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Home My WebLink About025261 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction Co.�� \ ^ . L � ��CREtARY� SPECIFICATIONS � ` �' A� CITY SECRETARY W . �� _ � �,, � ��E CONTRACT NQ . �� ., q ,,,, � �� '� ��'�`°��9�� NTRACT DOCUMENTS , . �� ..�, �, ; . ,� » �i,�,, �I��,� ��98 CIP VARIOUS LOCATIONS C�=�•�#� � ��'y �_' CONTRACT 99B �' �'r � k"��y �� s�.�r � : ! :;; i g �' �.:.. . UNIT I: WATER AND SEWER REPLACEMENTS IN PW53-060530175580 PS58-070580174740 , EDGECLIFF FROM MCCART TO CITY LIMIT (RR) DOE # 2028 � ' MALVEY FROM WESTRIDGE TO MALVEY. DOE # 2014 EAST LANE FROM MALVEY TO IH 30 SERVICE RD. DOE # 2013 EDGEHILL FROM HILLDALE TO CRESTMORE CLARA FROM MISTLETOE TO MISTLETOE WAINWRIGHT FROM CARVERLY TO STALCUP WESTCREST FROM WAYSIDE TO SOUTHCREST ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. MCCONNELL FROM GORDON TO CALIFORNIA PKWY GORDON FROM SOUTHCREST TO FRAZIER DOE # 2028 DOE # 2014 DOE # 2013 DOE # 2016 DOE # 2012 DOE # 2003 DOE # 2022 ' EDGECLIFF FROM MCCART TO CITY LIMIT (RR) MALVEY FROM WESTRIDGE TO MALVEY. , EAST LANE FROM MALVEY TO IH 30 SERVICE RD. � EDGEHILL FROM HILLDALE TO CRESTMORE CLARA FROM MISTLETOE TO MISTLETOE WAINWRIGHT FROIVI CARVERLY TO STALCUP i WESTCREST FROM WAYSIDE TO SOUTHCREST ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. MCCONNELL FROM GORDON TO CALIFORNIA PKWY � GORDON FROM SOUTHCREST TO FRAZIER KENNETH L. BARR MAYOR �... ��.�� .r �P�� T E'�qs 1 t� r �J, * DOE # 2016 DOE # 2012 DOE # 2003 DOE # 2022 DOE # 2023 DOE # 2024 DOE # 2020 K-1555 C115-020115040584 K-1523 C115-020115040583 K-1522 C115-020115040583 K-0691 C115-020115040583 K-1521 C115-020115040586 K-1536 C115-020115040585 K-1566 C115-020115040584 DOE # 2023 K-1568 C115-020115040584 DOE # 2024 K-1567 � C115-020115040584 DOE # 2020 K-1553 � C1 1 5-020 1 1 50405 84 ,� IN THE CITY OF FORT WORTH, TEXAS 1999 B�D • CITY LEE C. BRADLEY, P.E. - DIRECTOR FORT WORTH WATER DEPARTMENT ✓ * *+t .��r�\\\ ;.* : . . . . . . . . . . •�': • • j HUGO A. MALANGA, P.F_ - ��1. / RICNARD�.A.RGOMANR ,� DEPARTMENT OF TRANSPORTATI �.�. . . . . 8�. . . ...'Qr � S ��•. 9 O,.•' k.Li ��D,� •• FcrsT�?�•G�'�,S ��S��ONA1. � � '12�,� �`{�� . � C%��h��LLGLAr`%� �r��r�y A. DOUGLAS RADk'MAKER, DEPARTMF EN� lL` -p".-�.-�y. }� r� c-' ��s3`"rM �,m 'r,: - i;u.;��, , � ��§.� �* . �'� �°i;; - �� I.,A� ��'^�. • ;: � � � �2�''� : `! � ��'�,s�� ,�`�� ✓.Ll N. 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TABLE OF CONTENTS Notice to Bidders Special Instructions to Bidders (Water Deparhnent) Proposal Unit I: Water and Sanitary Sewer Replacements Minority and Women Business Enterprises Specifications-Unit I General Conditions (Water Department) Special Conditions (Water Department) Technical Specifications Material Specifications Certificate of Insurance Contractor Compliance With Worker's Compensation Law Performance Bond Payment Bond Maintenance Bond Contract Special Instructions to Bidders (Transportation/Public Works Department) Proposal Unit II: Paving Improvements Alternate 1 Proposal Unit III Paving Improvements Alternate 2 Minority and Women Business Enterprises Specifications-Unit II & Unit III Special Provisions —{Transportation/Public Works) Unit II & III Certificate of Insutance Contractor Compliance With Worker's Compensation Law Equipment Schedule (Unit II & III) Experience Record (Unit II & III) Performance Bond Payment Bond Maintenance Bond (Unit I) Contract l�J � NOTICE TO BIDDERS l� Sealed proposals for the following: QFOR: UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN: Q EDGECLIFF FROM MCCART TO CTTY LIMIT (RR) DOE # 2028 MALVEY FROM WESTRIDGE TO MALVEY. DOE # 2014 EAST LANE FROM MALVEY TO IH 30 SERVICE RD. DOE # 2013 D EDGEHILL FROM HILLDALE TO CRESTMORE DOE # 2016 CLARA FROM MISTLETOE TO MISTLETOE DOE # 2012 WAINWRIGHT FROM CARVERLY TO STALCUP DOE # 2003 WESTCREST FROM WAYSIDE TO SOUTHCREST DOE # 2022 � ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. DOE # 2023 MCCONNELL FROM GORDON TO CALIFOItNIA PKWY. DOE # 2024 GORDON FROM SOUTHCREST TO FRAZIER DOE # 2020 � PW53-060530175580 PS58-070580174740 11�J LJ � � � LiJ � � UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 1 UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 EDGECLIFF FROM MCCART TO CITY LIIvIIT (RR) DOE # 2028 MALVEY FROM WESTRIDGE TO MALVEY. DOE # 2014 EAST LANE FROM MALVEY TO IH 30 SERVICE RD. DOE # 2013 EDGEHILL FROM HILLDALE TO CRESTMORE DOE # 2016 CLARA FROM MISTLETOE TO MISTLETOE DOE # 2012 WAINWRIGHT FROM CARVERLY TO STALCUP DOE # 2003 WESTCREST FROM WAYSIDE TO SOUTHCREST DOE # 2022 ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. DOE # 2023 MCCONNELL FROM GORDON TO CALIFORNIA PKWY.DOE # 2024 GORDON FROM SOUTHCREST TO FRAZIER DOE # 2020 K-1555 C115-020115040584 K-1523 C115-020115040583 K-1522 C115-020115040583 K-0691 C115-020115040583 K-1521 C115-020115040586 K-1536 C115-020115040585 K-1566 C115-020115040584 K-1568 C115-020115040584 K-1567 C115-020115040584 K-1553 C115-020115040584 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM, Thursday, June 24, 1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the 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 $50.00; such deposit will be refunded if the document is returned in good condition within (10) days after bids are opened. Additional sets may be purchased on a nonrefundable basis for fifty dollars ($50.00) per set. These documents contain additional information for prospective bidders. Bid security is required in accordance with the Special Instruction to Bidders. � Submission of Bids: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is � the apparent successful bidder. If the Contractor only submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. However, it should be noted that Units II and III are considered to be alternatives to the same proposal. OIn order to be considered the apparent successful bidder for the paving improvements, the Contractor is required to submit bids (including separate M/WBE information) for both Units II and III. � ---- - -- -• Units II & III consist of the street and/or storm drain improvements. Pre-aualification Reauirements for Water Department Work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. A general contractor who is not pre-yualified by the Water Department, must employ the services of a sub-contractor who is pre-qualified. The procedure for pre-qualification is outlined in the "Special Instructions to Bidders (Water Department)". Bidders shall, if apvlicable, identify on the last page of the proposal section, the pre-yualified sub- contractor who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, wili be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documenfs and acknowiedging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at 817-871-7910. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ofdinance can be obtained from the Office of the City Secretary In addition, the bidder shall submit the MBE/WBE iJTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Jim Deeter at (817) 871-7803. BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY A. Douglas ademaker, P.E. Director, gineering By � � ' •�' J Firing, �� nager, Engin�r' g Services Advertising Dates: May 27, 1999 June 3,1999 � l+�J � SPECIAL INSTRUCTIONS TO BIDDERS (FORT WORTH WATER DEPARTMENT) 1) PREOUALIFICATION It�bUIREMENTS: The work required under Unit I must be performed by a contractor who has been pre-qualified by the O Water Department. In the event a general contractor submitting the lowest responsible bid is not a pre- qualified utility contractor, the contractor performing the water department work for the general contractor is required to be pre-qualified. The following steps aze required in order to become pre-qualified. l�] � � l�J 0 l�J �J LeJ lJ � L: � � l�J All contractors submitting bids on Water Department work aze required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the fmancial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Depattment shall be the sole judge as to the acceptability for fmancial 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. � Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) aze not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the lazgest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury List, 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 surplus. � 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 4. WAGE RATES: 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. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate pazent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty- five (45) calendar-days after completion and acceptance by the City. ' 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or dischazge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City hannless against any claims or allegations asserted by third parties or subcontractor against City azising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. . .. . ;, 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's � � provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City azising out of Contractor's and/or its subcontractors' alleged failure to � comply with the above referenced laws concerning disability discrimination in the performance of this agreement. � 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 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 MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening � date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. O12. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its � possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate D Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will . result in the�Contractor being determined to be irresponsible and barred &�m participating in City Owork for a period of time of not less than three (3) yeazs. � Revised 9/24/97 L+�9 � � � � � LJ _ . , .;, � L■J C�� l�J � PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Bob Terrell Fort Worth, Texas City Manager Fort Worth, Texas FOR: UNIT I: WATER AND SEWER REPLACEMENTS IN EDGECLIFF FROM MCCART TO CITY LINIIT (RR) MALVEY FROM WESTRIDGE TO MALVEY. DOE # 2028 DOE # 2014 DOE # 2013 DOE # 2016 DOE # 2012 DOE # 2003 DOE # 2022 DOE # 2023 DOE # 2024 DOE # 2020 EAST LANE FROM MALVEY TO IH 30 SERVICE RD. � EDGEHILL FROM HILLDALE TO CRESTMORE CLARA FROM NIISTLETOE TO MISTLETOE WAINWRIGHT FROM CARVERLY TO STALCUP � WESTCREST FROM WAYSIDE TO SOUTHCREST ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. MCCONNELL FROM GORDON TQ CALIFORNIA PKWY GORDON FROM SOUTHCREST TO FRAZIER o PW53-060530175580 PS58-070580174740 u � � � � [±�! � � � Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, fumish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond (as applicable), and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: � U1�1IT IA: WATER LINE REPLACEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS LJNIT PRICE (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 67 L.F. 6-Inch Water Pipe *, D-24; Per Linear Foot: �r,�-c�z� ..,��o Dollars �U and d �� Cents $ v� � 2. 5595 L.F. 8-Inch Water Pipe *, D-24; Per Linear Foot: , �G��r�rt�, ..��--�.-, Dollars a G and ,,-,,,, Cents $ � 7 3. 1875 L.F. 12-Inch Water Pipe *, . D-24; Per Lineaz Foot: .�,� �,,,�.,;. Dollazs o d d `� ,r�r> Cents $ i�S 4. 6 EA. 6-Inch Gate Valve w/ Cast Iron Box and Lid, D-22, D-23; Per Each: , ��, ��, �. � Dollars $ �/Oo 0 0 affd .�, Cents 5. 14 EA. 8-Inch Gate Valve w/ Cast Iron B�ox and Lid, D-22, D-23; Per Each � ,..r �M,.� < d DOI13iS $ J�OC7 � U acid A �,-zv Cents 6. 4 EA. 12-Inch Gate Valve w/ Cast Iron Box and Lid, D-22, D-23; Per Each �v �r �u�..�.... � Dollars $ �do� and r�� Cents TOTAL AMOUNT $ /7yo2 �'v c� G $ /S/OG`5 o G $�y3�5- oU $�yoo o� $ 7000 d d $ yoo � � a � � � � a a 0 � � � � � � � a o� � 7. 6.75 Tons Cast Iron/ Ductile Iron Fittings, D-23; Per Ton ..�o .�.. .. �,, -�-�.GC �,,;,,, ,,� �,/ Dollars d „-,�� Cents 8. 6 EA. Standard Fire Hydrant, 3'-6" Bury Depth; Per Each � �--� �� Dollars and �-v Cents 9. 3 L.F. Fire Hydrant Bbl. Extension; Per Lineaz Foot: Dollars d ��,,� Cents 10. 5 EA. Remove Existing Fire Hydrant, D-21; Per Each � �'..�� naii� and �� Cents 11. 18 L.F. 6-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Vaziable Depth, D-9; Per Linear Foot: _��, � Dollars and � ir�CJ Cents 12. 1 EA. 2-Inch Service Taps to main, D-20; Per Each �E'-�c,/�i� �� Dollars an� �/ Cents 13. 1 EA. 1 1/2-Inch Service Taps to main, D-20; Per Each .�L�-�, -�� Dollazs and ��-t� Cents 14. 85 EA. 1-Inch Service Taps to main, D-20; Per Each �,z�-�-�- i� � Dollars and ��(� Cents $ ,�s'oo � � $ /ivl7.S- � o aU o u $ //DO $ lolv0� ov $ �O o� $ yoo $ ,�S o � 00 $ �fJ O $ %40 �o O' � � , 30D d � $ /u�'D oG $ �ood $ �30 �v $ �OC� �G $ �O� OO �ss o o ° U 15. 15 L.F. Insta112-Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-20; Per Linear Foot: .�z�-�-��-�, _,��-�� Dollars `� Cents and - yz-z, 16. 15 L.F. Install 1 1/2-Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-20; Per Lineaz Foot: . -� �r�-zi, ,Q-,, �� Dollars and � ,, ,., � Cents 17. 1818 L.F. Install 1-Inch Copper Service 18. 520 19. 1 20. 1 21. 47 From Main to Five (5) Feet Behind the Meter, D-20; Per Lineaz Foot: ��.A-r -,-,�� .-� �-�-,_ Dollars and : �-vr ; Cents L.F. Insta113/4-Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-20; Per Linear Foot: _ .��a -.t-� -n,l-k k , �, Dollars and ,-�.r; Cents EA. Relocate 2-Inch Service Meters and Meter Boxes, D-20; Per Each _j� r ./,Lcrt,' �n.to-r..rr� —� . n� �0113fS and .� ; ' ents EA. Relocate 1 1/2-Inch Service Meters and Meter Boxes, D-20; Per Each P��`, �Li.'� tu.,-.r.�l.�t.� D0�1105 and .-�,.� ��Cents EA. Relocate 3/4-Inch Service Meters and Meter Boxes, D-20; Per Each c��>u -E,.��„-��,,A,rR �,?. � Q� Dollars and -��-v u ' J Cents $ �Z � �'' �� $ �/ `� �� C ' $ � � $3�G�v $ 3/.5� �o D U $ ,�C% %�% �v ( ` '`fY'1;-� ��. ;� � � � � G`' � � $ / 7 `� O $<�50 �L $ �.SD o �-� c ? �, c� $ .�.5 n $ .7 . � - c , c' $ /,�"p c� L $ %I�ST � Q a a � � � � � � 0 � � � � O � 0 � � 22. 47 23. 108 24. 1 25. 300 26. 100 27. 100 28. 460 29. 160 EA. Install Multiple Service Branches For 1-Inch Copper Service, D-20; Per Each �cva �,.d�.� . �� Dollars , and Mv Cents EA. Furnish and Set Class 'A', 'B', and 'C' Meter Boxes, D-20 Per Each ' ,�� -�.�,.,,,./. , „/ Dollazs and �,,, Cents L.S. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service, D-27; Per Lump Sum � ��.�.,r�.l Dollars and n„t� Cents C.Y. Crushed Limestone, D-14; Per Cubic Yazd "'�'-P�v Dollars and �-�t) Cents C.Y. Class'B' Concrete (2500#); Per Cubic Yazd �� .�.�w� Dollars �,,,, Cents C.Y. Class'E' Concrete (1500#); Per Cubic Yard �(' Dollars `" � Cents L.F. Trench Safety System, D-17; Per Linear Foot: /.� Dollazs and �� Cents L.F. Extra Depth of Water Mains, Per Linear Foot: n-L-J Dollars and �� Cents $o?sn�a �O $ /00 $ //7�S`O � U $ /D86d � G $ o?5,7��d P�$ aQ000 o � � CJ e G $ /a $ .��o 0 o G $ �i S- ° � $ ys-a o oU $ ys� $ / �� $ �� o � $ S's o0 �� $ `�/G o $ � �O d Ci 30. � 42 L.F. Concrete Pavement on 2:27 Concrete Base, Fig. 1, D-15, D-16; Per Linear Foot: `� ./, � r pollars d�� -,-�.t� Cents 31. 72 L.F. Min 2-Inch HMAC on 227 Concrete Base, Fig. 4, D-I5, D-16; Per Linear Foot: t"��1� ��- Dollars and ,-,,, � Cents 32. 9070 L.F. 2-Inch Hot Mix Temporary Pavement Repair, Per Fig A, B, C, or D, D-30; Per Linear Foot: ,. � � � Dollars and 2�,: Cents TOTAL AMOUNT BID *Type of Pipe Used � PVC DR-14: DIP Class 51: �� o u $ �s $,�31P �. �, � � � $�'� $ �� a Ci �' y' $ � $ s" �l N � n ��;c- G� � `%f� �'S �� Wj $y O� �0 L�J � UNIT IB: SANITARY SEWER REPLACEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL QNO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT o (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) � 1. 72 L.F. 6-Inch Sanitary Sewer Pipe *, 0 Ft. - 6 Ft. Trench Depth, D 24; Per Linear Foot: � , .�4.�,�.J �� Do��s $ .,x y ° � $ i � � � � U and .,,ti,� Cents � 2. 18 L.F. 6-Inch Sanitary Sewer Pipe *, 6 Ft. - 8 Ft. Trench Depth, D-24; Per Linear Foot: .�ti�.tic� D G O G � _ '' �� , � Dollars $ �S $ �S�i� and � Cents � 3. 55 L.F. 6-Inch Sanitary Sewer Pipe *, 8 Ft. - 10 Ft. Trench Depth, D-24; Per Lineaz Foot: D . oG �e..-,�.. ��( Dollars $ � (o $ / i�,32� � U and J.�,,,, Cents � 4. 598 L.F. 8-Inch Sanitary Sewer Pipe *, 0 Ft. - 6 Ft. Trench Depth, D-24; Per Linear Foot: � �U �U �,,.�,r,� �,,,,.� Dai��s $ � � $ / 5� 9So and Cents � 5. 2715 L.F. 8-Inch Sanitary Sewer Pipe *, 6 Ft. - 8 Ft. Trench Depth, D-24; Per Lineaz Fooi: a � °° . � � Dollars $ � � $ %DS9 Q o C.� and ,r�� Cents � 6. 450 L.F. 8-Inch Sanitary Sewer Pipe *, �'� 8 Ft. -10 Ft. Trench Depth, D-24; Per Lineaz Foot: � D ° �� ,,,., ,�" ��,,,u� Dollazs $ � ? $ %� J SC� and � �,�-r � Cents � ��J l�J 7. 235 L.F. 8-Inch Sanitary Sewer Pipe * 8. 18 L. 9. 48 L. 10. 25 L. 11. 30 L. , 10 Ft. -12 Ft. Trench Depth, D-24; Per Lineaz Foot: 5 �,.�� Dollars and .,�.rr� Cents F. 8-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, D-9; Per Linear Foot: �"' �S � �� • Dollars and „-,.r Cents F. 8-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-9; Per Lineaz Foot: `�t�1.,��".�"_ J o-�-c —� . � _ � D011ars and "�-L,� Cents F. 8-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-9; Per Linear Foot: 5 -�� ' � . �- Dollars and ��,� Cents F. 8-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-9; Per Linear F ot: � S ,,�e.�� Dollars 1 � and � , �� Cents 12. 23 EA. Standard 4-Foot Diameter Manhole to 6 feet depth D-18; Per Each: O� �'urn � � ,.,,,. ,l . o ,�.� Dollars and ��-�.c � Cents 13. 29 L.F. Additional Depth Over 6 Foot of Standard 4 Foot Diameter"Manhole; D-18; Linear Foot: ,P � Dollars and „�-z , Cents $ � �I o a 00 $ ,3 0 $ � S�"S'o � � e� G $ Syo c� G $ .�% �G $ �� $ �� oU $ 3� o 0 v � $ Q� G O U $ 99 0 $ �v�DO U $ �%loDo ° v � $ I�� °� $o?/GSv a a � � D � Q � � 0 Q � D � � D � � D 14. 1 15. 3 16. 23 17. 16 18. 100 19. 918 20. 1560 21. 180 LS Connect to Existing 6' Drop Connection Manhole D-49; Per Lump Sum: m�r �� , / Dollazs and �,-,s� Cents EA. Concrete Collar for Manhole Per Fig 121 D-18; Per Each: ,,�"uto -�,,.�.Y,c1 a � Dollazs and ,,,,� Cents EA. Watertight Manhole Inserts D-18; Per Each: �r,.P �(,�-e.c/ Dollazs and ,r�„ Cents EA. Remove Existing Sewer Manhole, D-18; Per Each: �,�t�(i w..�,-,.t1�n o /`� D0118I'S and � Cents EA. 4-Inch Sanitary Sewer Service Tap, D-19; Per Each: � �u�oG.� ..�.,�.c.�J,;�" 1�ollars and �,.,�r� Cents L.F. 4-Inch Sanitary Sewer Service Line Replacement, D-19; Per Linear Foot: .��__ Doii�s and ��) Cents L.F. 4=Inch Sanitary Sewer Service Line Replacement W/ SDR-26, D-9; Per Lineaz Foot: Dollazs and �c� Cents C.Y. Crushed Limestone, D-14; Per Cubic Yard: . ,�.,�,., Don�s and r,�c� Cents o C> � c $ /SD o $ ��o G �G $ �7S'O � G $ 7 S O o �i $ /oo $ �.�ao �v dd �G $ ��o $ 9�00 a U $ /�5 $ / �S'av ° � $ /� � G $v2a ° U $ �a oa $ /Gs � y U ° c �i $✓'/��U $ /�0 0 a� 22. 60 23. 60 24. 6426 25. 2 26. 157 27. 40 . 28. 6572 29. 4246 C.Y. Class'B' Concrete (2500#); Per Cubic Yard: �� .,c� Dollars an .�r.�> Cents C.Y. Class'E' Concrete (1500#); Per Cubic Yard: ,� , „<., Dollazs a� � ��, Cents L.F. Trench Safety System, D-17; Per Linear Foot: ��-�f Dollazs and in..r) Cents EA. Cut and Plug Existing Mains All Sizes, D-21; Per Each: c� ��f,,d--u-o cw-�-r�. Dollars atid �-v Cents L.F. Concrete Pavement on 227 Concrete Base, Fig. 1, D-15, D-16; Per Linear Foot: �� Dollars J �iru� Cents L.F. Min 2-Inch HMAC on 2:27 Concrete Base, Fig. 4, D-15, D-16; Per Linear Foot: ��' ' Dollars and a �-7,c � Cents L.F. 2-Inch Hot Mix Temporary Pavement Repair, Per Fig A, B, C, or D, D-30; Per Linear Foot: � � �tn� Doitars and �,� Q Cents L.F. Post-Construction Television Inspection of Sanitary Sewer Lines D-39; Per Linear Foot: �"ihn e v Dollars and �i � � Cents 00 g�,5� g� 70 0� v O G a r' $ y� $ � �ap oc� $ / d �% $ /j) 00 v $ �s " 00 $ 36� $ G �o p0 $ 3 o C� $ �`/�G � G $ � Obd U �' $ �� 3� U $ / ��d0 � $ 39 y3� �' � o C/ $l�?3`� 30. 6 VF Interior Protecfive Manhole Coating; Per Vertical Foot: � ) h c-.v,�) n P,(� �,� D0113iS p Ci o 0 and .-�-,.�,-, Cents $ �-S � $ /SOO _ ce ��i-� ��o�-� vU TOTAL AMOUNT BID-UNIT IB $ aZ-�1 �� * Type of Pipe Used: PVC Pipe (SDR-35, Per E1-25, 6- 15 inch) , PVC Pipe (PS-46, Per E 1-27, 6- 15 inch) PVC Pipe (Composite Pipe, Per E1-29, 8- 15 inch) � yl� PVC Pipe (Corrugated Pipe, Per E1-31, 6- 15 inch) �`- ��/,t�� TOTAL AMOUNT BID-UNIT IA $ c:: TOTAL AMOUNT BID-UNIT IB $ . �v � �� TOTAL AMOUNT BID-LTNIT I $ �l � ��.� v � � � � �`''� " -,'�� Contractor shall, if applicable, identify the pre-qualified sub-contractor who shall install' he water and/or sanitary sewer facilities. Pre-qualified sub-contractor for water and/or sanitary sewer installation. 0 Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract'Documents, for the faithful 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 agrees to pay not less than the "Prevailing Wage Rates" as established by the City of Fort Worth, Texas. 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. The Bidder agrees to begin construction within 10 calendar days aRer issue of the work order, and to complete the contract within 127 working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, aze not required to underbid resident bidders. ✓ B. T'he principal place of business of our company or our parent company or majority owner is in the State of Texas. O 0 Q a � � D � � � Q 0 � 0 a � Q � 0 I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1(Initials) Addendum No. 3(Initials) Addendum No. 2(Initials) Addendum No. 4(Initials) Respectfully submitted, � l,J,//�Q� TS�� l�� c �,�a CirG/� C� CO'�7 S T �� c�� BY.G�/.� � �S �� .��. Title/% ' / /-/'E S / �/ G n� Address !� O Qox y03a �' �. � _/, �� T,1� 7� / Y D Telephone: �/7 ,� 9� -/�l 3 (Seal) Cify of Fort Worth Minoriiy and Women Business Enterprise S ecifications � �' •D�PT OF 2�: � ;; �. m N H MBENVBE UTILIZATIQ� G � N E E?�, l N G/ C F�t M��a� � �� i�� /! I V' 1 �,(� f ,, JUL` �1 P(� �2 ? `? M' ME / BID DR'1�E �/� �i�/h.c/� � !�� d' c��' ��6lf.PI11.¢.�W' . f-�[d 5'3--D [,t� 53D / %SS£�jj )'"� S � IS7D.53017 y7�1% �C�� J �y �y � � PROJECT NUMBER GU./�' `� �7 'S M/WBE PROJECT GOAL: � ,7 '�% � � M/WBE PERCENTAGE ACHLEVED: ` !� � I r /� � • ure to complete., this �form, :in its entirety with supporting documentation, �and received by the Managing )epartment on,or�before S:OO.�p.m. five (5)�City.business days�after bid,opening,�ezciusive oi bid opening;date, will �it in�the bid being considered non-responsive to bid specifications. . � �� '� undersigned.bidder.agrees to ente� into�a formai agreement with ttie MBE and/or WBE firms for work listed in�this edule, �conditioned �pon �execution� of.a „coritract with the City of Fort Wo�tfi.� The intentional andlor knowing representation�of facts is grounds for consideration of disqualification and wiil result in�the bid being considered -responsive to specifications. i "�mpany Name, Contact Name, � ddress, and Telephone No. �� _o_.�.....�'ons�� 'l__ ��.t11_G.�� -�- ��.3 Certlfied � V OC F O � ~�2 � Y�� _�� 5 � 3 �s��P��,o�� d — a .�.1_I •__X � , j �i� 3 � Y � � Specify Ali Contracting Scope of Work (') �� Nu�, � �aYJdr i / Specify All Items to be Supplied(•) Sqn� I�v G � /JA_ L! dit.r �� n c� ATTACHMENT 1A Page 1 of 2 Dollar Amount 5�' �" //� !� (� �� /5 5�g8 �Es muat be located (n the 8(n[nea count� marlcetptace or cumently doln� business In the marketplace at the tlme of bld. alt areas In which MWBE's are to be utlltzed and/or ftems W be supplied: �omplete Itstlng of kems to be aupplled ks re9uired In order to receive cred(t toward the M/WBE goal. Identify each Tler level. � Tier. Meana the tevel of cubcorttracting below tfie p�lme contcactoNconsultant, l.e., a direct payment from the p�ime contractor to a subcontractor Ia considered 1" tier� a paymertt by a subcorttractor to tta supplier Is consldered 2"'tler. 'F� FORM MUST BE aECE1VED BY THE MANAGING DEPAR7MENT BY b:00 p.m.� FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING� EXCLUSIVE OF THE BID OPENING DATE � Rev. 61?J88 !� ATTACNMENT .� �j Page 2 of Ci of Fort Worth � � Minority and Women �usiness Enterprise Specifications :-c , . ..;� MBE/WBE UTILlZATION � �any Name, Contact Name, � aert�fled Speclfy AN Contracting � Speci A(I ltems to !�e D i �Y _ o !ar Amount . . �ddress,�and 7elephone No. U ��. � Scope of Work {*) SuAplied(") ,�:_ • 0 � �� . . � �� . . . ...... . . z ,., , . � � � u �--- .�-�--. _._._�� -- � �__,. �lder further agrees to provide, directly to the City upon request, complete and accurate information regarding il work perfortned by a(I subcontractors, mcluding MBE(s) and/or WBE(s) arrangements submitted with this bid. � der also agrees to aI(ow an audit and/or examination of any books, records and fi(es f�eid by their company I substantiate the actual work pe�formed by the MBE(sj and/or WBE(s) on this contract� by an authorized :r or employee of the City. Any intentional andlor knowing misrepreserttatiort of facts will be grounds for � �ting the contract or debarment from City work for a period of not less than three (3) years and for initiating nde'r Federal, State or Locai laws concerning false statements. Any failure to comply with this ordinance and � a material breach of contract may resutt in a determination of an irresponsible offeror and barred from �i ating in City work for a period of time not less than one (1) year. ^� ALL M n U BE CERTIFIED BY THE C1TY BEFORE CONTRACT WARD � r� � Q r v / �l . sc ��c ��z. ed Sign�ure , f� ' Printed Signature � � r-�'4.�(_ � l � � Contact Name and Title (if differentj � r�lr C� y N�e �. �--� � �d�h ��gte2ip Code u �c� n �i' r,�,G-�; �n �� _3a� �� /�� Telephone Number (s) ��-�9�- ��-3 Fax Number gi�-�9� /9s� Date � � �ORM MUST gE RECEtVEQ BY THE MANAGING DEPARTMENT BY 6:00 p.m., FIVE (5) CI7Y BUSINESS DAYS AFTER BtD •:� OPENING� EXCLUSIVE OF THE B(D OPENING OATE '��'�' .,.� , r. ' Rev. BITI�a .�,' � � � , �, � 1 1 PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Biddez General Conditions Special Conditione Specifications Bond Contzact Plans City City Council Ma yoz City irlanager City Attorney Director of Public wozks Director, City watez Department Enqineez Contractor Sureties The Wozk or Project workinq Day Calendar Day I.eqal Holiday Abbreviations Change Order Paved Stzeets and 1►lleys Unpaved 6treets and Alleya City Streeta Roadway Gravel Stzeet C1-1 C1-1 Cl-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 Cl-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) t4) (t) (4) (4) (4) I4) (4) (5) (6) (6) (6) (6) C6 ) (6) C2-2 INTERPRETATION AND PREPARATION OF PR�POSAL C2-2.1 Pzoposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examinatioo of Coatract Documents and Site C2-2.4 Submittinq of 8roposal C2-2.5 Rejection of Proposals C2-2.6 Sid Security (1) 1 C2-2 (1) C2-2 tl) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) � C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-�.l C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C�-4.7 CS-5 CS-5.1 CS-5.2 CS-5.3 CS-5.4 CS-5.5 CS-5.6 CS-5.7 CS-5.8 CS-5.9 CS-5.10 CS-5.11 CS-5.12 CS-5.13 cs-s.ia CS-5.15 CS-5.16 CS-5.17 CS-5.18 AWARD AND EXECDTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterpzise compliance Equal Employment Frovisions Withdrawal of Pzoposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beqinning work Insurance Contractor's Obliqations weekly Payroll Contractor'� Contract Administratioo Venue SCOPE OF f�OR1C Intent of Contract Documents Special Provicions Znczeased oz Deczease8 Quantities Alteration of Contract Documents Extra i�ork Schedule of Operations Progress Schedule� for Water and Sewer Plant Facilities corrrROL oF Nox� t►xD �►��,r�s Authozity of Enqineer Conformity Nith Plans Coordination of Contract Documeats Cooperation of Contractor Emergency and/or Rectificatioa work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Daanthorisad Substitute Materiala oz Bquipment Samples and Test� of Materials Storege of Materials � Existing Structures and Dtilities :nterruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection C2-2 c4) C2-2 ( 4 ) V�� C2-2 c4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) t2) (2) (2) (2) (4) (4) (4) (4) (7) I7) (7) �8) C4-� C4-4 C4 -4 C4-4 C4-4 C4-� C4-4 CS-5 CS-5 C5-5 CS-5 CS-5 CS-5 CS-5 C5-5 CS-5 Nork CS-5 CS-5 CS-5 CS-5 CS-5 C5-5 CS-5 CS-5 CS-5 �1) (1) (1) (2) (2) t3) (4) �1I tl) (2) (2) t3) (3) (3) ��) (5) (5) t5) t6) t6) (7) (7) (8) (8) (9) (2) a . _, .� � -, � � s+ .� � w �. w . w � . ., C5-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 Cb-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C%�%.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-�.