It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the foregoing unit prices in this paragraph which it may consider excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event additions to or deductions from the work to be performed on this project are ordered by the Owner. Rejection at any time of such Unit Prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract. The selection of the lowest responsive bid shall be based on the total amount bid. Only products or methods listed on the Current Approved Product List for City of Fort Worth Water Department Projects will be allowed for use on this project. Approved product lists are available from the City of Fort Worth Department of Engineering. Within ten (10) days after acceptance of the 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 performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certifies 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. J This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20-04 (F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under house Bill 11, enacted August 15, 1992. The successful Bidder shall be required to complete the attached Vendor Compliance to State Law at the time of executing the contract. The undersigned agrees to begin construction within ten (10) calendar days after issuance of the Work Order, and to complete all work covered by this Proposal within 90 calendar days from the date of the Work Order. (COMPLETE A OR B BELOW AS APPLICABLE:) A. The principal place of business of our company is in the State of Non resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders of state law, a copy of statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 7 B-8 Receipt is acknowledged of the following addenda. It is also acknowledged that these addenda have been considered in this bid proposal. Addendum No. 1 Addendum No. 2 Addendum No. 3 Respectfully submitted, CirCIE L O/7S % Ct C d . (SEAL) By: .� If Bidder is a Corporation Date: �' ��" 9 Title f i 8ox L/ 95 ?J Address 1 ) J City/State Telephone "?9y /'s / Fax C/rte l- c l®/r2-Sl� (o e-mail a s PART C — GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS Cl-1 DEFINITIONS C1-1.1 Definition of Terms Cl-i (1) Cl-1.2 Contract Documents C1-1 (1) C1-1.3 Notice to Bidders Cl-i (2) Cl-1.4 Proposal Cl-i (2) C1-1.5 Bidder Ci-1 (2) C1-1.6 General Conditions Cl-1 (2) Cl-1.7 Special Conditions Cl-1 (2) Cl-1.8 Specifications Cl-1 (2) Cl-1.9 Bond Cl-i (2) C1-1.10 Contract Cl-1 (3) C1-1.11 Plans Cl-1 (3) Cl-1.12 City Cl-1 (3) Cl-1.13 City Council Cl-i (3) C1-1.14 Mayor Cl-1 (3) C1-1.15 City Manager Cl-1 (3) cl-1.16 City Attorney Cl-i (3) C1-1.17 Director of Public Works Cl-1 (4) Cl-1.18 Director, City Water Department Cl-1 (4) Cl-1.19 Engineer Cl-i (4) C1-1.20 Contractor Cl-1 (4) Cl-1.21 Sureties Cl-1 (4) Cl-1.22 The Work or Project Cl-1 (4) C1-1.23 Working Day Cl-1 (4) Cl-1.24 Calendar Day Cl-1 (4) Cl-1.25 Legal Holiday Cl-1 (4) C1-1.26 Abbreviations C1-i (5) Cl-1.27 Change Order Cl-i (6) C1-1.28 Paved Streets and Alleys Cl-1 (6) C1-1.29 Unpaved Streets and Alleys Cl-1 (6) Cl-1.30 City Streets Cl-1 (6) C1-1.31 Roadway Cl-1 (.6) Cl-1.32 Gravel Street cl-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (3) C2-2.5 Rejection of Proposals C2-2 (3) C2-2.6 Bid Security C2-2 (3) (1) C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2 (4) C2-2.9 Telegraphic Modification of Proposals p C2-2 (4) C2-2.10 Public Opening of Proposal C2-2 (4) C2-2.11 Irregular Proposals C2-2 (4) C2-2.12 Disqualification of Bidders C2-2 (4) C2-2 (5) C3-3 C3-3.1 AWARD AND EXECUTION OF DOCUMENTS Consideration C3-3.2 of Proposals Minority Business Enterpise C3-3 (1) Women -Owned Business Enterprise compliance C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (1) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities- C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (2) C3-3.9 Failure to Execute Contract C3-3 (4) C3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3--3 (4) C3-3.12 Contractor's Obligations C3-3 (4) C3-3.13 Weekly Payroll C3-3 (7) C3-3.14 Contractor's Contract Administration C3-3 (7) C3-3.15 Venue C3-3 (7) C3-3 (8) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4 (1) C4-4.3 Increased or Decreased Quantities C4-4 (1) C4-4.4 Alteration of Contract Documents C4-4 (1) C4-4.5 Extra Work C4-4 (2) 2 C4-4.6 Schedule of Operations C4-4 (2) C4-4.7 Progress Schedules for Water and - C4-4 (3) _ Sewer Plant Facilities C4-4 (4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5.2 Conformity with Plans C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (2), C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5 (2) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) C5-5.8 Authority and Duties of Inspectors p C5-5 (3) C5-5.9 Inspection C5-5 (4) C5-5.10 C5-5.11 Removal of Defective and Unauthorized Work Substitute C5-5 (5) C5-5 (5) C5-5.12 Materials or Equipment Samples and Tests of Materials C5-5 (5) C5-5.13 Storage of Materials C5-5 (6) C5-5.14 Existing Structures and Utilities C5-5 (6) C5-5.15 Interruption of Service C5-5 (7) C5-5 (7) C5-5.16 Mutual Responsibility of Contractors C5-5 (7) C5-5.17 Cleanup CS -5 (8) C5-5.18 Final Inspection C5-5 (8) C5-5 (9) (2) e I C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C06-6 (1) C6 -S.1 Laws to be Observed C6-6 (1) C6-6.2 C6-6.3 Permits and Licenses Patented Devices, Materials and Processes C6-6 (1) CE -S.4 Sanitary Provisions C6-6 (2) C6-6 (2) C6-6.5 Public Safety and Convenience C6-6.6 privileges of Contractor in Streets, C6-6 (3) Alleys, and Right -of - Way C6-6 (4) C6-6.7 C6-6.8 Railway Crossings Barricades, Warnings and Watchmen C6-6 (4) C6-6.9 Use 0f Explosives, Drop Weight, etc. C6-6 (5) C6-6 (6) C6-6.10 Work iiithin Easements C6-6 (8). C6-6.11 Independent Contractor C6-6.12 Contractor's Responsibility for C6-6 (8) C6-6.13 Damage Claims Contractor's Claim for -Damages C6-6 (10) C6-6.14 Adjustment of Relocation of Public C6-6 (10) C6-6.15 Utilities, etc. Temporary Sewer Drain Connections C6-6 (10) C6-6.16 Arrangement and Charges of Water C6-6 (11) Furnished by City Use of a Section of Portion of the Work C6-6 (11) C6-6.17 C6-6.18 Contractor's Responsibility for Work C6-6 (11) C6-6 (12) C6-6.19 C6-6.20 No Waiver of Legal Rights personal Liability of Public Officials C6-6 (12) C6-6.21 State Sales Tax C6-6 (12) C7-7 PROSECUTION AND PROGRESS C7-7 (1) C7-7.1 Subletting C7_7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of the Work C7-7 (2) C7-7.4 Limitations of Operations Character of Workman and Equipment 7_7 C7-7.5 C7-7.6 Work Schedule Completion C7-7 (3) C7-7 (4) C7-7.7 Time of Commencement and Extension of time of Completion C7-7 (4) C7-7.8 C7-7 (4) C7-7.9 C7-7.10 Delays Time of Completion C7-7 (5) C7-7 (6) C7-7.11 Suspension by Court Order C7-7 (6) C7-7.12 Temporary Suspension Termination of Contract due to C7-7.13 C7-7 (7) National Emergency C7-7.14 Suspension of Abandonment of the Contract C7-7 (7)C7-7 Work and Annulment of (9) C7-7.15 Fulfillment of Contract Termination for Convenience of the Onwer C7-7 (10) C7-7.16 C7-7.17 Safety Methods and Practices C7-7 (13) C8-8 MEASUREMENT AND PAYMENT C8-8 (1) C8-8.1 Measurement of Quantities C8_8 (1) C8-8.2 Unit Prices (3) C8-8.3 Lump Sum C8-8.4 Scope of Payment C8-8.5 C8-8.6 Partial Estimates and Retainage Withholding Payment C8-8.7 Final Acceptance C8-8.8 Final Payment C8-8.9 Adquacy of Design C8-8.10 General Guaranty C8-8.11 Subsidiary Work C8-8.12 C8-8.13 Miscellaneous Placement of Material Record Documents (4) C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) PART C - GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION Cl-1 DEFINITIONS Cl-i.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: cl-1.2 CONTRACT DOCUMENTS: The Contract Docu^ants are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL . (Sample) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El -White E2 -Golden Rod E2A-White PERMITS/EASEMENTS Blue 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 following items: PART A --NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H - PLANS (Usually bound separately) Cl-1 (1) C1-1.3 NOTICE TO BIDDERS: either NOTICE All of the legal publications furnished directptolinterested partiesin public Pertaining advertising mediums or contemplated under the Contract Documents const tutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, Proposal, which becomes binding upon theBidder when the officially received by the Owner, has been Publiclyopenedeened and read and not rejected by the Owner. P d" C1-1.5 BIDDER: Any person, persons, company ,association, corporation,,act ndirectly aornthrough a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. Cl-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it willy be carried on in and requirements of the City oofdFort Worth's ure, the acharter l tand promulgated ordinances. Wherever Conditions precedence there may be a conflict between the General and Special Conditions, the latter and shall govern. s all take C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When Considered with the General Conditions and other elements nofdtheContract Documents they provide the information which the Contractdr and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. Cl-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement the mutual between the Owner and the Contractor covering understanding of the two contracting parties about the project to be co::1pleted under the Contract Documents. Cl-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements typical of the project, including such profiles, cross -sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue of showing to clarify other drawings or,for the purpose The changes in the work hereinafter authorized by the Owner. the plans are usually bound separately from other parts of the Contract Contract Documents, but they are a part of bound therein. Documents just as though they were cl-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort- Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. Cl-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. cl-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tern of the City of Fort -Worth, Texas. Cl-1.15 CITY MANAGER: The City Manager of the City aj authorized representative. officially appointed and authorized of Fort Worth, Texas, or his duly Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1 (3) 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 representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: Director of the City Water Department of he Cit appointed Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the D' a of the Fort Worth City Water Department Director authorized assistants, agents, on their duly superintendents, acting g engineers, inspectors, or duties entrusted to them. within the scope of the particular Cl-1.20 CONTRACTOR: The person company, firm, association, or pa corpo ationI,sentering into contract with the Owner for the execution of the directly work, acting or through a duly authorized representative. sub -contractor is a A person, firm, corporation or contract with the principal contractor, ' others under su labor an d materials or only labor, for work at the site ofythe pr jectin C1-1.21 SURETIES: The Corporate bodies which are such bonds are required with and for the C ontractoround e sureties engaged are to be fully responsible and satisfactory fulfillment of the for the entire Contract and for an all requirements as set forth in the Contract Documents approved changes therein. and Cl-1.22 THE WORK OR PROJECT: The c in and covered by the Contract i anot Documents,omplet includinwork g b ut limited to the furnishing of all labor, equipment, materials, tools, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A � is defined as a day, not including Saturdays working Sundays, o and legal holidays, which the weather or other conditions in the not under the control of Contractor permit the performance of the principal unit work for a period of of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with paragraph C7-7.6. exceptions as permitted in Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: prescribed b Legal holidays shall be observed as y the City Council of the City of Fort Worth for observance by City employees as follows: C Cl-1 (4) e 1. New Year's Day January 1 2.. M. L. King, Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Fourth Friday in November 8. Christmas Day December 25 9. Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the,preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. Cl-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day ASCE • Officials - American Society of Civil CFS - Cubic Foot per Engineers Second LAW - ASTM - In Accordance With American Society of Min. - Minimum Materials ono.- Mono.- Monolithic AWWA - American Water Works % - R - Percentum Radius - Association American Standards Association I.D. - Inside Diameter ASA HI - Hydraulic Institute O.D. - Outside Diameter A- Asphalt Elev.- Elevation Fahrenheit Ave.. - Avenue F - C - Centigrade Blvd. - Boulevard In. - Inch CI - CL - Cast Iron Center Line Ft. - Foot GI - Galvanized Iron St. - CY - Street Cubic Yard Lin. - Linear or Lineal Yd. - Yard lb. MH - pound - Manhole SY - Square Yard Max. - Maximum L.F. - D.I. - Linear Foot Ductile Iron Cl-1 (5) Cl-1.27 CHANGE ORDER: supplemental agreement betty en "Change Order" is a written the Ownerand the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared information as necessary furnished by theContractor.c City from C1-1.28 PAVED STREETS P_ND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiledsurface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. Cl-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." Cl-1.30 CITY STREETS: A city street is_ defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four (4') feet back of the average edge of pavement where no curb exists. Cl-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. Cl-1 (6) SECTION C - GENE PAL CONDITION$ C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal.form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder' s eneral understanding of the project to be conoletecl, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a 'valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. TThis statement must be current and not more than one (1) year ld. In the case that a bidding date falls lhallthin the time a new be statement is being prepared, the previous statement updated by proper verificationn. Liquid assets in the amount of ten (10%) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are o o be received, and such experience must have been on projects j completed not more than five (5) years prior to the date on which are to be received. The Director othe Water er department shall be sole judge as to the acceptability experience for qualification to bid on any Fort Worth Water Department project. has The prospective bidder and shall schedule state lthat the heequipment Brent esuch available for the project additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal C2-2(1) forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bias on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or. decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, and become familiar with the Contract Documents, oumen s, to vi i,t the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the -time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes 'to do the work contemplated or furnishe.the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and to price written in numerals, the price most advantageous to the City shall govern. if a proposal is submitted by an individual, his or her name. must be signed by him (her) or his (her) duly authorized agent. if a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is.. submitted by a company or corporation, the company or crporate name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unles6 it is accompanied by a "Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2(3) C2-2.7 DELIVERY OF PROPOSAL- unless it is delivered No proposal will be considered Security, to the ivManager' accompanied by its proper Bid official Placeioftbusiness as set his forth pin sthea "Notice N e Bidders."s in the the proposal at the Bidder's sole responsibilit o tice t r fact that a proper time to the proper y t° deliver proposal was dispatched place. The mere The Bidder must have the will not be considered. proposalBidder .shall be in proposal actually delivered. Each word "PROPOSAL," a sealed envelope Plainly marked with the designated inthena'Noticehe me toor Bidders1Ption of the addressed to the City n The envelope shall as Manager, City Hall, Fort Worth, be 02-2.8 WITHDRAWING PROPOSALS: Texas. the City Manager cannot be Withdrawn prior actually filed with opening proposals. A re uest p °r to the time set for .. proposal must be made in writing,for non -consideration of Manager, and filed with him addressed to -the City opening of proposals. After all to the time set for the non -consideration are opened and not requested for proposals for which non-consideratinrequests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: modify his proposal by telegraphic communicationnatbder may prior to the time set for opening any time telegraphic communication is received proposals,y City Manager provided such prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and du authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed he proposal Opening time, on within forty-eight If such confirmation is not rreceived y -eight (48) hours after the proposal opening time, I no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: properly filed and for which no "Non -considerate n R quest" has been received will be Publicly opened and read aloud the City Manager or his authorized representative at the time and place indicated in the "Noticeby which have been opened and read remainwilloers." Owner until the contractAll proposals on file with the r authorized representatives has been awarded. Bidders or their opening of bids. are invited to be present for the C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or alternate bids, or irregul aritiesonsn of called for, unauthorized any kind. However, the C2-2(4) LI Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will -prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the: one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the cuar.tities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit> prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman -owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and: for or initiating any action under appropriate federal, state local laws and ordinances relating to false roundsnts; further, any such misrepresentation may be g for disqualification of Contractor at Owner's discretion for r bidding on future Contracts with the Owner for a period time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) The Contractor shall post the required notice to that effect on the project site, and, at his request, will be assistance by the City of Fort Worth's Equal Employprovided Officer who will refer any qualified applicant he may hae on o file in his office to the Contractor. Y have y be acquired from the Equal Employment OfficerPriate notices may C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD Or^ COPITRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of openings. 