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 CB-8.1 C8-8.2 I.EGAL RELATIONS AND PUBLIC RESPONSIBZLITY Laws to be Observed Permits and Licenses Patenteci Devices, Materials and Processes Sanitnry Provisions Public Safety and Convenience Pzivileges of Contractoz in Streets, Alleys, and Right-of-Way Railway Crossings Barzicades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Ensements Independent Contractor Contzactoz's Responsibility foz Damnge Claims Contzactor's Claim f oz Damages Adjustment of Relocation of Public Dtilities, etc. Temporary Sewer Drain Conneetions Arrangement and Charges of Water Furaished by City Use of a Se�tion of Portion of the Wozk� Contractor's Responsibility for Wozk No Waiver of Legal Rights Personal Liability of Publie Officials State Sales Tax PROSECOTION AND PROGRESS Subletting � Assignment of Contract Prosecution of the Wozk Limitation6 of Operatioas Charactez of Workman and Equipment work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Orcier Temporary Suspensicn Termination of Contract due to National Emergency Suspension of Abandonment of the work and Annulment of Contract Fulf illment of Contract Termination foz Convenience of the OnWer Safety Method6 and Practices i�ASIIREMENT AND PAYMENT Measurement of Quantities �nit Prices C6-6 (1) C6-6 (1 ) C6-6 (1) C6-6 (2) C6-6 (2) Cb-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) Cb-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 (11) (11) (11) (12) (12) (12) C%�% C7-7 C�-7 C7-7 C7-7 C7-7 C?-7 C7-7 C7-7 C7-7 C7-7 C%�i �1� tll (1) (2) (2) t3) (4) (4) (4) (5) (�6 ) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C6-8 tl) C8-8 tl) (3) C8-8.3 C8-8.4 C8-8.5 C8-8.6 C6-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Swa Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Finel Payment Adquacy of Desiqn � General Guaranty Subsidiary Wcrk Miscellaneous Placement of Material Record Documents C8-8 C8-8 C8-8 C8-8 C8-8 CB-8 CS-6 C8-B C8-8 C8-8 CB-8 (1) (1) (2) (3) (3) (3) (4) t4) (5) (5) (5) (4) r� 7 � � R � r`°'� SECTION Cl-1 DEFINITIONS �„ ' C1-1.1 DEFINITIONS OF TERMS: Whenevez in these Contract .� Documents the following terms or pronouns in place of them are � used, the intent and meaning 6ha11 be understood and �-�� interpzeted as follows: �' C1-1.2 �'�NTR.A,CT DOCUMENTS: The Contract Documents are all of � the wiit en and arawn documents, such a6 specifications, bonds, addenda, plans, etc., which govezA the tezms and ��' performance of tbe contract. These are contained in the General Contract Documents and the Special Coatract Documents. � R � � . PERMITS/EASEMENTS PART F - B�I�1DS PART G - CONTRACT 9 � PART C - GENERAL CONDITIONS C1-1 DEFINITIONS a. GENERAL CONTRACT DOCUMENTS: The Genezal Contract Documents govern all water Department Yzojects aed include the following itemts PART A- NOTICE TO BZDDERS (Sample) PART B - PROPOSAL (Sam�le'} PART C - GENERAL CONDZTI�NS (CITY) � (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS (Sample) (Sample) iqhite i�ihite Canary Yellow Brown Green El-i�Qhite E2-Golden Rod E2A-i4hite Slne %Phite Mhite b. SPECIAL CONTRACT DOCOMENTSs The Special Contract Doc�ment� aze prepared for each ipecifie project a� a 6upplement to tbe General Contract Documents and include the following items: PART A- NOTICE TO BZDDERS lAavertisement) Bame as above PART B - PROPOSAL tBid) PART C - GENERAL CONDITZONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART S- PLANS (�suallp bound eeparatelp) C1-1 (1) � � � C1-1.3 Nn�t E TO BIDDE S: All of the legal publications either actua�ly publishe �in public advertising mediums or f urnished direct to inte ested parties pertaining to the work contemplated under the C ntzact Documents constitutes the notice to bidders. I C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidd�z to pezfor� the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Biddez when it is off icially received by the Owner, has been publicly opeaea and reed an� not rejected by the Owner. C1-1.5 BIDDE�t :�ny person, persons, firm, partnership, company, associ�ation, corporation, acting directly or through a duly authorized representative, submitting a proposal foz perForminq the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GEpER1�y COND TIOtJ$ : The General Conditions are the usual construcfion aA� contract requirements vhicb govern the perf ormance of the Mork io that it Nill be carried on in accordance vrith the customazy procedure, the local statutes, and requizements of the City of Fort iiorth'a chartcr and promulqated ordinances. tvherever Condition� precedence tbere may be a conflict between the General and Special Conditions, the lattez shall take and shall govern. C1-1.7 SPECZ�iL CppDSTIONS: Special conditions are the specitic requiremeat8 which ere Aecessary f or the particular project covered by the Contract Documenta and not specifically eovered in the General Condition�. wben coasidered with the General Conditions and other elemeats of the Coatract Documenta they provfde the ioformatioA Mhicb the Contractor aad Ownez should have ia ordez to qain a thorouqh kaowledge of tbe project. C1-1.8 SPEC FI�ATIONS: The Specificatioas is that section oz part of the �ontract Documeats Mhich �et• f orth in detail the requirements vhich must be met by all materials, construction, vozkmaaship, equipment and servicea iA ordez to render a completed and useful projeet. i�henever reference is made to •tandard specification�, regulations, requirements, statutes, etc., such referred to documents ahall become a part of the Coatract Documents just as though they were embodied thereia. C1-1.9 BOND: The bond or bonds are the wzittea quarantee or �ecurity turnished by the Contractor for tbe 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) 9 c. Maintenance Bond (see paragraph C3-3.7) d. Pzoposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) � C1-1.10 CONTRACT: The Contzact is the fcrmal signed agzeement " betweea the Ownez and the Contractor covering the mutual . understanding of the two contracting parties about the project ' to be completed under the Contract Documents. C1-1.11 PLANS: The pla�ris are the drawings or reproductions �`' theretrom made by the Owner's representntive 6howing in detail r. the location, dimension and position of the various elemeats of the project, including buch pzofiles, typical � crose-sections, layout diagrams, working drawings, pzeliminary * drewings and such supplemental dzawings as the Oaner may issue � to clarify other drawings or for the purpose of showinq changes ia the wozk hereinafter autborized by the Ownet. The � plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract ti_� Documents just as thonqh they rrere bound therein. � C1-1.12 CITY: Tbe City of Fort Worth, Texas, a municipal j corporatioa, authozized and chartezed undez the Texas State Statutes, acting by and throuqh its govezninq body or its City i Manger, each of which is requized by charter to perform r� specific duties. Responsibilitp foz final enforcement of Contracts involving the City of Fort t�orth is by Chazter � vested in the City Managez. Tbe term� City and Ownez aze ,., syaonymous . C1-1.13 CITY COpNC�y: The duly elected and qualified governing body ot t6e City of Fort North, Tcxas. � C1-1.14 MAYOR: The officiallp elected Mayor, oz in his i absence, the Mayor Pro tem of the City of Fort iAorth, Texas. _. C1-1.15 CITY M�tJ��ER: The offieially appointea aad authozized ,� City Managez of e City of Fort Kortb, Tezas, or his duly � authozized representative. �� C1-1.16 CITY 1�T'�ORNEY: Tbe officially appointea City Attorney _ ot the City of Fort Worth, Texas, or hic duly authorized representative. � e � ..� � Cl-1 ( 3 ) � � �l 1�I C1-1.17 DIRE TQ� OF PUBLIC WORRS: The duly appointed official ct the City o� Fort Worth, referced to in the Charter as the City Engineer, or his duly authorized repzesentative. C1-1.18 DIRE��eR`l�yTWBterEDepaztment af the duly appointed Directcr of Ci ty of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 NGIN ER: The Director of Public Works, the Director cf the �ort �orth City Water Department�, or., theis c�ul authorized assistants, agents, engineers, inspectors, or supezinte�dents, acting wi_thin the scope of the particular duties entrusted to them. C1-1.2�1 �ANTRACTOR: The person, persons, partnership, compaay, tizm, associatioA, or corporation, entezing into a contract with the Owner for the execution of the work, acting directly ot tbrouqh a duly authorized repzeaentative. � $ub-contractor is a peraon, firm, corporation, or others under contract with tbe principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 $DRETIES: The Corporate bodies vhich are bound by such bonas are r�equired with aad for the Contractor. The sureties eegaged are to be fully responsible f or the entire and satisfactory fulfillment of the Contzact and f ot any and all requirement6 as eet forth in the Contract Documents an� approved chanqes therein. C1-1.22 THE WORl� OR PROJECT: Tbe completed work contemplated in and covered by the Contr�ct DocumentQ, including but not limited to the f urnishing of all laboz, materials, tools, equipment, and incidentals aecessary to produce a completed and serviceable project. C1-1.23 wORKIN� DAY: 1► working day is �define� as a calendar day, not includ ng Sriturdays, Sundays, and legal holidays, in Which the weather or othez conditions not undez the control of the Contractor permit the perfozmance of the principal unit of work for a period of not less thaa seven (7) hourt bEtween 7:00 a.m. and 6:00 p.m., witb exceptionB as permitted io paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendaz day i� any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be obBerved as prescribed by the City Council of the City of Fort Worth f or observance by City employees as follows: Cl-1 ( � ) �� 1. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. Ring, Jr. Birthday. Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thuzsday in November Fourth Friday in November � December 25 � �a � When one of the above named holidays oz 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 wozking on working day operations. Employees wozking calendar day operations will considez the calendar "" holiday as the holiday. � w * w � ■ ,�� r.. ■ r C1-1.26 ABBREVIA IO S: iPhezever the abbzeviations defined herein appear in �on�ract Documents, tbe intent aad aeaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Off icials AS CE - American Society of Civil CFB - Cubic Foot pez Engineers Second LAW - In Accordance With ASTM - American Society of Mia. - trliAimum Testing Materials !lono.- Monolithic AWWA - American Water works ! - Pezcentum Associatioa R - Radius ASA - Amezican Standazds Asaociation I.D. - Zatide Diametez HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahzenheit Blvd. - Boulevard C - Centiqra�e CI - Cast Iron Ia. - Inch CL - Center Line tt. - Foot GI - Galvanized Iron St. - Street Lin. - Lineaz or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Squaze Yard Max. - [rfaximum L.F. - Lineaz Foot D.S. - Ductile Izon C1-1 (5) C?-1.27 CAANGE ORDER: A"Change Order" is a written S�pplemental agreement �etween the Owner and the Contractoz covezing some added or deducted item or feature which may be found necessary and which was not specifically included in the acope of the project on which bids were submitted. Increase in unit quantities stated fn the pr.oposal are not the subject matter of a Change Order unless the inczeese or decrease is more than 25i of the amount of the particular item or items in tAe original proposal. All •Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C 1-1. 2 8 p`1 ,p S REETS AND ALLEYS : shall be �e�ine� as a street oz following types of vearing surfac unimproved surfaces A pave8 street or alley alley havinq one of the :� applie� over the natural 1. �iny type of asphaltic coacrete Mith oz vitbout separate ba8e material. 2. Aay type of a6phalt suzface treatment, not ineluding an oiled surface, �itb�or witbout sepazate base matezial. 3. Brick, with oz without separate base material. 4. Concrete, v�ith or without eeparate baee material. 5. riny combination of the above. C1-1.29 IINPAVED STRE�TS OR ALLEYS: �in unpaved street, alley, roadway oz other sur ace is any area except those defined above for "Paved Streets and Alleys.• C1-1.30 CITY S��EETSs 7� city �tzeet is defiaed as that area between the rig -of-vay lines as tbe street is dedicated. C1-1.31 ROADwAY: Tbe roadvay is defined as the araa between parallel lines two (2') feet back of the curb lines or four (4') f eet back of the average edge of pavement Mhere no curb exists. C1-1.32 GRAVEL ST�T: 7� gravel stzeet is any unpaved street to whiCh ha6 been a ded one or more applicntion4 of gravel or •imilar material othez than the natuzal material found on the street surface before any improvement Mas made. C1-1 (6) ;� _. w SECTION C - GENERAL C�NDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL .,� SECTION C�Z-� �NTERPRETATION AND PREPARATION �F PROPOSAL � ,� C2-2.1 PROPOSAL FORM: The Ownez will furnish bidders with � proposal form, which�will contain an itemized list of the `' items of work to be done or materials tc be f urnished and upon ` which bid pzices are zequested. The Proposal form will state _ the Biddez's general understanding of the pzoject to be •� completed, provide a space foz fuznishing the amount cf bid -' security, and state the basis for entezing into a formal contract. The Ownez will furnish forms foz the Bidder's ,�" "Experience Recozd," "Equipment Schedule,' and "Financial � Statement,• all of which must be propezly executed and filed with tbe Director of the City Water Department one Neek pzioz � to the houz for ovenina of bids. � The financial statement zequized shall have been prepare8 by an independent certified public accountant or an independent ,�" public accountant holding a valid permit issued bp an appropriate atate licensing agency, and ahall have been so prepared as to reflect the curreat financial status. Tbis - statement must be current and not more than oae (1) year old. � In the case that a bidding date falls within tbe time a neM statement is beinq prepared, the previous statement 8ha11 be �„ updated by propez verificatioa. Ziquid assets in the amount � of ten t108) percent of the estimated project cost �vill be .�� required. � For an expezience record to be coasidered to be acceptable for � a given project, it must reflect tbe experience of the firm seeking qualification in work of both the same nature and -� magnituae as that of tbe project for whicb bid� aze to be M zeceived, and sucb expezience must have been on projects "' completed not more thaa five (5) years prioz to the date on , which are to be received. Tbe Dizector of the i�atez .� department shall be sole judge as to the acceptability of •�- expezience for qualification to bid oo any Fort i�ortb watez � Department pzoject. The pzospective biddez shall schedule tbe equipment he has available f or the project and state that he will rent 6uch additional equipment as may be required to complete the project on which he submits a bid. � C2-2.2 INT�RPgET�T19N OF gIIANTITIES: The quantities of �ozk •. and materia s to furnished as may be listed in the propoaal w� . .- C2-2i1) � -, � s � forms or other parts cf the Contract Do � considered as approximate only and will bemused fozlthe Purpose of comparing bids on a uniform basis. Payment will be � niade to the Contractor foz only the �ctual quantities of wozk performed or materials furnished in strict accordance with the Ccntract Documents and Plans. The quantities of work to be pezformed and materials to be furnished may be increased or � decreased as hereinaftez provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. �" CZ-2 • 3 r,X T�1A,TI�N OF r.n , CT DOCUME�'�'S AND SSTE OF �ROJE�'�' Bidders are�advised that�t�ontract bocuments on file wi��b the Owner shall constitute all of the information which the Owner will furnish. Ail additional infozmation and data which t he owner will supply after promulgation of the formal contract documents shall be issued in the f orm of wzitten addenda a�d shall become part of the Contract Documents just as though such addenda were actually written into the oziqinal Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means a8 may be necessary to gain a complete knowledge of the conditions whic6 will be encountered during the construction of tbe project. They must judge for themselves the difficultie� of the wozk and all attendinq eircumstances affectiag the cost of doing the vork or the time requi;e8 f or i ts comple tion, and obtain all informatio� required to make an intelligeat proposal. No information given by tbe Owner or any representative of the OWner other than that contaieed in the Contract Document� and offieially promulgated addenda thereto, chall be binding upon the Ovner. Bidders �ball rely exclusively and solely upoA theiz own estimates, investigation, reseazch, tests, explorations, and other data which are necessary for full and complete iAformation upoa which the proposal is to be based. It is mutually aqreed that the submission of a proposal ie prima-f acie evidence that the bidder has made the investigations, examination� and�tests herein required. Claims for additional compengation due to vaziations between conditioas actually encountered in construction and as indicated in the Contract Documents Nill not be allowed. The logs of Soil Borings, if any, showing oA the plans are for general information only and may not be correct. Neither the C2-2t2) � l.l � � r � Owner nor the Engineer guaraatee that the data shown is ;" representative of conditions ahich actually exist. � C2-2.4 SUBM� TING OF PROPOSAL: The Bidder shall submit his ►� Prcposal on t�e form furnisDed 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, foz which he .�' proposes to do the work contemplated or furnishe the matezials � required. All such prices shall be written legibly. In case of discrepancy between the pzice written in wozds and the � price written in numerals, the price most advantageous to the � City shall govern. � If a proposal ia submitted by an individudl, his oz hez naa�e * must be signed by him fher) oz hi� (her) duly authorized agent. If a pzcposal is enbmitted by a firm, association, or partnership, the name and addresb of each member must be .J 9�oen, and the pzoposal must be signed by a member of the � firm, associaticA, oz partnership, oz by a person duly authozized. If a pzoposal is submitted by a company oz � �corporation, the company or corpozate name and business � address must be qiven, and the proposal siqned by aa offieial � or duly authorised ageAt. Tbe corpozate seal must be aff ixed. Power of Attorney authorizing agento oz others to sign . proposal must be propezlp certified and muet be fn Mriting and - submitted with the proposal. `� C2-2.5 REJECTIQN OF PgOPOSAI,S: Proposale may be rejected if '� tbey show any al�erat��on ot N�rds or fiquzes, additions aot called foz, conditional or uncalled for alteraate bids, , incomplete bids, erasuzes, or izregulazities of any kiAd, oz - contain unbalance valne of any items. Pzoposal tendered oz delivered af ter the official time designated for receipt of proposal shall be returaed to tbe Biddez unopened. C2-2.6 BID S CVRITY: po pzoposal �►ill be coasidered unleas it is accompanie� by a•Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" aad the � "Pzoposal." The Bid Secnzity is required by the Ownez as evidence of qood faith DA the part of the Bidder, and by way •.� of a guaranty that if aWarded the contract, the Biddez Nill �" within the require8 time execute a formal contract and furnisb ^ the require� performance and other bonda. Tbe bid securitp of , the three lowest bidders will be retained until the contract . is awarded oz other disposition is made thezeof. Tbe bid secuzity of all othez bid8ers may be retnrned promptly after ` the canvass of bids. � � C2-2(3) � C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considezed unless it is aelivered, accompanied by its proper Bid Security, to the City Manager or his representative in the officinl place of business as set forth in the "Notice to Bidders.• It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The meze f act that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each pzoposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name oz description of the project as designated in the "Notice to Bidders." Tbe envelope shall be addressed to the City Manager, City Sall, Fort Worth, Texas. C2-2.�� WSTi3DRAWING PRO OSALS: Proposals actually filed with the C ty irlaaager canno� � withdrawn prioz to the time �tt f oz opening proposals. 11 zequest for non-consideration of a proposal must be made in wziting, a�dressed to the City Managez, and filed with him prioz to the time oet for the opening of proposals. Af tez all proposals not requested f or non-consiaezation are opened and publicly rea8 aloud, the pzoposals foz vhich noa-consi�eration requesti bave been pzopezly f iled m�a ►, at the option of the Ownez, be returned unopened. C2-2.9 ELEGRAPHIC MODZ ICATION OF PROPOS��LSs Any bidder may moa�ry t,�s proposal by te� eqraphic communication at any time prior to the time set for opeainq propocals, provided sucb telegraphic communicatioa is received by the City Manager prioz to the said proposal openinq time, and provided further, tbat the Citp Manager i� satisfied tbat a Mritten and duly authenticated conf irmation of such telegraphic communication over tbe signature of tbe bidder wa� mailed prior to the proposal opening time. If sucb confirmation is Aot received within forty-eight �48) bours after tbe proposal opening time, no further consideration �ill be given to tbe pzopoeal. C2-2.10 POBLIC OP NG OF P OPOS7� Pzopo�ala which bave beea properly tiled aA�or Mhic� no �oa-consideration Request" has been received will be publicly opened and read aloud by the City Manager oz his authozize3 zepresentative at tbe time and place indicated in the •Notice to Bidderc.• l�il.l proposal� which have been opened and read will zemain oo file Kith the Owner until the contract has been aNarded. Bidder� or their authorized zepzesentatives are invited to be preseat f or the opening of bids. C2-2.11 IRRE�tTI�AR �R��OSALSa Proposals ahall be considered as being "Irregu ar i ey sbow aay omiBsioos, altezations of form, additions, or conditions not called for, unauthorized alternate bids, or irregulazities of any kiad. Bowever, the C2-2(4) �, Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of �� the City. Tendering a proposal after the closing hour is an ., irregularity which cannot be waived. �r`" �2-2.12 DIS�UALIFICATION OF BIDDERS: Bidders may be disqualified and theiz proposals not con�idered for any of, but not limited to, the iollowing reason: �� a. Reasons for believing that collusion exists among ' bidders. b. Reasonable grounds for believing that nny biddez is �� interested in more than one proposal for wozk contemplated. c. The biddez being interested in any litiqation q' against the Owner oz where the Owner mny have a claim against or be engaged in litigation against the biddez. d. The bidder being in arrears on any existiag coatzact � oz having defaulted on a previous contract. - e. The biddez having performed a prioz contract in an unsatisfactory mannez. � 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. Dncompleted wozk which, in the judgment of the Owner, vill pzevent or hinder the prompt completion of additional work if awarded. h. The biddez not filing with the Owner, one week in � advance of the hour of the opening of pzoposals the � followinq: M� l. 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 aature similar to the one under considezation, Nhich 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 Engineez, is disqualified under the requizements stated herein, shall be 8et aside and not opened. . � � � � t C2-2(5) � � � . PART C - GENERAI, CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD ANfJ EX�'CUTION OF DOCUMENTS,: `w C3-3.1 CONSIDE�tATION OF PROPOSALS: After proposals have been .� opened and read aloud, the proposals will be tabulated oa the basis of the quoted prices, the quantities shown in the �, proposal, and the application of such formulas oz othez w methods of bringiag 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 �.� pzices quoted and the estimnted quantities plus any lump sum ' items and such other quoted amounts as may entez into the cost � of the completea project will be considered as the amount of � the bid. � �,, Dntil the award of the contract i6 made by the Ownez, the . right vill be teaerved to reject any oz all ptoposals and �„ waive technicalities, to re-a�vertise for neM proposala, oz to proceed with the work in any manner as maybe considered f or _° the best interest of the Owner. w. ENTERPRI�I CO �3�CESI�o tractozpaqree6 �t Ep ov de �os�wner, � upon reques , complete and accusate informatioc reqarding r-- actual work performed by a Minority Business Enterprise IMBE) � and or a a Woman-opned 8usiness Enterpzise i%PHE) on the „ contract and the payment therefor. Contzactor further agzees, � upoa zequest by Owner, to a11oW and andit and/cr an examination of any books, zecords, oz files in the possession � of Contractor that will anbstantiate the actual �+ork performed � by the MBE or wHE. Any matezial miszepresentaLion of any " na ture will be grounds for termination of the contract and for � initiating any actfon nnder appropriate f ederal, state or � local laws and ordir�ances zelating to false statements; +�^ furthez, any sucb miszepresentation may be qrounds foz '`„ disqualification of Conttactor at Owner's discretion for ., bidding on future Contracts Mith the Owner ior a period of n:., time of not less than siz (6) months. , : C 3- 3. 3 E�UAL EMPI,��E� PROVI SION� s The Contractoz shall Comply wit Current i y rdinance pro ibiting di�crimination ia employment practices. C3-3 (1) �. , �- i� 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 Officez who will refer any qualified applicant he may have on f ile in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 W,j THDRAWAL OF PRO OSALS: Aftez a proposal has been read by the Owner it canno� be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3`, AWA OF CONTRACT: The Ownez reserves the right to withhol ina� action on the proposals for a reasonable time not to exceed forty-five (45) days after the date of opening proposals, and in no event will ao award be made until after i�vestigations have been made a� to the responsibility of t6e proposed awardee... The awar� af the contract, if an award ia made, will be to the lowest and best resDonsible bidder. The award of the contract shall not become effective nntil tbe O�vner has notified the Coatractor in aritinq of such award. C3-3.6 RE�IIRN OF PROP�S�I, �CpRITIES: �is sooa as proposed price to�a s i�ave been etez ned for comparison of bids, the Owner may, at its diaczetion, retnrn the proposal security whicb accompanied the propoQals �rhicb, ia it� judgment, would aot be con6iclered for tbe award. 1111 other proposal securities, usually tbo8e of tbe three lowest bidders, will be retained by the Owner antil tbe required contract has been executed and boad furAished or the Owaez has otherwise disposed of the bids, after vhich they Mill be returned by tbe City Secretary. C3-3.7 BONDS: With the esecutioo aad delivery of the Contract Documents, the Contractor c6a11 furnisb to, and file witb the Owner in the amounts hereia required, the followiag bonda: a. PERFORMANCE BOND: 1� good and sufficient pertozmance boad in�an amount not less than 100 percent of the amount of the contract, as evi�enced by the proposal tabnlation or otherwi�e, guaranteeing the full and faitbful execution of the work and perf ormance of the coatract, and f or the protection of the Owner and all other persons against damage by reason of aegligence of the Contractor, or improper execution of the work or the use of inferior materials. Thi6 performance C3-3 (2) bond shall gunrantee the payment for all laboz, �; materials, equipment, supplies, and services used ' in the construction of tne work, and shall zemain �.