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 made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other securities, usually those of the three lowest bidders, wills be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) bond shall guarantee the payment for all lacIor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient • maintenance bond, in the amount of not less than • 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, - in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment ;Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one d the amount acceptable licostany forthatlnot company. Each bond shallhown on the be properly Treasury lis executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contract or to that effect and the Contractor shall immediately provide a C3-3 (3) new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolutio, or n contract., the Contractor shall execute and efile ewith the eOwner the Contract and such bonds as may be required.in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Docume been approved by the Owner. prime nts, Contractor and such insurance has T responsible for delivering to the Owner the Sub -contractors, C3-3 (4) certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub -contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub -contractors. In case ar,.. clF.ss of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the,Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor 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 $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering' each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of sub -contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed adjacent to same). 4. Damage to underground utilities for $500,000. C3-3 (5) 5. Builder's risk (where above -ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY • DAMAGE: The Contractor shall •procure and maintain, during the life of this Contract, Comprehensive • Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub -contractors, re'spectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by, anyone directly or indirectly employed by him, and also against any of the following special .hazardswhich may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub -contractor, should the Prime Contractor's insurance not cover the sub -contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3-3 (6) City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom be had, and must have J service of process may authority and power to act on behalf of the insurance and/or bonding company to negotiate and ► settle with the City of Fort Worth, or any other that City of Fort t h or claimant, any claims ert owner who hasbeen other claimant or any prop Y ► damaged, may have against the Contractor, If the local insurance, and/or bonding company. is not so empowered by the insurance representative insurance or bonding companies, then such authority off `.cer must be vested in a local agent or claims residing in the Metroplex, the Fort Worth -Dallas area. The name of the agent or agents shall be set bonds and certificates of forth on all of such insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the labor and services Contractor shall pay for all materials, when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll engaged in work on the covering payment of wages to all person of the project shall be furnished to the project at the site s af Owner's representative within seven (7) desofthe applicable of each payroll period. A copyor copies forth in the Contract Documents minimum wage rates as set shall be kept posted in a conspicuous place at the site of the of the Contract. project at all times during the course be furnished the Contractor, by Copies of the wage rates will however, posting and protection of the wage rates the Owner; shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, firm, person, persons, partnership, company, whether a roved to.do other who is app association, corporation or and enters into a contract with the City'for business with construction of water and/or sanitary sewer facilities, will fully operational business office have or shall establish a Fort Worth -Dallas metropolitan area. The within the Contractor shall charge, delegate, or assign this office (or Superintendent) with full he may delegate his Project to transact all business actions required in the be authority performance of the Contract. This local authority shall for the Contractor in all matters made responsible to act the work governed by the Contract whether it be pertaining to and administrative or otherrwise thus delegated and diected , to settle all materialmplaboreor other other expenditures, all claims against the work or any C3-3 (7) matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth -Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project,' all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of theContractDocuments. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, -materials, machiner equipment, special services, and incidentals necessary o the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "Special Provisions". covering all such work will be, prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. =k C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes 'in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such.changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no .prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a "Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or' more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10% of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method C4-4 (2) suggested by the Owner and shall give the Owner bills, vouchers, and access to all accounts, records relating to the Extra Work. iltitshas been No "Change Order" shall become effective tin until g approved and signed by each of the Co No claim for Extra Work of any kind will be allo orders d unless any os ordered in writing by the Owner. In case or written, appear to the Contractor instructions, either oral Work for which he should receive to involve Extra he shall make written request to the Engineer compensation, orders authorizing such Extra Work, prior to for written beginning such work. Should a d i f f erence arise as to what does or does not to the thereof, and the constitute Extra Work, or as payment its performance, the Contr-actor shall Engineer insists upon with the work after making written request for written actualreasonable proceed orders and shall keepan accurate d underunt of methodthe (it m cost the P lsthe Contractor be paid Claims for extra �withtheOwner withinfive orklt days shall file his claim after such work before the time for making the first estimate the claimis supported yall is done and unless labor and certified payrolls covering vouchers and materials expended upon the -said Extra Work. The Contractor shall furnish the Owner such installation the original Contract Documents records of all deviations from r prepare to enable the Owner to as may be necessary a corrected set of plans showing the actual permanent record installation. The compensation agreed upofor n 'extrawhether or not be full,complete and a iniitiated by a 'change ordershallor costs otsas a tare final payment for all eo r extra work, whether said costs' relating to the change time, including known, unknown, foreseen or unforeseen at that for delay, extended overhead, without limitation, any costs impact cost, or any other effect on changed or ripple or work as a result or the change or extra work. unchanged OractorBefore commencing any work C4-4.6 SCHEDULE OF OPERATIONS: submittotheowner shall under this co approval thereof, a "Schedule of and receive the Owner's showing by a straight line method the date of the Operations," le en sof eelements commencing and finishing each of the themajor monthly contract. There shall be also to be expected. There cost of work for which estimates are C4-4 (3) shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be 11" sheets and at least five black or blueline prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for- approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment or at such intervals as directed by theEngineer. The Contractor shall also revise the 'schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in Preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 (4) c. Durations shall be in calendar days and normal the duration holidays and weather conditions over of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time start date and the latest between the earliest start date of a chain of activities of the CPI construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided indicated in the proposal and into general categories as Technical Specifications and each general category shall be broken down into activities in enough detail to achieve (14) days duration. •- activities of approximately fourteen For each general category, the construction schedule shall is identify all trades or subcontracts whose work by that follow the guidelines of represented activities this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, in construction and preacceptance activities and events their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals. 2. Submittal review periods. 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. C4-4 (5) II 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner• may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. C C I C4-4 (6) 1 r PART C - GENERAL CONDITIONS C5-5 .CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY .OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. e shall decide all questions which arise as to the quality and acceptability of materials furnished, work perform ed, rate of progress of the work, overall sequence of the construction,' interpretation of the Contract Documents, acceptable fulfillment of the contract,. compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed- and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time,upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross -sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5 (1) C5-5.3 COORDINATION OF CONTRACT 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 any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the The Contractor shall not take advantage of any apparent proposaor or omission in the Contract Documents, and the Owner shall rbe permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every Possible way. _ - The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of eme_cjency exists related to any part of the work, the Contractor, or the Contractor thro%--gh his designated representative, shall respond with 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 or on a working -day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, 'the Engineer shall give the Contractor written notice that such work or changes are to be performed. The.written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does nottake positive steps to fulfill.this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may•take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well 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, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. C5-5 (3) These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECT ORS: Inspectors will be authorized to inspect all work done and dlto be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. C5-5 (4) C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract•Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed orexamined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of. the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works.. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction 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 function as that specified; and identifying all variations of the proposed C5-5 (5) substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such. performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense., Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the Use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by t•h e Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of the new materials'. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the, C5-5 (6) ground, 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 dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility .for failure to show any or a ! l 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 sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. C5-5 (7) 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption" of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility. Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. CS -5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub -contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub -contractor by agreement or arbitration. If such other Contractor or sub -contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty -fours fours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the C5-5 (8) unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to,correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25% of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. C5-5 (9) PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea.of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The.,Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor -is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade -marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trade -mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6 (1) C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so.,conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, -safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings._ Such provisions may include bridging, placement of crushed 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. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall bededucted 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 cic ed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street,, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other a rarigement's for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be C6-6 (3) carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such.watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction'or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) The Contractor will not remove any regulatory sign, instructional sign, street name sign, orother sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works t departmen, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the -removal of the permanent sign. If the temporary • sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work•is completed to the extent that the. permanent sign can be re -installed, the Contractor shall again contact the Signs and Markings Division to re -install the permanent sign and shall leave his temporary sign in place until such re -installation is completed. The Contractor will be held responsible for all damage to the LI work or the public due to failure of barricades, signs,_ fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in C6-6 (5) advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner- will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights -of -way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights -of -way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights -of -way or easements of obstructions which must be removed to make Possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or. occupants of public or private lands or interest in lands which might be affected by the work. Such notice sha. be made at least 48 hours in advance of the beginning of the ' oticeS shall be applicable to both public and p= ivaue work. L. individual, or utility companies or any corporation, company, } other, either as owners or occupants, whose land or interest, in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct thod or execution ime due to defective work, material, or or equipment. at any t When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non -execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is on toe crossed, the Contractor shall set cross braced posts either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor rs shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is. vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project C6-6 (7) proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnershiporjoint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its- officers, agents, servants, and employees ,from and against any an all claims or suits for property damage or loss and/or personal including death, to any and all persons, of whatsoever kindror character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused,.in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30 -day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the C6-6 (9) expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, •receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property 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 enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) received from these temporary connections until such times as built and are in service. The the permanent connections are connections shall be kept in service and existing sewers and under the Contract, except when specified or sewage, maintained ordered to be abandoned by the er� Au water, inasatisfactory manner bdisposed of and other waste shall P is and so that the work under so that no nuisance created construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE City CITY: iron the Con lres t work, he shall make complete connection with any construction arrangements with the Fort Worth City Water and satisfactory Department for so doing. City water furnished to the Contractor shall be delivered to City the Contractor from a connection on an existing c shall2be beyond the point of delivery All piping required installed by the Contractor at his own expense. The Contractor's1lthe use ing detailed inSection1E2el 112tUSE fire hydrant and/or valvesis VALVES in these General Contract OF FIRE HYDRANTS AND Documents. , if When meters are used to the rege ular ulareestablished eratesgeSWhen any, for water will the charges, if any, will be as are not used, meters prescribed by the City Ordinance, or where no ordinance de on estimates applies, payment shall FortWorth Water theDirector of the established by Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in section or portion of the the opinion of the Engineer, any is in suitable condition, it may be put structure work or any ineer, and such the written order of the a into use upon acceptance of:•said in any yn usage shall not be held to ethereof waiver of any of work or structure or any part oras a Contract Documents. All necessy the provisions of these into any section of the work so put repairs and removals of or q p defective materials or workmanship, equipment, use, due to shall deficient operations on the a of the ractor, to be performed by the Contractor at hisown expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until as provided for in these written acceptance by the Owner the work shall be under the cnecessary and Contract Documents, he shall take every care of the Contractor, and to injury or damage to the work or any part precaution prevent C6-6 (11) V thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act,. the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly -owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for 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. C6-6 (12) A Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 (13) PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50%) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times; when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or• corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of.the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due on to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of C7-7 (1) prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shall be submitted to the.. Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carryingOnoperations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate •any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work a i .L Such equipment as is considered to be necess_s:y for prosecution or the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will. result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in C1-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. b. Any work. to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in Cl-1.24 and the Contractor may work as he so desires. C7-7 (3) C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned •up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval In adjusting the contract time for completion •of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub -contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because -of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4) any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying, on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the proposal the number of working days or calendar days that he will require to fully complete this contract'br the time of completion will be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required -to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or the increased timegranted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of. the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,001 to $ 15,001 to $ 25,001 to $ 50,001 to $ 100,001 to $ 5,000 inclusive $ 35.00 $ 15,000 inclusive $ 45.00 $ 25,000 inclusive $ 63.00 $ 50,000 inclusive $ 105.00 $ 100,000 inclusive $ 154.00 $ 500,000 inclusive $ 210.00 C7-7 (5) $ 500,001 to $1,000,000 inclusive $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and over $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that• the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction- crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary.. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8. EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not ► from the .Engineer and shall of promptly when notified operations. suspend work without written notice proceed with the work operations by the Engineer to so resume C7-7 .13 TERMINATION OF CONTRACT DUE TO ZIATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary •items of labor, materials, and equipment not" obtainable. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort _assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENTOF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. .j C7-7 (7) b. Substantial evidence t 0 hat progress of the work operations by Contractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good an defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written C7-7 (8) consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the wor: has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of. the 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 Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or other -wise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the -expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have C7-7 (9) been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work • under this contract may be terminated by the Owner in whole, or from time to time in part, in • accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated', and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established -that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: C7-7 (10) a a, the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. 5. complete performance of such part of the work as shall not have been terminated by the. notice of termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which -has been directed or authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form 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. C7-7 (11) D. AMOUNTS: Subject to the: provisions of Item C7 -7.16(C), the Contractor and- 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 termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by • the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7 -7.16(E) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination. of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold,' pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12) equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under c7-7.14 hereof entitled "Susp.ension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. k. C7-7 (13) I PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contractocuments shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all'permanentand temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation." C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time C8-8 (1) before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completeing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the -material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1st and 5th day of each month the Contractor shall submit to the Engineer a statement showing an estimate -of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10th day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 90% of such estimated sum will be paid'to the Contractor if the total contract amount is less than $400,000, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable material- ce1ivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 85% of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request to aid C8-8 (2) '1 'l. �9 him as a guide in the verification or the preparation of partial estimates. it is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the paymeht of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions aD of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. C8-8 (3) The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or 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. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. it is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any .provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) ® A pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outline. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one -tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. CB -8.13 RECORD DOCUMENTS: Contractor -shall keep on record a copy of all specifications, plans, addenda, modifications,, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. C8-8 (5) SECTION C-1 SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C - GENERAL 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 not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE: The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall 'j be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or J (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond "j shall not exceed the amount shown on the Treasury list or one -tenth (1/10) of the total J capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: J Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the 10th day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net 3 Revised 5/14/99 voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any J 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 caused in J whole or in part by the negligence or alleged negligence of Owner, its officers. servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a Revised 2 5/14/99 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. Revised 3 5/14/99 SECTION D PART D - SPECIAL CONDITIONS D-1 J D-2 AWARD OF CONTRACT....................................................................................... SC -3 SUBMISSION OF CONTRACT DOCUMENTS ......................................................SC -3 D-3 GENERAL............................................................................................................... SC -4 D-4 D-5 TAX EXEMPTIONS................................................................................................ SC -5 PROJECT DESIGNATION . . SC -6 D-6 EQUAL EMPLOYMENT PROVISIONS.................................................................. SC -6 D-7 D-8 PRE -CONSTRUCTION CONFERENCE................................................................ SC -6 COORDINATION MEETINGS................................................................................ SC -6 D-9 PROJECT ABANDONMENT.................................................................................. SC -6 D-10 BREAKDOWN OF BID PROPOSAL....................................................................... SC -6 D-11 INDEMNIFICATION................................................................................................ SC -6 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC -7 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC -9 1 D-14 CALENDAR DAY................................................................................................. SC -11 _J D-15 SUBSIDIARY WORK............................................................................................ SC -11 D-16 WAGE RATES..................................................................................................... SC -11 D-17 EASEMENTS AND PERMITS.............................................................................. SC -12 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ....................... SC -13 D-19 DAMAGE TO PRIVATE PROPERTY................................................................... SC -13 D-20 SHOP DRAWINGS.............................................................................................. SC -13 D-21 CROSSING OF EXISTING UTILITIES................................................................. SC -14 D-22 EXISTING UTILITIES AND IMPROVEMENTS..................................................... SC -14 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES .................................................. SC -15 D-24 TRAFFIC CONTROL............................................................................................ SC -15 D-25 PAYMENT............................................................................................................ SC -16 D-26 DELAYS............................................................................................................... SC -16 D-27 DETOURS............................................................................................................ SC -16 D-28 BARRICADES AND WARNING SIGNS............................................................... SC -16 D-29 EXAMINATION OF SITE...................................................................................... SC -16 D-30 ZONING COMPLIANCE....................................................................................... SC -16 D-31 WATER FOR CONSTRUCTION.......................................................................... SC -17 D-32 WASTE MATERIAL.............................................................................................. SC -17 D-33 CLEANUP FOR FINAL ACCEPTANCE................................................................ SC -17 D-34 PROPERTY ACCESS.......................................................................................... SC -17 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC -17 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC -17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC -18 D-38 SANITARY FACILITIES FOR WORKERS............................................................ SC -19 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC -19 D-40 RIGHT TO AUDIT.............................................................................................:.. SC -19 D-41 INCREASE OR DECREASE IN QUANTITIES..................................................... SC -19 D-42 CUTTING OF CONCRETE.................................................................................. SC -20 D-43 *PROJECT DESIGNATION SIGN......................................................................... SC -20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SC -21 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC -21 D-46 TYPE "C" BACKFILL............................................................................................ SC -21 D-47 CRUSHED LIMESTONE BACKFILL.................................................................... SC -21 D-48 2:27 CONCRETE................................................................................................. SC -21 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION .................................. SC -22 D-50 PAVEMENT REPAIR(E2-19)............................................................................... SC -23 . D-5.1. s-T13E�1CS,&F,ENLEQ6 26IER DEPARTMENT PROJECTS ONLY _, SC-24�o 05/18/99 SC -1 PART D - SPECIAL CONDITIONS D-52 SANITARY SEWER MANHOLES......................................................................... SC -25 D-53 SANITARY SEWER SERVICES........................................................................... SC -27 D-54 NOT USED........................................................................................................... SC -28 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES......... SC -28 D-56 DETECTABLE WARNING TAPES....................................................................... SC -30 D-57 PIPE CLEANING.................................................................................................. SC -30 D-58 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC -31 D-59 DISPOSAL OF SPOIL/FILL MATERIAL............................................................... SC -31 D-60 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC -31 D-61 SUBSTITUTIONS................................................................................................. SC -31 D-62 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES . SC -31 D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC -35 D-64 BYPASS PUMPING............................................................................................. SC -36 D-65 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC -36 D-66 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC -38 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL .. SC -38 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................ SC -39 D-69 PROTECTION OF TREES, PLANTS AND SOIL .......................................:.......... SC -39 D-70 SITE RESTORATION........................................................................................... SC -39 D-71 STANDARD PRODUCT LIST............................................................................... SC -39 D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................... SC -40 D-73 TOPSOIL, SODDING AND SEEDING.................................................................. SC -40 D-74 CONFINED SPACE ENTRY PROGRAM............................................................. SC -45 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC -45 D-76 EXCAVATION NEAR TREES.............................................................................. SC -46 D-77 CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC -46 D-78 CLAY DAM........................................................................................................... SC -47 D-79 EXPLORATORY EXCAVATION (D-HOLE).......................................................... SC -47 D-80 INSTALLATION OF WATER FACILITIES............................................................ SC -47 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE .................................................. SC -47 80.2 BLOCKING........................................................................................................... SC -47 80.3 TYPE OF CASING PIPE...................................................................................... SC -47 80.4 TIE-INS................................................................................................................ SC -48 80.5 CONNECTION OF EXISTING MAINS.................................................................. SC -48 80.6 VALVE CUT-INS.................................................................................................. SC -48 80.7 WATER SERVICES............................................................................................. SC -49 80.8 2 -INCH TEMPORARY SERVICE LINE................................................................ SC -51 80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) .......................................... SC -51 80.10 ADJUST WATER VALVE BOXES........................................................................ SC -51 80.11 PURGING AND STERILIZATION OF WATER LINES .......................................... SC -52 80.12 WORK NEAR PRESSURE PLANE BOUNDARIES .............................................. SC -52 80.13 WATER SAMPLE STATION................................................................................. SC -52 80.14 DUCTILE IRON AND GRAY IRON FITTINGS...................................................... SC -53 D-81 SPRINKLING FOR DUST CONTROL.................................................................. SC -53 D-82 DEWATERING..................................................................................................... SC -53 D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC -54 D-84 TREE PRUNING.................................................................................................. SC -54 D-85 TREE REMOVAL................................................................................................. SC -55 D-86 TEST HOLES...................................................................................................... SC -55 ] _____ 05/18/99 SC -2 PART D - SPECIAL CONDITIONS FOR: SANITARY SEWER REHABILITATION CONTRACT XLVI (46) PART 1 - DOE NO. 2598 SEWER PROJECT NO. PS46-070460172920 D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the 1 contractor, any part of the project, or the entire project, at any time before the contractor begins J any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on J each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE -CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre -Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre -construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre -construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre -construction meeting date. Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre -construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contraetor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. Additional submittals at time of pre -construction meeting shall include (but not limited to): Contractor's Work Plan and Schedule Disposal Site for Waste Material Information Sub -Contractor Identification Trench Safety Design (if required) Confined Space Entry Program SC -3 PART D - SPECIAL CONDITIONS Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre -construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts of= discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without obliga"tion to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, 'or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in -a faithful manner as though required by all' Any Contractor performing any work on -Fort Worth water or sanitary sewer facilities must be pre - qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 05/18/98 % SC -4 PART D - SPECIAL CONDITIONS 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS El A copy of either of these specifications may be purchased at the office of the Transportation and Li Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call -out for the pay item by the designer. If not shown, then applicable published specifications in either of these u documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non -responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: 11 A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at "j the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole J responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non - consideration are opened and publicly read aloud, the proposals for which non -consideration requests have been properly filed may, at the option of the Owner be returned unopened. J C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by l telegraphic communication at any time prior to the time set for opening proposals, provided J such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes §1 'all -6e incrded in the various -am 5 fs on the Proposal orm�-The successful 05/18/99 SC -5 J - PART D SPECIAL CONDITIONS Bidder -shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Project No. PS46-07046410260 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-7 PRE -CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre - construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre -construction conference. D-8 COORDINATION MEETINGS: 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-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages -arising out of any real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it -that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. 05J18r99 SC -6 7 PART D - SPECIAL CONDITIONS D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: u A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, ri D TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the J contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor, shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor Jproviding 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 J J 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. JE. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 05/18✓99 SC -7 PART D- SPECIAL CONDITIONS F. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 13 G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known,, of any change that materially affects the provision of coverage of any person providing services on the project. , H. The Contractor shall post on each project site a notice, in the text, form and manner 0 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 0 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;. 13 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; 13 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 13 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 13 one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten 13 (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. 13 8. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's 05118/99 SC -8 a PART D - SPECIAL CONDITIONS compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self - insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions. 9. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered -by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMEN'S BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non -responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under -appropriate -fcideral —state; 'or-°local=laws= or ordinances relating to false - �= 05/18199 SC -9 PART D - SPECIAL CONDITIONS statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non -responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture, equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as` non -responsive. Whenever a change order' affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to. perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. 05/18/99 SC -10 PART D - SPECIAL CONDITIONS d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (1.0) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. LI D -14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C -General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Day: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary P Y requirements for the project, such as conditions imposed by the Plans, the General Contract J Documents or these Special Contract Documents, in which no specific item for bid has been J provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal l and replacement of fencing, and cleanup are general items of work which fall in the category of J subsidiary work. D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents: In no event shall less than the following rates of wages be paid. (Attached) CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION RATE CLASSIFICATION RATE Air Tool Operator $7.554 Form Liner $8.913 Asphalt Raker $8.565 Form Setter (Pay & Curb) $8.686 Asphalt Shoveler $8.255 Form Setter (Structures) $8.427 Batching Plant Weigher $9.371 Laborer, Common $6.402 Batterboard Setter $8.920 Laborer, Utility $7.461 Carpenter $9.447 Mechanic $10.658 Concrete Finisher (PAV) $9.345 Oiler $8.698 Concrete Finisher (STRS) $9.058 Servicer $8.104 Concrete Rubber $7.733 Piledriver $7.500 Electrician $12.761 Pipelayer $8.509 Flagger $5.598 Blaster $11.333 Form Builder (STRS) $8.717 05/1a(99 SC -1 1 PART D - SPECIAL CONDITIONS CLASSIFICATION RATE CLASSIFICATION RATE POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Posthole Driller Operator $9.000 Asphalt Paving Machine $9.053 Roller, Steel Wheel Broom or Sweeper Operator $7.908 (Plant -Mix Pavements) $8.339 Bulldozer, 150 HP or Less $8.703 Roller, Steel Wheel Bulldozer, Over 150 HP $9.160 (Flatwheel or Tamping) $7.963 Concrete Paving Curing Mach.$8.213 Roller, Pneumatic Self -Pro $7.403 Concrete Pay Finishing Mach. $9.453 Scraper - 17 CY & Less $8.138 Concrete Paving Form Grader$8.500 Scraper - Over 17 CY $8.205 Concrete Paving Joint Mach. $9.042 Side Boom $7.793 Concrete Paving Joint Sealer $7.350 Tractor - Crawler Type Concrete Paving Float $7.875 (150 HP & Less) $8.448 Concrete Paving Saw $9.290 Tractor - Crawler Type Concrete Paving Spreader $9.750 (Over 150 HP) - $8.873 Slipform Machine $9.000 Tractor - Pneumatic $7.735 Crane, Clamshell, Backhoe, Traveling Mixer $7.615 Derrick, Dragline, Shovel Trenching Machine - Light $8.188 (Less than 1 '/2 cy) $9.513 Trenching Machine - Heavy $12.498 Crane, Clamshell, Backhoe, Wagon -Drill, Boring Machine $9.000 Derrick, Dragline, Shovel Reinforcing Steel Setter (1 Y2 cy & Over) $10.517 (Paving) $9.218 Crushing or Scmg Pit Opr. $9.500 Reinforcing Steel Setter Elevating Grader Foundation (Structural) $11.548 Drill Oper. (Crawler Mounted) $10.000 Steel Worker - Structural $16.300 Foundation Drill Operator Sign Erector .. $11.436 (Truck Mounted) $11.138 Spreader Box Operator $6.988 Foundation Drill Opr Helper Barricade Servicer Zone Wk. $6.402 Front Ent Loader Mounted Sign Installer (2 %2 CY or Less) $8.823 (Permanent Ground) $6.402 Front Ent Loader Truck Driver - Single Axle (Over 2 %2 CY) $9.311 (Light) $7.465. Hoist (Double Drum & Less) $8.917 Truck Driver - Single Axle Milling Machine Operator $6.650 (Heavy) $8.067 Mixer (Over 16 CF) $9.000 Truck Driver - Tandem'Axle Mixer (16 CF & Less) $7.913 (Semi -Trailer) $7.816 Mixer - Concrete Paving $9.500 Truck Driver - Lowboy/Float $9.653 Motor Grader Operator Truck Driver - Transit Mix $7.507 (Fine Grade) $10.346 Truck Driver - Winch $8.200 Motor Grader Operator $9.891 Vibrator Operator $7.000 Pavement Marking Machine $6.402 Welder $10.459 D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right -of -entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right -of -entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right -of -entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning 05118199 SC -12 7 PART D - SPECIAL CONDITIONS work on subject property. This shall be subsidiary to the contract. The agreements which, the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout Li repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's D attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for complying with all provisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but, not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of submittals, by the Contractor, is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and =satisfactory performance of his work: The Contractor shall check and verify all -measurements 1 05/18/99 SC -13 7 PART D - SPECIAL CONDITIONS and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear fool price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all -of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred ' for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. 05/18/99 SC -14 PART D - SPECIAL CONDITIONS In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. LIThe utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction Li vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional J protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. 7 D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above -referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposof ri -n ttfer compensation *ill -b alt —owe - 05J18/99 SC -15 PART D - SPECIAL CONDITIONS 3. The Contractor shall furnish a traffic control plan to the City at the pre -construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16 -inch and larger, and sanitary sewer manholes regardless of location. 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the, work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, - and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 05118/99 SC -16 PART D - SPECIAL CONDITIONS D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper Ddrainage or to cause injury to street improvements or to abutting property. b-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has -been completed. No more than seven days shall elapse after Li completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage -type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 05/18/99 SC -17 PART D - SPECIAL CONDITIONS 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: 'The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time aIF work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30 -day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. If condition (1) above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that 05118199 SC -18 PART D - SPEC1AL CONDITIONS final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. J The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a developer -let contract for City of Fort y1 Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give -Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, 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, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page. 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter. D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more than 125% of the. quantity slated in the contract, whether stated by Owner or by 05/18/99 SC -19 PART D - SPECIAL CONDITIONS Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be.done or materials to be furnished under any pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that .the consideration will be the actual field cost of the work plus. 