- in full force and effect until provisions as above stipulated a=e accomplished and final payment is ,' made on the project by the City. b. MAINTENANCE BOND: A goo8 and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by tbe proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guazanty which is set forth in paragraph C8-8.10. a� � e. PAYMENT BOND: A.good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contzact, as evidenced by the pzoposal tabulation or otherwise, guaranteeing the pzompt, full and faithful pnyment of all claimaats as defined in Article 5160, Revise� Civfl Statutes of Texas, 1925, as amendea by 8ouse Hill 344 Acts 56tb Legislature, Regular Sessioa, 1959, effective Apzil 27, 1959, and/oz the latest.version tbereof, supplying laboz and mnterials in the pzosecution of the Work provi8ed for in the conttact being constructed under these specifications. Payment Bonc3 shall remain in force until all paymentb as above stipulate� are made. d. OTHER BO DS: Such othez bonds as may be zequired by these �ontract Documents shall be furnished by the Contractor. �� [�J r. N o sureties will be accepted by the Owner vhieh are at the time in default or delinqueat on any bonds oz Mhicb az.e interested in any litigation aqainst tbe oNnez. All bonds shall be made on the forms furnished by the Owner aad shall be executed by an apprcved surety company doing busioess in the City of Fort worth, Texns, and Nhicb fs acceptable to the ownez. In order to be acceptable, the name of tbe surety shall be include8 on the cuzrent D.S. Treasurp list of acceptable sureties, and the amount of boad wzitten by any one acceptable company shall not exceed the anouat shown on the Treasury list for that company. Eacb bond ehall be propezly executed by botb the Contractor anS Surety Compaay. ^ Should any 8urety on the �, at any time by the Owner. � to that effect and the � contract be �etermined unsatisfactory notice �ill be given tbe Contractor Contzactor shall immediatelp proviae 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 requized, have qualified and have been accepted by the Owner. The contract shall not be operative noz will any payments be due or paid until approval of the bonds by the Owner. C3-3 .@ EX£ CT)TION OF CONTRACT: Within ten (10 ) days after the Owner has b ' y appropziate resol�ution, or otherwise, awarded the contract, the Contractor shall execute a�d file with the Owner tbe 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 oz City Manager. C3-3.9 AILIIRE Tf� EXECOTE Oj� TRACT= The failure of the Awardee �o execute the require� boad or boAd� or to sign the required contract withia ten t10) days after the contract is awarded shall be considered by tbe Owner as an abandonment of his proposal, and the Owaer may annul the �ward. By reason of the uncertainty of the market p=icec of material a�d labor, and it being impractieable and difficult to accurately determine the amount of damage� occurinq to the Ovnez by reason of said awardee's failuze to execute said bonds and contract within tea t10) day�, tbe propo�al �ecurity accompanying the proposal ahall be tbe agreed amount of damages which Owner will suffer by rea�oo of sucb failure on the part of the Awazdee and �hall thezeupoa immediately be f orf ei ted to the Oaner . The f ilinq of a proposal will be coasidered as ao acceptance of this provision by the Bidder. C3-3.10 �EGINN NG wOR1Cs The Cootractor �hall not commence work unt 1 au��orized�ia Mritiag to do �o by tbe Ownez. Sbould the Contraetor fail to commence `►ozk at tbe cite of the project within the time atipulated in tbe Mrittea a u t hor i z a t i on u s uallp termed the `ivork Ordez' or "Pzoceed �rder", it is agreed that tbe Surety Company Mfll, �ithin tea (10) days after the commencement date set fortb in �uch wzitten authorization, commence ihe pbysical execution of the :ontract. :3-3.11 INSIIRANCE: Tbe Contractor ohall not commence work inder this contract until he ha6 obtained all the in�urance -equired under the Coatract Documents, and such in�urance 6as �een approved by the Owner. The pzime Contractoz shall be -esponsible for deliveriAq to the ONner the sub-contractors' C3-3 (4) certificate of insuzance for appreval. The prime contractor shall indicate on the certificate of insuzance included in the � documents for execution whethez 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. C�MP NSATION INSURANCE: The Contractor 6ha11 main�sin, duzing the life of this contZact, Workers' Compensation Insurance on all of his employees to be engaged in work on the project under this contrnct, and for all sub-contractors. In case any class of employees engaged in hazardous wozk on the project under this contract is not protected under the Wozkers' Compeasation Statute, the Contzactor shall provide adequate employer's general liability insuzance f or the protection of such of his employees not so protected. . b. �Ot�PRE�ENS �V� GENERAL I.IABILITY IN�II�ANCE s The ontzac or s a 1 procure and shall ma n ain during the life of this conttact Contz.actor'6 Comprehensive General I.iability Insurance (Public Liability and Pzopezty Damage Insurance) in an amonnt not less than 5500,000 covering each occuzrence on account of bodily iajuzy,.including death, and in an amonnt not less than 5500,000 covering each occurrence on account of property damage with 52,000,000 umbrella policy conerage. � c. ADDITIONAI, I.IABILITYs The Contractor 6hall � turnish insurance as��eparate policies or by additioaal endozsement tc one of the above-meationed policies, and in the amount as set � f orth f or public liability and property damage, tbe followinq insuraace: wI l. Coatingent I,iability (covers :Gene�zal Contzactoz's I,iability for acts of � sub-contractors). 2. Blastiaq, pzior•to any blastiag being:done. 3. Collapse of buildfngs or structures adjacent �, to excavntioa (if exeav tions are to be ..., � nerformed a8iacent to same �. 4. Damage to nnderqround ntilities for� 5500,000. � iY C3-3 (5) lJ S. 6. Buildez's risk (where above-c�on,nd structures are involved). Contractual Liability (covers all indemnification requirements of Contract). . d. ADTOMOBILE INSURANCF -,BnDILY INJURY AND Pi�OP��'Y DAMAGE: The Contractor shall�p— r- cure and main a�n, duri�q the life of thi6 Contract, Comprehensive Automobile I.iability insuzance in an amount not less than S250,000 for injuzies iacluding accidental death to any one person and subject to the same limit for each persoa an amount not less than 5500,000 oa accouot of one accident, and automobile pzoperty damage insurance in an amount not less than S100,000. e. BCOPE OF INSDRANCE A1JD SPECIAL BAZARD: The insurance reguired undez the above paragrapb� ehall pzovide aaequate protectioa for the Contractor and bis eub-contractor�, respectivelp, against damage claimc Nhich may ari�e from operatioas under this coatract, �hether sucb operations be by the it��ured or by anyone dizectlp oz indizectlp employed by him, an� also aqainst any of the followiag special hazards which may be encountered in tDe performance of the Contract. f. PROOF OF CARRIAGE OF IN$FRANCEs Tbe Contracto= shall furni�h the Owner �r,th satisfactozy proof of coverage by iasurance reqnired ia these Contract Documente in amouat� and by carriers satisf actory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-coatractor, should the Prime CoAtractor'a insurance not covez tbe sub-contractor's r►ork operations. g. LOCAL AGENT FOR I�SDRANCE I�ND Bp�TpIN�s The insurance and bond �g companies Mitb v om the C ontractor'i insuraace aod pezformance, payment, maintenance and all sucb other boade are rritten shall be represented by an agent or aqents haviaq an office located �ithin the city limit� of tbe C3-3 �6) '�, City of Fort Worth, Tazrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have - suthority and powez to act an behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, sny claims that the City of Fort Worth or . othez claimant oz any property owner who has been damaged, may have against the Contzactor, . insuzance, and/or bonding company. If the local - insurance representative is not so empowered by the insurance oz bonding companies, then such authority mu6t be vested in a local agent or claims officez _ residing in the Metroplex, the Fort worth-Dallas area. The nan►e of the agent or agents shall be set forth on all of such bonds and ceztificates of insurance. C3-3.12 CONTgACTOR'S OSLIGATIONS: Under the Contract, the Contractor sha�l pay foz nll matezials, labor and services when due. C3-3.13 WEERLY PJ� YROLI.: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to tbe Owner's representative within seven (7) days af tez the close of each payroll period. A copy or copies of the applicable minimum wage rates as set fortb in the Contract Documents s hall be kept posted in a conspicuous place at the site of the project at all times �uzinq the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protecticn of the waqe rates shall be the responsibility of tbe Contzactoz. C3-3.14 CONTRACTOR'S CONTRACT ADMI�ISTR�T�ON: Ar�y Contractor, whether a p�rson, persons, par nershio, company, firm, association, corporation oz other who is approvec� to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, oz assiqn this office (or he may delegate his Ptoject Superintendent) witb full authozity to transact all business actions reqaize8 in the Qerformance of the Contract. This local author.ity shall be made zesponsible to act foz the Contractor in all matters pertaining to the work govezned by the Contract whethez it be sdministrative or otherwise and as snch shall be empowered, thus delegated anc dir�cted, to seitle all material, labor or other expenditures, all claims against the work or any other �� C3-3 t7) � matter associated such as maintaining adequate and appzopriate insuzance or secuzity coverage for the project. Such local authority for administrntion of the work under the Contract shall be maintained until all business transactions executed as part of the C�ntract are complete. Shoul� the Contractor's principal bas� of operntions 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 appzopriately signed and sealed, as applicable, by the Contractoz's responsible officers pith the understanding that this written assiqnment of authority to a local representative shall become part of the project Contract a8 though bound directly into the project documents. The intent of these requirements fs that all matters associated with the Contractoz'� administration, whether it be oriented in furthering the work, oz other, be governed direct by local authozity. Thia same requirement is imposed on insuraace and surety conerage. Should the Contractor'a local representative Fail to perform to the satisfaction of Engineer, the Engineer, at his sole discretion, may demaad that such local representative be replaced and the Engineer may, at his sole diecretion, stop all Mork until a new local anthority satisfactory to the Enqineer is assiqned. No credit of working time will be foz peziods in Mhich Mozk stoppages are in effect for this reason. C3-3.15 VENIIE: Venne of anp action hereinnnder ahall be exclusively in �Tarrant County, Texas. C3-3 (8) ,.�- PART C - GENERAL CONDITIONS C4-4 SC�PE OF WORR SECTION C4-4 SCOPE OF WORR C4-4.1 INTENT OF CONTRACT DO UMENTS: It is the definite intention of these Contract �ocuments to provide for a complete, useful project which the Contzactor undertakes to ccnstruct oz futnish, all in full compliance with the requirements and ir,tent of the Contract Documents. It is definitely understood that the Contractoz shall do all wozk as provided f or in the Contzact Documents, shall do all extra or special Work as may be considered by the Ownez as necessary to complete the project in a satisfactory an� acceptable manner. The Contractor shall, unless otherwise speciffcally stated ie these Contract Documents, furnish all labor, tools, materials, machinery, equipment, apecial services, and incidentals necessary to the prosecution end completion of the project. C4-4.2 SPEC�Ay PROVISIONS: Should any work or conditions which are no �.horouqhly ana satisfactozily stfpulated oz covered by General or Special Conditions of these Contract Documents be anticipnteii� a� sbould there be any additional proposed Work whic6 is Aot covezed by these Contract Documents, then •6pecial pzovisions• covezing all such work will be prepazed by the Opnez previous to the time of receiving bids or pzoposals �foz such work ana furnished to the Biddez in the form of Addenda. All such "Special Provisions" shall be considezed to be a part of the Contract Documents just as though they were ori�inally written therein. ' C4-4.3 IN REASED OR DECR �p �IIANT IES: Tbe Owner reserves !�' the right �o altez the quan�ties oi� ��e work to be perf ozmed , or to extend oz shorten th� improvements at any time when and � as founi9 to be necessarp, aad the Contractoz shall perf orm the ^�� work as altered, increased oz decreased at the unit prices. �„ Such inczeased or �ecreased quantity ahall Aot be more than 25 � percent of the contemplate�3 quantity of such item or items. When such changes increase ar decrease the original quantity � of any item or items of wdrk to be done or materials to be � furnished by the 25 percent br more, then either party to the � c ontract shall npon �rit�en request to tbe other party be entitled to a revised censi eration upon that portion of the � work above or belop the 25'percent of the original quantity � stated in the proposal= such zevised consideration to be � determined by special agreement or as hereinafter provided for "Extra work." No allowance �vill be made f or any changes in � anticipated profits nor shnll such changes be considered as � C4-4 (1) , r � waiving or invalidating any conditions oz provi�ions of the ' Contract Documents. Variations in quantities of sanitary sewet pipes in depth � categories, shall be interprsted herein as applying to the overall quantities oz sanitary sewez pipe in each pipe size, � but not to the various depth categories. C4-4.4 A.T,TF�t,A,TION OF ��N�ACT DOCD�T�: By Change Ozder, the Owner reBerves the zig f.o make such c ange� in the Contrac� Documents and in the character or quantities of the work as may be necessary or desirable to insuze completion in the most satisfactory manner, provided sueh changes do not materially alter the oziginal Contract Documents or change the general nature of the project as a whole. Such changes shall not be consideze� a� waiving or invalidating any conditioa or provision of the Contract Documents. C4-4.5 EXTRA wOR1Cz Additional Mork ma�e necessary by changes and alterations ot�the Contzact Documents oc of quantities oz for othez reasons for vhich no prices are provided i� the Contract Documents, shall be define� as •Extra work" and sball be perf ormed by the Contractor io accordance with these Contract Document� or approved additions tberetof provided, however, tbat before any extra aozk is begun a•Change Order" Bhall be executed oz written order issue8 by the Owner to do t he work f or payments or credits as shall be determined by one or more cembination of the following methodss a. b. Dnit bid price previously approved. An aqreed lueop sum. c. The actual reasonable co�t of �l) labor, (2) zental of equipment used on tbe extra work for the time so used at Associated Ge�eral Contractor� of Amezica curzent equipment rental rates= �3) materials entezinq 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 a3reed upon but Aot to exceed 10! of the actual cost of such extra work. The f ized fee is not to include any additional profit to the Contractor for rental of equipment owne8 by him and used for the extra work. The fee eball be full and complete compensatioa to covez the co�t of superinteoden.ce, overhead, other profit, genetal and all other expense not i�cluded in (1), (2), l3), and (4) above. The Contractor shall keep accurate cost records oa the form and in the �nethod C4-4 t 2 ) � � suggzsted by Lhe Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra �1ork. � �, N o"Change Ozder" shall become effective until it has been approved and signed by each of the Contracting parties. N o claim for Extra Work of any kiad will be allowed unless ordered in writing by the Owner. In case any orders oz instructions, either oral or written, appenr to the Contractor to involve Extra Wozk foz which he should receive compensation, he shall make wzitten request to the Engineer ior written orders suthorizing such Extre Work, pzioz to beginning such work. Should a diffezence arise as to what does or does not constitnte Extra Wozk, or as to the payment thereof, and the Engineer insists upon its performance, the Contractoz shall proceed with the work after making writLen zequest foz wsitten orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). �laims for extra work will not be�paid unless the Contractor shall file his claim with the Ownez within five (5) days before the time for makieg the first estimat� �after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls coveziDg all labor and matezials expended upon the said Extra Work. _ The Centzactor.shall furnish the Owner such installation ■� records of all deviations from the original Contract Documents - as may be necessary to enable the Owner to preparE for permanent record a correctea set of �lans sbowing the actual �' installetion. ■ ■ �, � ■ ■ .., . ■ � The compensation agreed upon for 'extra work' whether ot not iniitiated by a•change order' shall be a f ull, complete an� final payment for all costs Contractor incurs as a result or relating to the change oz extra Work, whether said costs are knewn, unknown, foreseen or unforeseea at that time, iacludi�g without limitation, any costs for delay, extende8 overhead, ripple or impact cost, or a�y other effect on change8 or unchanged wozk as a result or the change oz extra work. C4-4.6 SCHEDO�E OF OPERATIONS: Before commencinq any work under this con ract, the Contcactor shall submft to the Ownar and receive the Ownez's approval thereof, a"Schedule of Operations," showing by a straight line method the date �f c ommencing and finishing each of the major elements of the contract. There shall be also shoWn the estimated monthly cost of work for which estimates ar� to be expected. Thern �4-4 (3) shall be presented alse a composite graph showing the anticipated progzess of construction with the time being :lotted horizontally and the percentage of com�letion plotted �ertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Ownez. C4-4.7 pRArp�� SCHEDDLES ��R �tATTER�A;ND SEW�R PLANT FACILITIEsi Wit in ten (10) ays pzior to su�mission of� t'irst mon�hly pzogress �ayment, the Contraetor shall prepare and submit to the Owner for approval six copies of the sche8ule in which the Contractor proposes to carry on the work, the date of which he will start the sevezal major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The scbedule shall be in the form of a time schedule Critical Path Methoa fCPM) network diagzam. As the wozk progresses, the Contractor shall enter on the diagram the actual proqress at the end of each partial payment period or at such intervals as dizected by the Enqineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Eoqineez. Three copies of the updated schedule shall be delivered at such iatervals 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 specificatio�s. pzioz to the fiaal draftiag of the detailed construction schedule, the Contractor shall review the draft schedule with the Enqineer to ensure the Contzactor's understanding of the contract requirements. The following quidelines sball be adhered to i� prepariog the construction schedule: a. Milestone 8ates aad final project completion dates shall be developed to conform t� time constraiats, sequencing requisements a�d completion time. b. The constructio� process sball be divi8e8 into activities with time durations of appzoximately f ourteen (14) daye and construction values not to exceed 550,000. Fabrication, delivery aod submittal activities are exceptions to this quideline. C4-4 (�) � �> 7 � � �J I c. Durations shall be in calendar days and normal holidays an3 weather conditions ovez thp dur$tion oF the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schednle shall as a minimum be divided �" into general categories as indicated in the Proposal and _ Technical Specification6 and each general categozy shall be broken down into activities in enough detail to achieve �. activities of approximately fourteen'(14) days duzation. For each general category, the construction schedule shall identify all trades or subcontracts whose work is �' zepresented by activities that follow the guidelines of this Section. For each of the trades or subcontzacts, the construction schedule shall indicate the following procurements, conatruction and preacceptance activitie6 and events in their logical sequence for equipment and materials. ' 1. i 2. 3. � � 4. ��-' S . � i� 6. � 7. 6. � � � Preparation and transmittal of �ubmittals. Submittal review peziods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. Installed equipment a�d matsrials testing. Owner's operator instruction (if applicable). Final inspection. C4-4 (5) 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished fall� 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 zevised schedule demonstrating his program and pzoposed plan to make up leg in scheduled pzoqregs aad to insure completion of the work within the contreet time. if the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the co�struction plant and e�uipment, the number of work shifts or the overtime opezntions without additional cost to the Owner. Failure of the Contractor to comply with these reqairements shall be considcred grounds foz determination by the Owner that the Contractoz is failinq to prosecute tbe r+ozk with such diligencc as will insure its completion within the time specified. . C4-4 (5) PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORR AND MATERIALS SECTION CS-5 CONTROL OF WORR AND MATERSALS CS-5.1 AUTHORSTY OF EN�IN�ER: The work shall be performed to the satisfac�.�on of the ng neez and in strict compliance with the Contract Documents. Ae shall decide all questions which azise as to the quality and acceptability of matezials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpzetation of the Contzact Documents, acceptable fulfillment of the contract, compensation, mutual zights between Contractoz and Ownez uadez these Contract Documents, supervision of the Nork, resumption of operations, an� all other questions or disputes which may azise. Enginee= will not be responsible foz Contzactoz's means, methcd6, techniqnes, sequences oz pzoceduzes of construction, oz the safety precaution and programs i�ci8ent thereto, ana he Nill not be responsible foz Contzactoz's failuze to pezform the Mork in accordance �ith the contract docwaents . He shall determine the amonnt and qnality of the Mork complete8 and matezials furni6hed, and hfs decisions and estimates shall be final. His estimates in such event sbsll be a conditioa to tbe ziqbt of the Contractor to receive money due him under the Contract. Tbe Ownez ahall have executive authority to enforce and make effective 6ucb necessary decisions aad ozders as tbe Contractor fails to cazry out promptly. In the event of any dispute betMeen tbe Engineez and Ccntractoz over the decision of tbe Engineer on any such matters, the Engineez most, withia a r�easonable time, upon written request of the Contzactor, render and deliver to botb the Owner and Contractoz, a written decision on the matter in controversy.� CS-5.2 CONFORMITY wITH PLANBs Tbe finisbed project ia all cases shall contorm with lines, gra�es, czoas-sections, - finish, and dimensions shown oa tbe plaas or any otber requirements otherwise described in the Coatract Document6. Any deviation from the appreved Contract Documeats requized by � the Engineer duzing coastzuction Mill in all cases be determine� by the Enqineer aad autborized by the Owner by Change Ozder. � CS-5 (1) � CS-5.3 COnRDINATION OF CONTRACT DOCU NTS: The Contract Documents are made up of several sect�ons�, which, taken together, aze intenaed to describe and provide for a complete and useful pzoject, and any requizements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figuzed dimension shall g overn ovez scaled dimensions, plans shall govern over specifications, special conditions shall govern over general ��nditions and standar.a specifications, and qua�tities shown oa the plans shall govern over those shown in the proposal. The Contzactor shall not take advantage of any apparent error or omissio� in the Contzaet Documents, and the Ownez shall be permitted to make sucb corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Con tract Documents. In the event the Contractor discovers an apparent error oz discrepancy, be shall immediately eall this condition to the attentioa of the Enqineez. Ia the event of a conflict in the drawi�gs, cpecifications, or other portions of the Contract Documeata which were not zeported prior to the award of Contract, tbe Contracto= shall be deemed to have quoted the most expensive resolutioa of tbe conflict. CS-5.4 COOPERATION OF CO T ACTOR: The Contractor will be turA�shed with three sets o� t�e Contract Documeats and shall have available on the site of the project at all times one �et of auch Contract Documents. The Contract shall give to the Mork the conQtaat atteation Aecessary to facilitate tbe proqzes� tbereof aad ihall coopezate witb the Enqineer, his inspeetor, and other Contractorc in every possible way. The Coatractor �hall at all times have competeat personnel available to tbe project site for proper pezformaace of the work. The Contractor �ball provide and maintaiA at all times at the site of the project a competeat, Enqliab-�peakiaq superintendent and an assistant who are fully autborised to act as the Contractor'B aqeat oa tbe work. Such superintendent and his assistant shall be capable of readinq and understanding the Contract Documents and shall receive aad f ulfill ine tructions from the Owner, the Enqi�eer, or his authorized representative�. Pursuant to thi� reaponsibility of the Contractor, the Contractor shall �esiqnate io writinq to the project superintendeat, to act a� tbe Contractor'a 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 aay day of� the week on whicb the Engineer determines that cizcumstances require the preaence on the project site of a representative of the Cootractor to CS-5 t2) �. � adequately provid �� traveling public oz project extends oz project routing. i � �� e foz the safety cz convenience of the the owners of property aczoss which the the safety of pzoperty contiguous to the The Contractoz shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. CS-5.5 EMf.R�EN Y AND/OR RE�TIFICATION�W�RR: �hen, in the opinion of the �wner or Engineet, a condition of emezgency s� exists related to any part of the work, the Contractoz, oz the Contractor through his designated representative, shall respond with dispatch to a verbal request made by t:�e Owner or � Engineez to alleviate the emergency condition. Such a response shall occur day or night, whether the pzoject is scheduled on a calendar-day oz on a working-�ay basis. � ■ ❑ ■, Should the Contractor fail to zespond to a request fzom the Engineer to zeetify any discrepancies, omissions, or corrections necessary tc conform with the requizements of the project specifications or plans, tbe Engineer shall qive the Contzactor writtea notice that such work or changes are to be performed. The rvritten notice shall ditect attention to the discrepant condition and request the Contzactor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, oz does not show jn6t cause foz not tnking the propez action, Nithin 24 hours, the City may take such zemedial action with City forces or by contract. The City shall then deduct an amount equal to the entire cost� for such remedial action, plus 25=, from any fuads due the Contractor on the project. _ CS-5.6 FIELD OFFICE: The Contractor shall provide, at no ■ extza compensation, an adequate field office f oz use of the °� Engineer, if specificallp called for. The field office shall � be not less thnn 10 by 14 feet in flcor area, substantinllp ■ constzucted,, well heated, afr conditioned, lighted, and �. weather-proof, so that documents Will not be damaged by the elements. � ■ .