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, -public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as. an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall coffer and compensate him for profit, overhead, general supervision and field office expense, and all. other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring, on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817) 871-8306 M -F 7:30 am to 4:30 p.m. or (817) 871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. 05/18/99 SC -20 PART D - SPECIAL CONDITIONS D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. DAt locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be -j installed in accordance with City of Fort Worth Public Works Department Standard Specification (,J for Construction, Item 502. Payment for cutting, backfill, concrete; forming materials and all other associated appurtenances Li required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one -tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contactor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. 1f excavated material -is -obviously granular in nature, containing little or no plastic material, the ., Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** * Revised 3/20/81 ** Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill onthis project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill J and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction J Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for -Ravement-and Trench Repainfer.Utility Cuts Figures. -through 5 refer tp®usigg2:27 Concrete.as-.. ® _ 05/18/99 SC -21 PART D - SPECIAL. CONDITIONS base repair. Since this call -out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights -of -way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I.- of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See El -2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill- material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A -D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. 05✓18/99 SC -22 Q PART D - SPECIAL CONDITIONS Trenches which lie under existing or futurepavement shall be backfilledper Figure A with 9 Q 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of methods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the Dmaterial being used and the operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on fl all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at D two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. LID-50 PAVEMENT REPAIR (E2-19): The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections Li for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. LITherefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shalt be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility. cuts in the street. The Department of Engineering will inspect the paving repair Meter cons uction. 05118199. SC -23 PART D - SPECIAL CONDITIONS This permit requirement may be waived if work is being done under a Performance Bond and a inspected by the "Department of Engineering: D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a ,Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub -Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near -vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures, or can be designed to be portable and move along as the work progresses. Shields can be either pre -manufactured or job-built"in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross -braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems -shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. 05/18/99 SC -24 LI PART D - SPECIAL CONDITIONS LI D -52 SANITARY SEWER MANHOLES: A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes D will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, fl Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. LI1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. LI2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according LI to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre -cast concrete plug. The lift hole Li shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames -j and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. J Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100 -year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer ] - manhole. 3 05✓18/99 SC -25 3 PART D - SPECIAL CONDITIONS 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water= Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre -formed and trowelable Bitumastic as manufactured by Kent - Seal, Ram-Nek, E -Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat -tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre -formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of -the frame and grade rings. Any frame or grade ring that is Snot suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre -cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre -cast flattop section. Pre -cast concrete rings, or a pre -cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. 05/18/99 SC -26 J PART D - SPECIAL CONDITIONS Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. LIJoint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre -formed gasket material. Position the butt joint of each length of joint material on opposite sides ,of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below, the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces. shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. J 4. The exterior surface of all pre -cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2 -inch thick coat of trowelable bitumastic joint sealant from 6 -inches below to 6 -inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: 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 and pavement repair. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps.The service connections shall be constructed by the Contractor utilizing standard :factory manufactured tees. City appxoved�factor_y_manufag targd saddle taps may be _ ] _____ 05118/99 1 J SC -27 PART D - SPECIAL CONDITIONS used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced bjr the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe fittings, surface restoration on private property (to match- existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid `for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. os'1a 9 SC -28 I 0 i I I 11 r I r i PART D - SPECIAL. CONDITIONS B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to point point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill, Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Marftle top or cone section shall be removed to the top of the full barrel diameter section, or to point hot less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrej_djameter section,� acid_ base sectgrLsFtall be removed. _ The excavation shall then be backfilled and compacted in accordance with backfill me hoc( as specifib— in Section E2=2 T 05/18/99 SC -29 PART D - SPECIAL CONDITIONS Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 - DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2%2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Legends Water Safety Blue Caution! Buried Water ° Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close tothegrade as is practical for optimum protection and detectability. Allow a minimum of 18 inchesbetween the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. 05/1899 SC -30 I PART D - SPECIAL CONDITIONS I 0 0 L 0 j I I J I J I 7 J f 11 7 D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C - General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub -section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abando�,ed �.rrggv_ed�gxcep# vhg_rq being replaced in the same locationor_rgb�bllit�tec� (pipe enlargement, cured -in -place pipe, fold and form pipe, slip -line, etc.), shall be cleaned, J 05/18/99 SC -31 PART D - SPECIAL CONDITIONS and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the, sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high -velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high -velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high -velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to. prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high -velocity jet equipment. 'The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the, Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be, removed from the site no less often than at the end of each. workday and disposed of at no additional cost to the City. 051181Ps SC -32 PART D - SPECIAL CONDITIONS 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. D6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the D camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to ] the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no Li payment will be made for an unsatisfactory inspection. DB. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper 1 documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll -a -tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to beat the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion,, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard -size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's 05118199 SC -33 PART D - SPECIAL CONDITIONS 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 0 recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re - televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under 0 Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre -Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. 0 Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. 0 The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. 05/18/99 SC -34 a PART D - SPECIAL CONDITIONS J D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES DA. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes j1 shall be plugged, and all drop -connections and -gas sealing connections shall be installed UU prior to testing. 11 The sewer lines entering the manhole shall be plugged and braced to prevent the plugs Li from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop -connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum -shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1 244-93: Table I J MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48 -Inch Dia. 60 -Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 45 sec. 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72'sec. 24' 59 sec. 78 sec. 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one -inch of mercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. -- _= C. PAYMEN ayment.for=vacuum testingot sanitary sewer.wahols shall .p_at the. contract price per each vacuum test. This price shall include all material, labor, equipment, 05/18/99 - SC -35 PART D - SPECIAL CONDITIONS and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shalt be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities. connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television: Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll -a -tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at 05118✓99 SC -36 PART D - SPECIAL CONDITIONS the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. DSanitary sewer mains must be laced with enough water to fill all low points. The television inspection must be done immediately following the lacing of the main with no water flow. D If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the LICity. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard -size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the. Contractor's operations. I 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the taDes are of such poor aualitv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re - televise and provide a good tape of the line at no additional cost to the City. if a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post -construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post -Construction Television Inspection. The item shall also include all costs of installing and maintaining -any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping -- shall be incidental t th 05J18Js9 SC -37 PART D - SPECIAL CONDITIONS D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in -place material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site .to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled -hay retards, dikes, slope drains and other devices. B. CON TMiC.TION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible -earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible -earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution -control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution -control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The 05/18/99 SC -38 PART D - SPECIAL CONDITIONS EliEngineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the D finish grading, mulching, seeding, and other such permanent pollution -control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil -erosion -control measures shall be performed as directed by the Engineer. D1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. ElI2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from fl entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. El 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. DC. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and ,adjacent U property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access.to drives and property during the progress of construction. Notification shall Dbe made to an owner prior to his driveway being removed and/or rebuilt. D-69 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 the Contractor's operations shall D be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The Contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one - tenth (0.1) of a foot. DD-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bd_dpcuments must appear in the latest "City of Fort Worth Standard Product List, for the bid D 05118/99 SC -39 u PART D - SPECIAL CONDITIONS to. be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract Document Execution • ED -103 -Contractors Act of Assurance • ED -104 -Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a. healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. 05/18/99 SC -40 SPECIAL PART D - CONDITIONS El The sod shall be free from obnoxious weeds or other grasses and shall not contain any D matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. DCare shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be D watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. fl CONSTRUCTION METHODS: After the designated areas have been completed to the lines, D grades, and cross -sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the D requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. 0 0 ci 0 0 0 0 0 a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing • at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly 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 completion and final acceptance of the project by the City of Fort Worth. 7 05/18/99 SC -41 PART D SPECIAL CONDITIONS 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Purity Germination Common Bermuda Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM -SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL -SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 05/18/99 SC -42 100 PART D - SPECIAL CONDITIONS CONSTRUCTIONMETHODS: After the designated areas have been completed to the lines, grades, and cross -sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent Dwashing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after El seed bed preparation has been completed and shaped to conform to the cross-section U previously provided and existing at the time planting operations were begun. 0 BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. - The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one -eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one -quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, be planted_ area �staaJl be waterIfftcienily to gssgre uniform moisture from the surface to a minimum of six (6) inches in depth. -i I05/18/99 SC -43 PART D - SPECIAL CONDITIONS The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS -2 shall be used. Applications of the asphalt shall be at a rate of three -tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE -SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re -seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit -seeding equipment will be able to cut through the turf and achieve adequate soil penetration. * Slit -seeding, is achieved through the use °of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having -the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of .the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient., CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. 0518/99 SC -44 PART D - SPECIAL CONDITIONS El Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. DPAYMENT: All work performed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation j for excavating (except as noted below), loading, hauling, placing and furnishing all labor, Li equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place Li topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. J The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type J specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for -all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving wdrk in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: 1. Prior to the final inspection being conducted for the project, the contractor shall contact the City inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 1 05/18/98 SC -45 J PART D - SPECIAL CONDITIONS 3. The Contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C - GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4.. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown ,on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along -the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. os'18J 9 SC -46 PART D - SPECIAL CONDITIONS D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D -HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with, item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D - Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the Contractor determines an existing utility is in conflict with the proposed facility, the Contractor shall contact the engineer immediately for appropriate design modifications. The Contractor shall make the necessary repairs at the exploratory excavation (D -Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The Contractor shall be liable for any and all damages incurred due to the exploratory excavation (D -Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D -Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. -Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Spec(ftcatioos or Water DepartnintPojetsi.= The steel ca ing, ipe hall be supplied as follows: 05✓18199 SC -47 PART D - SPECIAL CONDITIONS A. For the inside and outside of casing pipe, coal -tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. B. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. D. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non - concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 80.4 Tie -Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in- the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48 - hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF `SERVICE, Page C5-5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shallbe 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. 80.6 Valve Cut -Ins: It may be necessary to cut -in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut -ins must be coordinated with the engineer in charge of inspection. All consumers shall 05✓18/99 SC -48 - CO NDITIONS D SPECIAL �QND[TI NS be individually advised prior to the shut out and advised of the approximate length of time they may be without service. - Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops D with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4 -inch water service lines which are to be replaced shall be replaced with 1 - inch Type K copper, 1 -inch diameter tap saddle when required, and 1 -inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service_ line being in line with the service meter unless otherwise directed- by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shalLbe -removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement: After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12 -inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corpo'ration stops, and fittings shall'6e included in th-6 Pr l3Ufo'r'Service Taps1tddMaih = - 05/18✓99 SC -49 PART D - SPECIAL CONDITIONS 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The Contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The Contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3.. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline, will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for- all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor; and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will'not not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the Contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such -as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction o5J18is9 SC -50 PART D - SPECIAL CONDITIONS I ONS LIshall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2 -Inch Temporary Service Line:. The 2 -inch temporary service main and 3/4 -inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The Contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building Owners and the Engineer in order Li that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. LIA 2 -inch tapping saddle and 2 -inch corporation stop or 2 -inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2 -inch temporary service main and 3/4 -inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out -of -service meters shall be removed, tagged and collected by the �.7 Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re -install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout "shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2 -inch temporary service pipes, 3/4 -inch service lines and the 2 -inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4 -inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment -for materials including all labor, equipment, tools and "i incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. j. -- -- = = • .=.•.=- •= • =- • 05/18/99 SC -51 PART D - SPECIAL CONDITIONS Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The Contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placedinto service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the- General Contract Documents and. Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24. hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de -chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 80.13 Water Sample Station: GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be.furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and. materials necessary for the installation of the 3/4 -inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work, and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5 -feet of type K copper 05/18199 SC -52 PART D - SPECIAL CONDITIONS service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. D80.14 Ductile Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE -IRON AND GRAY -IRON FITTINGS: All ductile -iron and gray -iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie -down concrete blocking, and concrete iI cradle necessary for construction as designed. All ductile -iron and gray -iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie - down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie -down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. I I D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D-82 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. 05118199 SC -53 PART D - SPECIAL CONDITIONS D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse -Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3 -foot wide by 4 -inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3 -inch maximum cut or fill, with no roots over 1 -inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2 -inches to 4 -inches of wood chips from trimming or clearing operation on areas designated by the Engineer. 05/18/99 SC -54 PART D - SPECIAL CONDITIONS I] J 7 7 J 7 7 Ii F. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. 0518199 SC -55 SECTION E PART DA - ADDITIONAL SPECIAL CONDITIONS DA -1 PIPELINE REHABILITATION CURED -IN -PLACE PIPE .....................(OMITTED)...... ASC-3 DA -2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ............(OMITTED) ...... ASC-7 DA -3 PIPELINE REHABILITATION FOLD AND FORM PIPE .......................(OMITTED).... ASC-15 DA -4 SLIPLINING.................................................. ...........................(OMITTED)... ASC-19 DA -5 PIPE INSTALLED BY OTHER THAN OPEN CUT............................................................ ASC-26 DA -6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................(OMITTED) .. ASC-29 DA -7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION.. .(OMITTED) ASC-32 DA -8 MANHOLE REHABILITATION ITEMS ................................................(OMITTED) ASC-34 DA -9 SURFACE PREPARATION FOR MANHOLE REHABILITATION............(OMITTED) .. ASC-44 DA -10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM.(OMITTED). ASC-45 DA -1 1 INTERIOR MANHOLE COATING - QUADEX SYSTEM..........................(OMITTED) ASC-47 DA -12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ....................(OMITTED) ASC-50 DA -13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................(OMITTED) ASC-52 DA -14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER(OMT) ASC-55 DA -15 INTERIOR MANHOLE COATING -STRONG -SEAL SYSTEM...............(OMITTED) ..... ASC-57 DA -16 RIGID FIBERGLASS MANHOLE LINERS........................................(OMITTED) .... ASC-60 DA -17 PVC LINED CONCRETE WALL RECONSTRUCTION........................(OMITTED).... ASC-63 DA -18 PRESSURE GROUTING...............................................................(OMITTED) .. ASC-65 DA -19 VACUUM TESTING OF REHABILITATED MANHOLES........................(OMITTED) . ASC-68 DA -20 FIBERGLASS MANHOLES.............................................................(OMITTED) . ASC-71 DA -21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ......................... ASC-76 DA -22 REPLACEMENT OF CONCRETE CURB AND GUTTER.......................(OMITTED).. ASC-76 DA -23 REPLACEMENT OF 6 INCH CONCRETE DRIVEWAYS.......................(OMITTED).. ASC-77 JDA -24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE..........•.............(OMITTED) . ASC-77 DA -25 GRADED CRUSHED STONES.........................................................(OMITTED) ASC-78 DA -26 WEDGE MILLING 2 INCH TO 0 INCH DEPTH 5.0 FEET WIDE................(OMITTED) ASC-78 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS - DA -27 BUTT JOINTS - MILLED...............................................................(OMITTED) .. ASC-79 DA -28 2 -INCH H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .......................(OMITTED).. ASC-80 DA -29 REPLACEMENT OF 7 -INCH CONCRETE VALLEY GUTTER .................(OMITTED). ASC-80 DA -30 NEW 7 -INCH CONCRETE VALLEY GUTTER......................................(OMITTED) ASC-81 DA -31 NEW 4 -INCH STANDARD WHEELCHAIR RAMP.................................(OMITTED) ASC-81 DA -32 8 -INCH PAVEMENT PULVERIZATION ...............................................(OMITTED) ASC-82 DA -33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ......(OMITTED) .. ASC-82 DA -34 RAISED PAVEMENT MARKERS .....................................................(OMITTED) .. ASC-83 JDA -35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITTED) ASC-83 DA -36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMT). ASC-87 JDA -37 ROCK RIPRAP - GROUT - FILTER FABRIC..................................................................ASC-88 DA -38 CONCRETE PIPE FITINGS AND SPECIALS .....................................(OMITTED) ..ASC-92 J DA -39 TEMPORARY, CLOSED DONDUIT, SANITARY SEWER BY-PASS .......................ASC-92 ASC-2 PART DA - ADDITIONAL SPECIAL CONDITIONS other shall be included in only one obstruction removal. Trench Safety System, if required, shall be paid for at the Contract Unit Price. Contractor will not be paid for obstruction removal located at insertion pits. D5. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement fences, sprinkler system piping, and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. El6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to the installation. DDA -5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. LI2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and D grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. DB. MATERIALS: 1. Casing Pipe: Casirsg—pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. LIb. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pipe shall, be as shown on drawings and as specified in the General Contract Documents. 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron` pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine & ith suffrcien%Water added -to provide afFee-flowing-thick Iurry. - - = ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS C. EXECUTION 1. Where sewerpipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than opencut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. 3. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking *pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2 -inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This.pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under paragraph A.Z. All voids between bore and outside of casing shall be pressure grouted. ASC-27 0 Li PART DA - ADDITIONAL SPECIAL CONDITIONS D4. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported D by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. 11 D b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the -exception of the bell area and spigot area necessary for assembly unless otherwise specified. Dc. The Contractor shall prevent over -belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken D that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. De. Closure of the casing after the pipe eras been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile Iron Pipe witirout.Casing-Pipe: LIa. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. Db. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to .the. cost Li- -bid-for-installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. Dd. 'Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil Dlayer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. LI a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State U of Texas. Approval by the Engineer shall not relieve the Contractor of the - '— `— ' --- �- responsibility-forpthe adequacy of the liner method.=— _ __® ASC-28 J PART DA - ADDITIONAL SPECIAL CONDITIONS b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud jacked. c. Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA -6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR A. GENERAL: The work covered by this item consists of furnishing all labor, material, equipment, supervision, etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point repairs on private property shall only be addressed after the Contractor has received written permission from the property owner to do the work. A blank Right -of -Entry Agreement form to be completed by the Contractor and the individual property owners is included at the end of this section. The Contractor shall keep a record copy of all Right - of -Entry forms obtained and have it on hand at all times during construction. The street addresses and approximate location of service line repairs are shown in Table — and the Field Survey Forms in Attachment . It shall be the Contractors responsibility to accurately field locate the exact point of repair. MATERIALS: The pipe replacement material shall be gasketed joint, gravity PVC sewer pipe (ASTM D- 3034, SDR„26) and have a minimum cell classification of 12454 A or B as defined in ASTM D-1784. InstalIa ion shall be in strict compliance with the manufacturer, recommendations and the Uni-Bell Plastic Pipe Association. The method of jointing the ends of the replaced pipe with the existing pipe shall be water'fight: ' - -- C. EXECUTION: 1. After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shall be three (3) feet. All work shall be performed by a licensed plumber. Determine whether additional lengths of line beyond "minimum length" criteria need replacement. Report need for additional replacement to City and obtain approval before proceeding. 2. The Contractor shall excavate, shape the bottom of the trench and place the required pipe bedding so that the grade of the replaced pipe matches the existing service line grade. ASC-29 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. DA -21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be 'responsible for locating and marking all previously exposed manholes D and water valves in each street of this Contract before the resurfacing process commences for a particular street. 0 11 The Contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person Southwestern Bell Telephone 338-6275 "Hot Line" Texas Utilities 336-9411 Mr. Roy Kruger Ext. 2121 Lone Star 336-8381 Mr. Jim Bennett Ext. 6982 City of Fort Worth, 871-8100 Mr. Jim Bob Wakefield Street Light and Signal Of course, under the terms of this Contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within -five (5)'working days after completing the laying., of proposed H.M.A.C. overlay adjacent to said facilities. ...Any deviation from the abo've�procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. DA -22 REPLACEMENT OF CONCRETE CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S -S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb - and gutter-1he-pay limit willsbe 9" out raom the gutteijip, with same -day haqkQff f_ the retnove_d material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix an_d 04/16199 ASC-76 PART DA - ADDITIONAL SPECIAL CONDITIONS transportation and disposal of the material to a designated site and the quantity established is the engineers best estimate of the quantity that may be removed. This quantity may vary depending upon actual conditions and testing results. The unit price bid will not be increased regardless of the actual amount of material disposed and may be decreased if a larger volume of material,- than that listed in the bid proposal, results in a unit cost reduction for disposal. B. WASTE MANIFESTS: Any and all non -hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment and/or disposal must be accompanied by a waste shipment record/manifest detailing required generator, transported, destination and waste description information. These results may not be uniform throughout the entire site. For all petroleum substance waste, the waste shipment record utilized shall be the TNRCC PETROLEUM -SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332). The Contractor shall be responsible for obtaining, originating and maintaining manifests in accordance with federal and state laws. The Contractor shall sign the manifests forms as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT / DISPOSAL OF WASTES IN CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED MANIFEST FORMS that are in agreement with regard to the type and amount of waste removed from the site and received by the treatment/disposal facility. The Contractor shall immediately resolve any manifest discrepancies. Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. C. MEASUREMENT AND PAYMENT: Payment for this item shall be made per in place cubic yard of contaminated soils that are loaded, transported and disposed of in an approved special disposal site. No separate payment will be made for loading, transportation and disposal of contaminated ground waters collected; these costs considered subsidiary to°D-26, POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be included in the Contractor's bid submittal and approved by the City of Fort Worth Department of Environmental Management prior to contract award. Contractor shall be responsible for all landfill costs, including, but not limited to landfill fees, transportation costs and landfill operator requested analytical testing and waste characterization. DA -37 ROCK RIPRAP - GROUT - FILTER FABRIC: A. GENERAL: 1. General Conditions, Supplemental Conditions, applicable requirements of Division I - General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are hereby made a part of this section. 2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans. 04/1619.9 r r ASC-88 0 PART DA - ADDITIONAL SPECIAL CONDITIONS B. DESIGN CRITERIA: 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable, the design shall incorporate other requirements needed LI to stabilize the revetment toe. 2. The channel side slope shall be as shown on the drawings. 3. Engineering filter fabric material shall be placed underneath the riprap. ` j 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection. See cross sections. C. PRODUCT: , 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: J Sieve Size (Square Mesh) Percent Passing 24 inch 24 inch 100 Riprap 18 inch 80-90 12 inch 45-55 6 inch 0-20 Sieve Size (Square Mesh) Percent Passing 18 inch 18 inch 100 Riprap 12 inch 60-85 6 inch 15-45 J3 inch 0-1.5 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). 3. FILTER FABRIC BLANKET: Approved Manufacturer: • Supac - Heavy Grade 8NP (UV) • Trevira 011/280 • Amoco 4553 • or Equal Heavy Grade 4. RIPRAP GROUTING a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a combination .of natural and manufactured sands. The J grading and uniformity of the fine aggregate shall conform to the following .J requirements as delivered to the mixers: ASC-89 J PART DA - ADDITIONAL SPECIAL CONDITIONS Sieve Designation, U.S. Standard Square Mesh 3/8 in. (9.5 mm) No.4(4.75 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) D. EXECUTION: 1. CONSTRUCTION: Permissible Limits Percent by Weight. Passing 100 95 -100 80-95 55-75 30-60 12-30 2-10 a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and, at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred -during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. 'The geotextile shall be , placed with the long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum width of 24 -inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by surface runoff and any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. MAny geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. ASC-90 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the linesand grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air -entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the J riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected to freezing temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 10 feet in width, commencing at the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surface a distance in excess of 10 feet. Immediately after dumping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place between stones with suitable spades, trowels, or vibrating equipment. As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surface of the stone protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grouted surface shall be protected from rain, flowing water, and mechanical injury. The surface of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. E. MEASUREMENT AND PAYMENT 1.`-FILTER�F'ABRIC: Filtar-faL ric will be rfteasured bytthe-square yard=fer material- used J -{ including that required at toes and thickened edges of riprap. Payment for filter fabric ASC-91 PART DA - ADDITIONAL SPECIAL CONDITIONS will be -made at the contract unit price per square yard which includes all plant, labor, material, and all installation costs in -place, complete. 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be made at the contract unit price per cubic yard which includes all plant, labor, material, and installation costs in -place, complete. 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan dimensions. Payment for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in -place, complete. DA -38 CONCRETE PIPE FITTINGS AND SPECIALS: Bidders shall submit the following for L-301 pre -stressed concrete cylinder pipe to be installed on this project: 1. A complete list of fittings and specials upon which the lump sum is bid. 2. Provide a unit price indicating the cost for furnishing and installing each of the various items of fittings and specials. The lump sum as bid in the Proposal shall be payment in full for all fittings and specials necessary for the construction of the project as designed. Payment for the installation of the pipe fittings, specials, and random lengths shall be included. Should the Engineer approve any changes to the fittings, specials or random pipe lengths listed as justifying the amount bid in the Proposal, the price submitted with the Proposal shall be used to determine the increase or decrease in the value of the lump sum of the Proposal, and, the Contractor shall be paid on the basis of this adjusted value under that bid item. DA -39 TEMPORARY, CLOSED -CONDUIT, SANITARY SEWER BY-PASS Approximately 1600 L.F. of 8" HDPE sanitary sewer pipe to be used as a temporary by-pass, and to be constructed from the upstream manhole located north of State Highway 183, through the culvert located beneath the highway, and to the downstream manhole located south of the highway. The upstream and downstream manholes are located in the creek bed. The sanitary sewer pipe will be constructed to ensure the gravity flow of sewage from manhole to manhole. For the downstream manhole, the Contractor shall fabricate a bolt -down manhole lid, modified to accommodate a 90° degree bend in through the manhole lid. The lid shall be fabricated with pipe restraints to hold, the pipe in -place following construction. All other bends along the sewer pipe shall be 45° degree bends, and each shall be encased in a concrete thrust block. The connection to the upstream manhole shall be through the existing hole currently used for by-passing. No compensation for by-pass pumping shall be allowed. Connection to or modification of property owned or under the control of the Texas Department of Transportion, including the culvert beneath the highway, shall not be allowed. No modification to the creek bed shall be allowed. The Contractor shall maintain the temporary, closed -conduit, sanitary sewer by-pass during construction. All repairs and maintenance required shall be considered subsidiary to the construction of the by-pass. No additional compensation shall be allowed. The temporary, closed -conduit, sanitary sewer by-pass shall remain in -place until all permanent connections to the new sanitary sewer line have been made and accepted by the Owner. Removal of the by-pass shall be considered subsidiary to the construction of the by-pass. No .;m ASC-92 PART DA - ADDITIONAL SPECIAL CONDITIONS additional compensation shall be allowed. If •the materials can be reused, they shall remain the property of the City. If the materials cannot be reused, the Contractor is responsible for disposal at no additional cost. ASC-93 SECTION F SECTION F LI STATE HIGHWAY PERMIT Il The following permit have been obtained and outline the work that may be performed for a given area. 11 (Previous Versions Obsolete) J APPROVAL TO: Fort Worth Water Department Permit # 220 -SS -173-99 ^I 1000 Throckmorton Street Hwy. No. SH 183 J Fort Worth, Texas 76102 Maintenance Section No. 10 c/o Kuo-Ching "Peter" Fu, P.E. County: Tarrant Date: May 11, 1999 Reviewed & Issued By: G. Rodriguez The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed 12" D.I.P. SANITARY SEWER LINE as shown by accompanying drawings and notice dated May 7, 1999, except as noted below. ADDITIONAL REQUIREMENTS: NONE It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. J You are requested to notify this office prior to commencement of any routine of periodic maintenance which J requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications J are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. J The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on Highway Right -of -Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for Installing Underground Utilities in Vicinity of Trees. RE VEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated as indicated on the attachment. The Utility Contractor shall contact the proper City Authorities prior to construction. PLEASE NOTIFY GLYNIS RODRIGUEZ AT (817) 370-6585, 48 HOURS PRIOR TO STARTING CONSTRUCTION OF THE LINE IN ORDER THAT WE MAY HAVE A REPRESENTATIVE PRESENT. Texas D artmenttt oofpT� Transportation -Fort Worth Steve imm j , District F,*n n 1. Brett Di ict Right of Way Utility Supervisor J a . fl I Notice of Proposed Installation Utility Line on Non -Controlled Access Highway Form 1023 (Rev. 9-93) 0 0 7 II II :i Date: 5/7/99 To the Texas Transportation Commission do District Engineer Texas Department of Transportation Fort Worth, Texas 76115-0868 Formal notice is hereby given that the Fort Worth Water Department proposes to place an 12" Sanitary Sewer Line within the right-of-way of State Hwy 183 (Ephriham ave.) in Tarrant County, Texas as follows: (give location, length, general design, etc.) An installation of approximately 260 If of 12" sanitary sewer pipe crossing SH 183 (Ephriham Ave.) by Bore & Jack and Open Cut methods. The location is at the intersection of SH 183 and NW 19th Street (ROW). Said sanitary sewer line is within the City limits of Fort Worth. There will be no Texas Department of Transportation pavement cut. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing laws, including, but not limited to the "Federal Clean Water Act", the "Federal Endangered Species Act", and regulations submitted to TxDOT before commencement of construction. Our City will use the best management practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project as indicated under "Revegetation Special Provisions." - Our City will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. The location and description of the proposed line and appurtenances is more fully shown by Ten 10 complete sets of drawings attached to this notice. Construction of this line will begin on or after the Seventeenth day of May, 1999. By signing below, I certify that I am authorized to represent the City listed below, and the City agrees to the conditions/provisions included in this permit. Project: Sanitary Sewer Main M-219 Firm: City of Fort Worth Water Dept. Drainage Area Rehabilitation and By: Kuo-Ching "Peter" Fu. P.E. Sewer Improvements — DOE 2598 City Project Manager. Mike Domenech. P.E. Signature: Title: Engineering Manager Address: 1000 Throckmorton St. Fort Worth. TX 76101-0870 Phone: 817-871-8243 SECTION G BOND NO.: 5994580 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY, a (2) Corporation of Texas, hereinafter called U Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized and fl existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of **Three Hundred Eighty -Nine Thousand, One Hundred Fifty -Four and No/100** ($389,154.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, aexecutors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Princi al entered into a certain contract with the City of Fort Worth, the Owner, dated the day of AUG 0 3 1.949 A.D. 1999 a copy of which is hereto attached and made part hereof, for the construction of: Sanitary Sewer System Rehabilitation, Contract XLVI (46) - Part 1 designated as Project No.(s) PS46-070460172920; D.O.E. No. 2666 a copy of which contract is hereby attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, Li such project and construction being hereinafter referred to as the "work". n U U [I Lt NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. F-1 0 n Iii I 7 I J n U PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the day of AUG 031999 , A.D., 1999. ATTEST: WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY 7 RINCIPAL (4) BY: (Princ' al) Secretary Willis . Sc tz, President (SEAL) Witness as to Principal (Address) ATTEST: (Surety) Secretary (S E A L) I. v Witness as to Surety Cynthia N. Klutts 234 Emma Street, Fort Worth, TX 76111 (Address) 1 (DC -5/21/70) P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURANCE COMPANY OF AMERICA Surety BY: (Atto ey-in-Fact) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact. F-2 POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 AFECO® No. 7498 KNOW ALL BY THESE PRESENTS: rhat SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington eorroration does each hereby app oint * **JOHN A. MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; K. R. HARVEY; Fort Worth, Texas****** ..s true and lawful attorney(s)—in—fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other locuments of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each xecuted and attested these presents this 26th CERTIFICATE day of January , 19 96 r Extract from the By —Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS . . . the President, any Vice President, the Secretary, and any Assistant Vice resident appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as torneys—in—fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and ther documents of similar character issued by the company in the course of its business . . . On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking -mf the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, at the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By —Laws, and (ii) A copy of the power —of —attorney appointment, executed pursuant thereto, and (iii) Certifying that said power —of —attorney appointment is in full force and effect, ie signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, o hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and if a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of attorney are still in full force and effect. N WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of , 19 i-9741EP 1/93 @) Registered trademark of SAFECO Corporation. I BOND NO.: 5994580 PAYMENT BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY a (2) Corporation of Texas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of: **Three Hundred Eighty -Nine Thousand, One Hundred Fifty -Four and No/100** ($389,154.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. 1999, a copy of which is hereto attached and made part hereof, for , a copy of which is hereto attached and made part hereof, for the construction of: Sanitary Sewer System Rehabilitation, Contract XLVI (46) - Part 1 designated as Project No.(s) PS46-070460172920; D.O.E. No. 2666, a copy of which contract is hereto attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. F-3 T I n F4 I!J PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the day of , A.D., 1999. ATTEST: AUG C1" 15) (SEAL) a a ATTEST: El [1 0 (SEAL) (Principal) Secretary Witness as to Principal (Address) (Surety) Secretary Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) (DC -5/21/70) a WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY PRINCIP (4) BY: Willis J. Sc ultz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURANCE COMPANY OF AMERICA (Attorn�'-in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact. F-4 SAFECO INSURANCE COMPANY OF AMERICA POWER ® GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SMECO® SEATTLE, WASHINGTON 98185 0 I1r�.YY No. 7498 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corrooration does each hereby appoint *"JOHN A. MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; K. R. HARVEY; Fort Worth, Texas"***** El its true and lawful attorney(s)—in—fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents 0 this 26th day of January , 19 96 r A r , P,� ), c:C i -A V DA',, U McLEAti NPESIDFM CERTIFICATE Extract from the By —Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA. "Article V. Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice resident appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as I attorneys —in —fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and Cher documents of similar character issued by the company in the course of its business ... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking f the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, hat the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 197O. [}On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V. Section 13 of the By —Laws, and (ii) A copy of the power —of —attorney appointment, executed pursuant thereto, and n (iii) Certifying that said power —of —attorney appointment is in full force and effect, (, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R. A Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, T hereby certify that the foregoing extracts of the By —Laws and of a Resolution of the Board of Directors of these corporations, and a Power of Attorney issued pursuant thereto, are true and correct, and that both the By —Laws, the Resolution and the Power of torney are still in full force and effect UN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation SEAL f4i+ s G-9741EP 1193 this day of 19 yJ��NCE CO�ypgy CORPORATE' SEAL 3 RA PIERSON SECRETARY 19233J `r7a \oo rP Of was�i�o°� ® Registered trademark of SAFECO Corporation. I BOND NO.: 5994580 MAINTENANCE BOND Ls THE STATE OF TEXAS § COUNTY OF TARRANT 0 W KNOW ALL MEN BY THESE PRESENTS: That (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY, as Principal, acting herein by and through (2) William J. Schultz, its duly authorized President and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized under the laws of the State of Washington, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation, chartered by virtue of Constitution and laws of the State, **Three Hundred Eighty - Nine Thousand, One Hundred Fifty -Four and No/100** Dollars ($389,154.00), lawfully money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth, 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, the Principal has entered into a certain contract with the City of Fort Worth, dated for the performance of the following described public work and the construction of the following described public improvements: Sanitary Sewer System Rehabilitation, Contract XLVI (46) - Part 1 all of the same being referred to herein and in said contract as the Work and being designated as Project No.(s) PS46-070460172920; D.O.E. No. 2666; and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period of one (1) year 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 one (1) year; and WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at 0 any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, F-5 n WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its 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. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated AUG 0 3 lggq ATTEST: (SEAL) ATTEST: U (Princi al) Secretary Witness as to Principal (Address) (Surety) Secretary El(SEAL) 14L14UL 7) 1Jk- Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY PRINCIPAL (4) BY: illiam . Schultz P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURANCE COMPANY OF AMERICA Surety I (Attorno-in-Fact) (3) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact. F-6 no POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SAFECOQQ SEATTLE, WASHINGTON 98185 Nf'GYV No. 7498 KNOW ALL BY THESE PRESENTS: flThat SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corrporation does each hereby appoint " JOHN A. MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; K. R. HARVEY; Fort Worth, Texas****** a its true and lawful attorney(s)—in—fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each De xecuted and attested these presents 0 this 26th day of January , 19 96 0 Up : r rR ,'1, ;r ;r . -AP, : AN ^ hic..EA'J PREt-IDENT CERTIFICATE Extract from the By —Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice fTresident appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as LPttorneY5_in_fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business ... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking f the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, 1 hat the seal shall not be necessary to the validity of any such instrument or undertaking." LLL...111 Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. D'On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By —Laws, and (ii) A copy of the power —of —attorney appointment, executed pursuant thereto, and B(iii) Certifying that said power —of —attorney appointment is in full force and effect, he signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, o hereby certify that the foregoing extracts of the By —Laws and of a Resolution of the Board of Directors of these corporations, and f a Power of Attorney issued pursuant thereto, are true and correct, and that both the By —Laws, the Resolution and the Power of Attorney are still in full force and effect ON WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of , 19 C1 Y � CORPORATE � :7 a SEAL SEAL �_\ 4 H s y x _� RA Pi=RR0N SrGPETAR� sf9 1953 boa �`�1923 \o aJ R__974/EP - r0F WASK��G wash`°�' 1193 ® Registered trademark of SAFECO Corporation. I n El 0 a 0 0 IMPORTANT NOTICE To obtain Information or make a complaint: You may call the company's toll -Free telephone number for Information or to make a complaint at 1-800- 472-4455 You, may contact the Texas Department of.insurance to 'obtain Information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of insurance a P.O. Box 149104 Austin, TX 78714.9104 FAX # (512) 475-1771 0 0 0 II I 0 0 0 0 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for Information only and does not become a part or condition of the attached document. Prescribed by the State Board of Insurance Effective May 1, 1992 AVISO IM'P0RTANTE Para obtener Informacion o para someter una queja: Usted puede Ilamar al numero do telefono gratis de Ia companla para Information o para someter una queja 18O0-472-4455 Puede comunicarse con el Departamento de Seguros c Texas para obtener Informacion acerca do companlas, coberturas, derechos o quejas aI 1-800-252-3439 Puede escribir al Departamento do Seguros de Texas P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 DISPUTAS SOBRE PRIMAS O RECLAMOS: SI tie una disputa concerniente a su' prima o a un reclarr debe comunicarse con el agente o Ia companla prime, SI no so resuelve la disputa; puedo entonc comunicarso con el Departamento do Seguros de Texa UNA ESTE AVISO A SU POLIZA: Este aviso es sc para proposito de Informacion y no se convlerte on pa o condiclon del documento adjunto. • Ordenado por el consejo Estatal. de Directures 'Seguros, EHectivo eI 1 do Mayo 1992 1 i PART G - CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT § THIS CONTRACT, made and entered into AUG 0 3 1999 by and between the City of Fort Worth, a home -rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY of the City r.. of Fort Worth, County of Tarrant and State of Texas, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of payments and agreements hereinafter mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: Sanitary Sewer System Rehabilitation, Contract XLVI (46) - Part 1 Sewer Project No. PS46-070460172920 - DOE No. 2666 and all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to compete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of which are made a part hereof and collectively evidence and constitute the entire contract. G-1 111 0 0 0 u 0 n 0 0 0 The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the Proposal. The Owner agrees to pay the Contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties of these presents have executed this Contract in 8 counterparts in the year and day first above written. CITY OF FORT WORTH, TEXAS (Owner) Party of the First Part A2 By: Asst. City Manager CW U (SEAL) ci I Approved: l�LS�At2. A. Douglas Rademaker, P.E., Director Department of Engineering CW APPROVED AS TO FO AND LEGALITY: Gary Stein erger, Asst. City Attorney ATTEST: C' Secretary Contract Authorization 39� --- Date CONTRACTOR: WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY By: illiam J. Schultz Title: President WITNESSES: G-2 0 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW I 0 I I I I Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460172920 8 STATE OF TEXAS § 0 COUNTY OF TARRANT § 0 I C I I 0 Li WILLIAM J. SCHULTZ. INC. DBA CIRCLE "C" CONSTRUCTION CO. CON RACTOR By: Title Date BEFORE ME, the undersigned authority, on this day personally appeared &t 1) ; q m J known to me be the person whose name is subscribed tq thy( for going instrument, and acknowledged to me that he executed the same as the act and deed of u) ;)) a rn4≤di wJ tz C , O 6 C for the purpose and consideration therein expressed and in the capacity therein stated. (!' r e e 0 on 61r Md)& Au n� GIVEN UNDER MY HAND AND SEAL OF OFFICE this o2 day of .1999 C�- Notary Public in anl for the State of Texas 1i\CAROLCAROL J. SCHULTZ E NOTARY PUBLIC State of Texas Comm. Exp. 04-14-2000 SECTION I TABLE OF CONTENTS SECTION I J l TITLE SECTION Figure 121 - Concrete Manhole Collar .................................................... 1 Figure 30- Project Sign............................................................... 2 SoilBoring........................................................................3-7 J Also refer to Sheet 5 of the plans for additional Standard details. J J J 4-#4 REBARS TYP. USE 2500# CLASS B CONCRETE. STREET 0 1 N CONC. COLLAR HEIGHT VARIES PVMT. PV -IT. 2:27. .•• -r CASE 1 I CASE 2 l.tnC / COLLAR SHALL EXTEND TO TOP OF 2:27 CONCRETE (NC REBAR PEG.) COLLAR SHALL EXTEND 3" BELOW BOTTOM OF LOWEST GRADE RING (REBAR PEG.) DIRT 4.0' 3" TYP. N / - 3/4" CHAMFER TYP. GROUND PRAD RING -� _ _ -- --- - 6" MIN. :' SRAM NECK - 3" MINIMUM • HEIGHT VARIES SECTION A FIGURE 121 CONCRETE MANHOLE COLLAR DETAIL - E21 MATERIAL E2-20. 21 CONSTRUCTION 5/18/90 :..4 PMS 167 (Copper) ._.... PMS 288 (blue) ,._... PMS 288 (Blue) , ... 81 w• 3" 3'15" • 3" 41_ 1.51* 3" - - I I \ 2.25" ._I • •M FOTWORTH r • _ 2.25" N 3.75" Your", WaterF � O Funds In- Ac*tion- 3.7511 4.5"I I -. 4 1 - 4.5 ,"White \_,_ PMS 288 (Blue) PROJECT SIGN Figure 30 09118/96 " Radius Scale 1" = 1' E2-1 Construction R&ftarJ\AIJI.V WI -I-1 J . v SEWER ALIGNMENT WAGONER AVENUE RIGHT-OF-WAY I 3 WI I- zl =_ & 6 f Imo- WI j N N t M f'- NORTH SCALE: 1"=50' I _ � C I ' -1448 SANITARY SEWER - FORT WORTH, TEXAS PLAN BORINGS 513=9-497-12 `LA 5 I.. n. I I 0 0 0 0 I I 4 t"Its , Ii 0 Major Divisions Grp. Typical Names Laboratory Classification Criteria z^t Well -graded gravels, gravel- little . D (Don)!GW 3 c'— 1 sand mbQures, or no fines C"=o o greater own 4: between end a y $ v GP Poorly graded gravels, grave sand mixtures, little or no Not meeting all gradation requirements for GW fines C9 O Liquid and Plastic limits $ $ GM Silty gravels, gravel -sand -sift mixtures ; 3 i i below "A" line or P.I. than 4 Liquid and c limits plotting in hatched zone i M greater between 4 and 7 are Clayey gravels, gravel -sand- Liquid and Plastic limits „ A" Ih1e with P.I. a W borderline cases requiring use of dual symbols clay mixtures m greater than 7 E SW Well -graded sands, gravelly sands, little or no tines (Dr? C ■ = rsatar than e: C�= between 1 and 3 " Dt0 a ° ' SP Poorly graded sands; gravelly sands, little or no 1$ Not meeting all gradation requirements for SW �. fines Ws fl Silty sand -silt Liquid and Plastic limits t Z SM sands, mixtures -- N o r below "A" linear P.1. less than 4 Liquid and plastic limits plotting between 4 and c m 7 are borderline cases IC c S Clayey sands, sand -clay $' $ Liquid and Plastic limits abOYe „A» line with P.1. requiring use of dual symbols �. mixtures greater than 7 Inorganic slits and very fine ML sands, rock flour, silty or clayey fine sands, or clayey silts with alight plasticity iInorganic clays of low to 60 CL medium plasticity, gravelly m clays. sandy days, silty clays, and lean clays Z � CH zw OL Organic silts and organic silty I clays of low plasticity 30 MH Inorganic silts, micaceous or diatomaceous fine sandy or d MH off s silty soils, elastic sifts 2 CL 'g CH Inorganic clays of high 1 plasticity, fat clays 7 4 IAL a d OL OH Organic clays of medium to oa 10 20 30 40 so 00 70 no so 100 high plasticity, organic slits uquld umlt Peat and other highly organic Plasticity Chart soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 7 SOIL OR ROCK TYPES 4 �• � GRAVEL LEAN CLAY LIMESTONE • . :1 SAND • • * SANDY _ SHALE • . • ' • SILT SILTY � • SANDSTONE ; • HIGHLY CLAYEY CONGLOMERATE an.ley �Da Sp Rock Cane No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More tham 50% Passing No. 200 Sue.) Descriptive Item Penetrometer Reading, (taf) Soft 0.0to1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ • .Ci9arse Grained Soils (More than 50% Retained on No. 200 Sieve) ..,Penetration Resistance Descriptive Item Relative Density z (blowsifoot) 0 to 4 Very Loose 0 to 20% t ter• 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate: generally nodular SIIckensided Having inclined planes of weakness that are suck and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or slit Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions :i 1 TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation j'$ry Soft or Plastic Can be remolded in hand: corresponds in consistency up to very stiff in soils rt Can be scratched with fingernail t IQderately Hard Can be scratched easily with knife; cannot be scratched with fingernail • Hard Difficult to scratch with knife V4ry Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 ri I D 0 U::± II I I 1] I n 1 i Li r ,� rr IM� Project No. 513-9-497-12 Boring No. B —Z Project M -144R Sanitary Sewer Fort Worth Texa: "'' Location See Plate A.1 Witter Observations Seepage at 25' during dri111ng; water *135' at completion; water at 14' and caved to 40' in 3 hours Completion > so. ' Completion late S-2999 y Surface Elevation Type Auger x ' LL i x x li Ii Q ID Stratum Description F *, »' ..i • � .. � s 1 15 20- 25- 30t?rr 33 LOG I 11. BCRnvGNa. tan, w/ ealcareoua nodules 11 tan. w51thered, Wi olay seams CLAY• tan, w/ calcareous nodules and ironstone fragments, stiff to very stiff 4.5+ tan, w/ calcarcous nodules an seams, hard 4S+ = = — — _ Sli1. gray. soft -12" hard layer at 33' - moderately hard to hard, 40' to 44' 100/9" 00/2.75 LIMEST'ONE gray, ha - - - - - - - - - - - - B-1 10 -1 " l Plate A.4 OF J 0 LI Li I I I I Project No. 513-9.497-12 Boeing No. B-2 Project M -144R Sanitary Sewer Fort Worth, Texas .. - Location See Plate A.1 .. Water Observations _ Dry at completion Completion Depth 25.0' Complation Dare 5-28-99 Sur&ee Elevation Type Auger Stratum Description S IS 20LlESTONE.gray: 25 brown. w/ imestonc fragments, l) 4.5+ tan, wl ay seams (611) AO Y tan, w/ limcstone fragments, (fill) ..—:_.:L. tan, w/ limestone fragments C1A tan nd gray, w/ironstone fragments 4.5+ SHALY CLAY. tan hard ------------—- --- 00/0.75 00/075 LOG OF BORINGNO. _ B-2 Plate A.5 7 City of Fort Worth, Texas 41jeagor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 8/3/99 **C-17564 30M144R 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C" CONSTRUCTION COMPANY FOR SANITARY SEWER REHABILITATION CONTRACT XLVI (46) - PART 1 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $447,604.00 from the Water and Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount of $447,604.00 from available funds; and 3. Authorize the City Manager to execute a contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company in the amount of $389,154.00 for Sanitary Sewer Rehabilitation, Contract XLVI (46) - Part 1. DISCUSSION: This project will complete the replacement and relocation of sanitary sewer main M -144R crossing Ephriham Avenue (SH-183) southwest of NW 20th Street. Main M -144R has collapsed in several locations, and due to the depth of the line several attempts to restore it have been unsuccessful. On June 29 1999 (M&C C-17504), the City Council authorized a change order to City Secretary Contract No. 24751, Water and Sewer Extension Replacements and Relocations Contract 98A. The change order allowed a work order to be issued to construct the line from NW 20th Street to just west of Ephriham Avenue. The design for the remainder of the work, crossing Ephriham Avenue, was completed and advertised for construction under the recommended project. The project is located in COUNCIL DISTRICT 2, Mapsco 61 L and G. The project was advertised for bid on June 4 and 7, 1999. On June 18, 1999, the following bids were received: BIDDER William J. Schultz, Inc. d/b/a Circle "C" Construction Company Southland Contracting, Inc. AMOUNT $389.154.00 $472,868.00 Cleburne Utility Construction Company $495,110.45 TIME OF COMPLETION 90 Calendar Days City of Fort Worth, Texas "elgor and Council; Communication DATE REFERENCE NUMBER LOG NAME PAGE 8/3/99 **C-17564 30M144R 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C" CONSTRUCTION COMPANY FOR SANITARY SEWER REHABILITATION CONTRACT XLVI (46) - PART 1 In addition to the contract cost, $39,000.00 is required for inspection and survey and $19,450.00 is provided for project contingencies. Circle "C" Construction Company, Inc. is in compliance with the City's M/WBE Ordinance by committing to 12% M/WBE participation. The City's goal on this project is 12%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of the attached appropriation ordinance, funds will be- available in the current capital budget, as appropriated, of the Sewer Capital Project Fund. MG:k Submitted for City Manager's Office by: Mike Groomer 6140 FUND ACCOUNT CENTER AMOUNT CITY SECRETARY (to) APPROVED CITY COUNCIL AU3 1999 G iT `J City Secretary of the City of Fort Worth, Texas 1&2) PS58 472045 070580172920 $447,604.00 2) PS58 541200 070580172920 $408,604.00 Originating Department Head: A. Douglas Rademaker 6157 2) PS58 531350 030580172920 $ 39,000.00 (from) 3) PS58 541200 070580172920 $389,154.00 Additional Information Contact: A. Douglas Rademaker 6157 1) PE45 538070 0709020 $447,604.00 Adopted Ordinance No.