�, � ■ � � � �� i � CS-5.7 CO S R TION STAICES : The City, through ite Engineer, will fuznis� ��e Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contractecl for undez these Contract Documents, and lin es, grades and messurements �rill be established by m�a�s of stakes or other customazy method of marking as may be found consistent with good practice. CS-5 (3) These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be establishe� for the Contractor's use or guidance shall be preserved by the Contractoz 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 willf ully destroyed, disturbed, or zemoved by the Contractor or any of his employees, the f ull cost of replacinq such staket or marks plus 25t will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. CS-5„D �n��TTY AND DO�IES OF CITY NSPECTQRS: Znspec£ozs wi 1 be autborize to�snspect al� work Eon' City be done and all materials furnished. Such inspectiondmay exten� to all or any part of tbe work, and the preparation oz manufaeturinq of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Enqiaeer ae to the progrees of tbe work and the manner ia which it is being performed, to report any evidence that tbe materialc being fnrniBhe� or tbe Nork befng performed bY the Contractoz fails to fulfill the requireAeAts of the Conttact Documents, aad to call tbe attention of the Contractoz to any such failure or otber inftingemeats. Sucb inspection or lack of ia�pection will aot relieve tbe Contractor from any obliqatioo to perform tbe work in accordance with the reQuirementa of the Contract Documents. Ia case of aay disput� arising betveen tbe Contractor and the City Inspector as to the materials or equipment furnished or the manner of performinq the vozk, tbe City Znspector will ha ve authority to reject materials or equipment to cu8pend work until the question at isaue can be referred to and be �ecided by the Engineer. The City In6pectoz vill not, however, be authorized to revoke, alter, enlarqe, or zelease any r equir ement of tbese Contract DocumeAts, nor to approve or accept any portion or �ection of tbe vork, aor to is8ue aay instructions contrary to the requirements of�the Contract Documents. He will in no case act as supeziatendent or f oreman or,perform any othez duties for tbe Cootractor, or interfere with the management or operation of the work. g� Nill not accept from the Contractoz any co,npeaaation ia any form for performing any duties. The Coatractor shall regard and obey the directions and instructions of tbe Citp Inapector or Engineer when tbe same are consisteat Nith the obliqations of the Contract Documents, provided, howevez, �hould the Contractor object to any order6 or instructions of tbe City Inspector, the Contractor may vithin Qis days make written appeal to the Engineer for his decision on the mattez in coatroversy. CS-5 ( 4 ) .., �.' C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether oz not the work as performed is in accordance with the zequizements _. of the Contract Document6. If�the Engineez 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 diz ected. After examination, the Contzactor shall restoze ..' said portions of the Work to the standard requized by the � Contract Documents. Sb�uld the work exposed or examined pzove acceptable, the �' uncovezing or removing and zeplacing of the cov�ring or making g cod of the parts remcve8 shall be paid foz as extza work, but ,�, should be wosk so exposed or examined prove to be � unacceptable, the uacovering or zemoving and the replacing of .- all adjacent defective oz damaged parts shall be at the Contractor's expense. No work shall be done or matezials used �" without suitable supervision or iaspection. CS-5.10 REMOVAL OF DEFE � AND UNA HORIZED `POR1C: All t+ozk, matezials, or equipmea��hsch has �een zejecte8 shall be ^ remedied oz removed an� zeplaced in an acceptable mannez by - the Contractor at bis own eupense. Work doae beyond tbe lines and grades given oz as shown on the plans, except as herein � specifically provided, oz�any Extra Wo=k done without written ,... authority, will be considezed as unanthozised and done at the expense of the Contzactor and will not be paid f or by the µ� Owner. work so doae may be ozdered zemoced at the " Contractoz's expense. �pon the failure on tbe part of the Contractor to comply witb any order of tbe Enqineer made under the provision6 of this paragzaph, the Engineer wfil have the - authozity to cause defective vork to be zemedied or zemoved and replaced an8 unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to �' the Contractor. Failuze to require the zemoval of any , def ective oz unautbozited vork �ball aot constitute acceptance of such wozks. � '" CS-5.11 SIIBSTITIITE MATERIALS OR E�IIIPtrlENTz If the �l Specitications, law, ozdina�ce, codes or zegulations permit Contractoz to furnish oz use a substitute that is equal to any -- material oz equipmeat specified, aad if Coatractor wishes tc f urnish or use a pzoposed substitute, be sball, prioz to the preconstruetion conference, make vritten application to �� ENGINEER f oz approval of such substitute certifyiag in writinq that the proposed substitute will perform adequately the � functions called for by the general ilesiga, be similar and of equal substance to that specified aod be suited to the same '" use and capable of performing the same fu�ction as that '� specified; aad identifying all variatioas of the proposed � � .�, CS-5 (5) � :�ubstitute from that specified and indicating available maintenance service. No substitute shall be ordezed or installed without the written.approval of Engineer wbo will be the judge of the equality nnd may require Contractor to f urnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guazantee and bonds as Owner may require whieh shall be furnished at Contractoz's �expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them fzom an� aqaiast the claims, damages, loeses and expenses (inclnding attorneys fees) azisinq out of the use of substituted materials or equipment. CS-5.1,? �SL�MPLES AND TESTS OR MA�� I.S: i�Pbere, i� the opinion ot the Eriqineer, oz as called tor ln the Contract Documents, tests of materials or equfpment aze necessary, such tests will be made at the expense of aad paid for direct to the testing agency by the Owner unless otberwise specifically pzovided. :he failure of tbe Owner to make any tests of materials ahall 3e iA no way relieve the CoAtractor of hia responsibility of �urAishing materials aad eqnipment fully coaformiAg to the requirements of the Contsact Documents. Tests and samplinq of material=, unleso otherMise specified, Nill be made in accordance with the latest methods preacribed bp the American Society foz Testing Materials or �pecif ic requiremeAt� of the Owner. The Coatractor �hall provide such facilities a� the Engineer may require for collectiag and forwardiag samples and shall not, Mithout specific Mritteo permission of the Engineez, use the materials repre�ented by the samples nntil tests have been made and the materials appr�ed foz uoe. Tbe Contzactor will furnish adequate sample� without charge to the Owner. In ca6e of conczete, the agqreqatec, aesiqn minimwa, and the mixing and tzansportinq eqnipmeAt shall be approved by the Engineer bef ore any concrete i� placed, and the Contactor 8ha11 be responsible for replacinq any concrete Mhich does not ■eet the requizements of the Contract Docua�ents. Tests shall be made at least 9 days prior to tbe placinq of concrete, usinq samples f rom the same agqregate, cement, aad mortar Nhich are to be used later in the concrete. Shonld the iource of supply change, new tests shall be made prior to the use of the new materials. CS-5.13 STORAGE OF MATERIAI.Ss All materfals Mhich used in the construction operation ahall be store insure the preservation of the quality and fitneas of when directecl by the Engineer, they shall be placed pl a t f o rms or other hard, cleaa durable surf aces and are to be d so a� to the �+ork. oa wooden not oa the CS-5 (6) gr ound, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. � CS-5.14 EXI TING STRUCT RES AND UTILITIES: The location and dimensions s�own on the P�ans relative to existing utilities �' are ba6ed on the best information available. Omission from, oz � the inclusion of utility locations on the Plans is not to be � considered as the nonexistence of, or a definite location of, - existing undergzound utilities. The location of many gas mains, water mains, conduits, sewez lines and service lines .' for all utilities, etc., is unknown tc the Owner, and the Owner assumes no responsibility for failure to shoW any or all such structures and utilities on the plans or to show them in - their exact location. It is mutually agreed that such failuze ' will not be considered sufficient basis for claims for additional compensation for Extra Work or for inczeasing the _ pay quantities in any manaez whatsoever, unless an obstruction • encountered is such as to necessitnte changes in the lines and r grades of considerable magnitude or requires the building of special works, provision foz vhich is not made in the Contract Documents, in Which case the pzovision in these Contzact � Documents for Extra Work shall a 1 ... PP Y - _. It shall be the Contractors responsibility to.vezify locations � of adjacent aad/or conflictiag utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to „' provide adequate cleazances. The Contzactor ahall take all „ necessazy precautione iA order to protect all existinq utilities, structures aad 8ervice lines. Vezification of - existing utilities, atructures and ecrvice lines shall include '" notification of all ntility companies at least forty eiqht (48) hours in advance of construction includinq esploratory excavation if necessary. All vetification of existfng ■y utilities and their adjustmeat shall be considered ae subsidiary work. • CS-5.15 INTERRIIPTION OF SERVICE: .� • a. Normal Pro cu ion: Ia tbe aormal pzosectuion of � work where ��e �ntezruption of servfce is necessary, '� the Contractor, at least 24 bours in a8vance, shall '° be required to: l. Notify the i�atez Department's Distzibution Divieion as to location, time, aad echedule of service interruption. � � .� CS-5 (7) � Y 2. Notify each customer personall3 responsible personnel as to time and of the interruption of their service, through schedule or 3. In the event that personal notification of a customer cannot be made, a pzepazed tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition., and in large bold type sball say: "NOTICE" Due to Dtility Improvement ia your neiqhborhood, your (watez) (�ewer) service will be inter- rupted on between the hours ot and This incoevenieAce vill be aa short as possible. Thaak yon, Contractor Addres�s Phone b• � zqency_s In tbe event tbat an uafore�een •ervice ia�erruption occurs, notice shall be as above,but immediate. CS-5.16 MDTIIAL RESP9j� SIBILITY O� CO TRA, TOR$,: If, throuqb acts or neqlect oa the part ot tbe �on�ractor, anp other Contractor or any snb-coatractor �hall suffer locs or damage on the work, the Coatractor aqrees to settle ritb �uch other Contractor or sub-contractor by aqreement or arbitratioa. If such other Contractor or sub-contractor shall a8sert any claim against the Owner oa account of any damage alleged to have been su6tained, the Owner will notify the Contractoz, who �hall indemaify aad save harmlee� the Owoer agaiast any such claim. CS-5.17 CLEAN-IIP: Clean-up of eurplus aad/or �+aate material� accumulated on the job site 8nring the prosecutioo of tbe work under tbese Contract Documeats shall be accomplished in keepinq with a daily rontiae established to tbe the satisf action of the Engineer. TNenty-fonra fours after written notice is qiven to tbe Contractor that the clean-up on tbe job site is proceeding in a manner uneatisfactory to the Engineez, if the Contractor fails to correct the CS-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 Contractoz in the wzitten notice, and tbe costs of such direct action, plus 25$ of such costs, shall be deducted from mcnies due or to become due to the Contractor. Dpon 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 debzis of every kind. He shall leave the site of all Wozk in a neat and ozdezly condition equal to thaL which originally existed. Surplus and waste matezials 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 matezials ins talled by him an� shall deliver ovez such materials and equipment in a bzight, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up requized on the project. CS-5.18 FINAL INSPECTION: Whenevez the work provided for in and contempla�ed under the Contzact Documeats has been satisfactorily completed aed final cleanup performed, the Engineer will notify the pzoper officials of the Ownez and request that the Final inspection be made. Such inspection will be made within 10 days after such notification. Aftez such f iaal inspection, if the work and materials an8 equipment aze f ound satisf actory, the Contractoz will be notified in writing of the acceptance of the same aftez the proper zesolution has been passea by the City Conncil. No time charge will be made against the Contzactor between said date of notification of the Engineer and the date of final inspection of the work. CS-5 (9) � � � � PART C - GENERAL CONDITIONS C6-6 LEGAL RELATI�NS AND PUBLIC RESPONSIBILITY SECTIQN r�-� T�EGAL RELATIONS AND PUBLIC RESPONSIBILITY � �6-6.1 LA S TO BE OBSERVED: The Contractor shall at all times � observe and comply with all Federnl and State Lnws and City ordinances and regulations which in any way affect the conduct r'� of the work or his opezations, and shall observe and comply �„ with all orders, laws, ordinances and zegulations Nhich exist � or which aiay be enacted later by bodies having jurisdiction oz � authority for such enactment. No plea of misunderstanding or ignozance thereof will be considezed. The Contractor and his � Sureties shall indemnify and save harmless the City an� all of its officers, agents, and employees against any and all claims � or liability arising from or based on the violation of any • such le�, ordinance, regulation, oz ordez, whethez it be by � himaelf or his cmployees. � C6-6.2 PERMI T$ AND LICENSES: Tbe Contractoz shall procuze all i permits and Iicenses, pay all charges, costs and fees, and give all �otices necessary and incident to the due and lawful � pzosecution of the r►ozk. - ' C6-6.3 PATENTED DE�ICES M}�TERI�I. S AND PRO ES ES: Zf the Contractoz is requized or c�esires to use any �es�gn�, �evice, � material, or pzocess covered by letter, patent, or copyriqht, � he shall pzovide foz such use by suitable legal aqreement Nitb the patentee oz owaer of such patent, letter, or copyrighted � design. It is mutually agreed and unaerstood that Nithout , exception the contract prices shall inclnde all royalties or cost arising from pateats, trade-marks, and copy zights in any � way involve� in the r►ork. The Contractoz and bis anreties shall indemnify and save harmlesa the Ownez fzom any and all ' claims for iAfringement by reasoa of tbe nse of any such � patented design, device, material oz pzocess, or any trade-mark or copy riqht in connection with tbe ti►ozk agreed to � be perf ozmed undez these Contract Documents, and shall � indemnify tbe Owner foz any coet, espense, or damage vhich it may be obliged to pay by reason of such infzingement at any time during the prosecutioA of the �+ork or after completion of ,�,� the wozk, pzovide8, bowever, that the �MAer Mill assume the responsibility to defend any and all anits bzouqht foz the ° infringement of any patent claimed to be infziaged upon by� the d esign, type of construction oZ matezial or equipment specified in the Contract Documenta furnished the Contractor � by the Owner, and to hold the Contractor barmless on a�count of such suits. � C6-6 (1) � C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and entorce among his employ�es such regulations in regard to cleanliness and disposal of qarbage and waste as will tend to prevent the inception and spzead of infectious or contagious 8iseases and to effectively prevent the creation of a nuisance about the work on any property eithez public or pzivate, and such requlations as aze required by Law shall be put iato immediate force and effect by the Contractoz. The neces6ary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constzucted and maintaiae8 by the Contractor aA8 their use 8ha11 be stzictly enforced by tbe Contractor. All sucb facilities shall be kept in a clean and sanitary coadition, free from objectionable odozs �o as not to cause a Anisance. All sanitary lawt and requlationc of the State of Texaa aod the City shall be strictly complied witb. C6-6.5 PDBLIC SAFETY AND QNyENZENCE: Iriaterials or aquipment ctored about tbe work sha�l be so placed and used, and tbe vork sball at all times be so coadncted, as to canse ao greater obstructioa oz iacoaveaience to the public tbaa is coasidered to be absolutely neceosary by tba Enqiaeer. Tl�e Contractor is required to maiatain at all tim�s all phaaes of bis work in such a mannez as aot to impair the �afety or convenience of tbe public, includinq, but aot limfted to, �afe and convenient ingreQa aad egze�� to property contiquous to the �►ork area. The Contractor aball make adequate provision• to render reasonabl� inqresa aod aqreas for aormal vehicular traffic, except duriaq actnal treocbiaq or pipe iastallation operations, at all driveway crossi�gs. Sucb provisiona may include bzidqiag, placement of cznshed stoae or gzavel or sncb other means of providiaq proper ingreas aAd �qreas foz tbe property aerve� by tbe drive�►ap as tbe Laqfnaer map approve a� appropriate. Bncb otber means may inclnde the diversion of dziveway traffic, with specific approval by tbe $nqineer. If diversion of traffie i• approved by tbe Enqioeer at anp location, the Contractor shall make arzangements satisfactory to the Eagineer at aop location, tbe Contractoz sdall maka azrangements satisfactory to tbe $ngineer for tbe diversion of traff ic, and 8hall, at his ow� e�cpenaa, provide all materials and perform all Mork aeces�ary for tbe constrnctioa aad maintenan ce of roadway� aad bzidge� for sncb diversion of traffic. Sidewalks must not be obstructed e:cept by �pacial permission of the Enqineer. The materials excavated and the co�struction materials sucb as pipe uBed in the construction of the work shall be placad �o as not to endangez tbe work or prevent free access to all fire hydrants, fire alarm boxes, police call boses, Mater valves, C6-6 t2) �" .. gas valves, or manholes in the vicinity. The Owner zeserves ,� the right to remedy any neglect on the part of the Contzactoz as regards tc public convenience and safety whicl� may come to }r' its attention, after twenty-fouz hours notice in writing to ,�, the Contractor, save in cases of emergency when it shall have °' the zight to remedy any neglect without notice, and in eithez ,,. cese, the cost of such work done or maLerials f urnished by the Owner or by the City shall be deducted fzom monies due or to ,� become due to the Contractor. '� The Contractor, after approval of the Engineez, shall notify : the Fize Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed � oz obstructed oz aay fire hydrant is to be made inaccessible, �, and, when so directe� by the Engineer, shall keep any street, ■ streets, or hiqhways in coadition for unobstructed use by f ize appazetus. The Contractor shall promptly notify the Fire Department Headquarters when all sucb obstructed stzeets, � alleys, or hydzants are aqaia placed back in service. ' wbeze the Contractor ia required to con6truct tempozazy bzidges or make other azrangements foz crossinq ovcz ditches �� or etreams, bi6 tesponsibility for accidents in connectioa with such czossiaqs shall inclu�e the roadway approache6 as well as the structures of such croasings. The Contractoz 6ha11 at all time� conduct his operation aod the use of constructioa machiAezy so as not to damage oz destroy trees an� shrubs located in cloae proximity to oz on the site of the work. wberevez any sucb damag� may be doae, the Coatractoz shall immediatelp satisfy all claims of property owners, aa8 ao paymeat vill be made by the ONnez in settlement of such claims. The Contractor �hall file vith tbe Engineez a wzitten Btatement �bowiaq all such claimc adjusted. � -�' C6-6.6 PR j�II.EGES OF CONT �iCTOR Il�l STR� TS, ALLEYB, AND RIGHT-OF-�AY: Foz tbe per�ormance oi t e coatract, tbe Coatractoz will be permitted to use and occupy such portions of the public streets ana alleps, or other pnblic places oz �/ other riqht8-of-way as pzovided for in the ordinances of the �'' City, as shown in the CoAtract Documeats, oz az may be specifically authozised in �ritinq by tbe Enqineez. !► ■ reasonable amount of tools, materials, and equipment for --� construction purposes may be stored in sucb 8pace, bnt no more than is necessary to avoid delap ia tbe con�truction e`' operations. Excavated and waste materials 8ba11 be piled or stacke� in such a pay as not to interfere Mith the use of spaces that may be desiqnated to be left free ana nnobstructed �� and 8o as not to inconvenience occupants of adjacent pzoperty. If the street is occupied by railway tracks, the pork shall be � Cb-6 t3) � � -, � carrie� on in such manner as not to interfere with the operation of trains, loading or unloading of cazs, etc. Othez contzactors of the Owner may,.for all puzposes required by the contract, enter upon the work and premises used by the Contractor ana shall be provided all zeasonable faeilities and assistance for the completion of adjoining wozk. Any additional grounds desired by the Contractor foz his use shall be provided by him at his owr� cost and expense. C6-6.7 RAtLNAY CROSSINGS: When the work encroaches upoo any rigbt-ot=way ot any zailway, tbe City will secure the necessary easement foz the work. i�here the railway tzacic� azc to be crossed, the Contractoz shall observe all tbe requlations and instructions of the railway company as to the methods of performinq tbe work aad take all precautions f or saf ety of property and the public. �legotiations vith the railway companies foz permits ahall be done by and thzouqh tbe City. The Contractor shall qive the City notice not lesa than five days prior to the time of his intentions to beqin votk on that portion of the project vhicb i• related to tbe railMay propertiea. The Contractor Mill not be qiven eztra or additional compensatioa foz snch rail�ay crossiaqs unless specifically �et forth in tbe Coatract Document�. C6-6.8 BARRICADES. ARNIp G I�ND i�PA CHMENs iihere the vork is carried on in or ad�acent �o any s�reet, allep, oz public place, the Contraetor shall at hi� oMn expenee fnrnish, erect, and maintaia sucb bazzicades, fences, liqhts aad daaqer siqnals, shall provide aneb �+atchmen, and �hall take all such other precantionary measures for the proteetion of persoas oz property and of tbe work as are necessary. Barricade� aAd fences shall be painted ia a coloz tbat vill be vfaible at night. From sunset to snarise tbe Contractor shall fnraisb and maintaia at least one easilp visible buraing liqbt at each barricade. �► aufficient namber of barricade� shall be ezected and maiatained to keep padeatrians awap from, aad vehicles f zom being driven on oz iAto, any Mork nndes coastructfon or beinq maintained. The Contractor shall furnish Natchmen aad keep tbem at their respeetive aasignments in suffieient numbers to protect the work and preveat aceideat or damage. All installations and procedures ahall be consistent vith the provisioas set fortb ia the '1960 Texas �lannal on Dniform Tzaff ic Control Devices foz Streeta and fliqhwayo" issued under the authozity of the 'State of Texaa �niform �ct Reqnlatinq Traff ic on Highways', codifie8 as Article 6701d Vezoa'� Civil Statutes, pertineat sections beiag Section Nos. 27, 29, 30 and 31. C6-6 (�) � ai � ,_., � e �" � � � ,,J � �� .• ,.� ■ � � ■ � ■ The Contsactor will not remove any regulatory sign, instructional sign, street name sign, or cther sign which has been erected �y the City. If it is determined that a sign must be removed to permit iequired constzuction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Divi6ion (phone number 8780-8075), to remove the sign. In the case of zegulatory 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. -f the temporary sign is not installed corzectly oz if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign zequirements aze met. When consttuction work is completed to the extent that the permanent'siqn can be re-installed, the Contzactor shall agaia contact the Siqns and Markings Division to re-iastall the permanent sign and shall leave his tempozary sign in place until such re-installation is completed. The Contzactor will be hela responsible for all damage to the wozk or the public due to failure cf barricaeies, signs, fences, lights, or vatchmen to pzotect them. i9benever evidence is found of such 8amage to the wozk the Engiaeer may order the damaged portion immediately removed and replaced by the Contracto= at tbe Contzactor's own expense. Tbe Contractor's responsibility foz the maintenance of barricades, signs, fences and lights, and for providinq watchmen shall Aot cease until the project shall have been complete8 and accepted by the Owner. No compensation, escept as specifically provi8ed ia these Contract Documents, will be paid to the Contractos f or the work and materials involved fn tbe constructi�g, providiaq, and maintainiag of barzicades, siqns, feaces, aod lights oz f or salaries of Matchmen, f oz the subsequent removal and disposal of such barricades, aiqns, or for anp otber incidentals necessary for the propez protection, safety, aad convenience of the public during the cootract peziod, as this wozk is consideted to be 8ub6idiary to the several items for which unit or lump sum prices aze requested in the Pzoposal. ""� C6-6.9 DSE OF , Contractor elect . pzosecution of � . � , � � EXPLOSIVEg , DROP t�PEIGHT, ETC.: Sbould the to use explosives, arop weigbt, etc., iA the the wozk, the utmost care shall be e�cercised at all times so as not to endaAgez life or property. The Contractoz shall notify tbe proper representative of any public service corpozation, aoy companp, iadividual, or utility, and the Owner, aot less tban tweaty-fonr hours i� C6-6 �5) ; � a�vance of the use of any activity which might damage or endanger their oz his property along oz adjacent to the work. �here the use of explosives is to be pertaitte8 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 prioz to commencing and shall f urnish evidence that he has insurance coverage to protect against any damages and/or injuries arisinq out of such use of explosives.� All claims azising out of the use of explosives shall be investigated and a aritten zeport made by the Contractor's insurers to the Engineer within ten (10) days after receipt of wzitten notice of the elaim to the Contractor from either the City or the claimant. The City shall proceed to qive notice to the Contraetor of any such elaim. The u�e of exploa�ivee may be euspen�ed by the Engineer if any complaint is received and suc.h use shall not be resumed nntil,the cause of the complaint has been addressed. �vhenever explosives are stored or kept, hey shall be stored in a safe and secure manner aad all stora'�ge places shall be plainly marked •DANGERODS EXPLOSIVES• and shall be nader the care of a competent watchman at all times. �ill vehicle� fn Mhich explosives are being transported ehall be plainly marked as mentioned above and shall, in�ofar a� poBsible, aot u�e hGavy traffic routes. C�b-6.10 �ORlC iqITHI EASEMENTS: 1Phere th� vork throu b or into � paases over, q, private property, the Owner vill pr ovide sucb right-of-way oz easement privileges as the City may deem necessary for the prosecutfoa of tbe Mork,. Any additional rights-of-Nay or Mork area considered necessary by the Contractor shall be provided by him at his o� expenee. Sucb additional zfghte-of-�vay or Mork area �hall be acquized foz the benefit of the City. The City �ball be aotified in writing as to the rights so acquired befoze Mork beqins ia the affected area. The Contractor shall not eater npoa private property for any purpose witbout havinq previonslp obtained permission from the owner of �ucb property. The Contractor will not be allowed to store equipment or material on private pzoperty unless and until tbe specified approval of the property owner has beea 8ecured ia Nriting by tbe Contractor and a copy furnished to the Engiaeez. Daless �pecffically provided otherwise, the Cootzactor �hall clear all righta-of-way or easements of obstructioas Mhich must be removed to make poBsible proper prosecution of the Nork as a part of the project construction operation�. Tbe Contractor s hall be responsible for the preservatioa of aAd ahall use C6-6 (6) i� -F, � every precaution to pzevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types � of structures or improvements, to 811 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 oz private pzoperty along adjacent to the � work. i ... L� � � � � �.. i � � � � �� , � � The Contractoz shall notify the proper zepresentatives of owners or occupants of public or private lands oz interest in lands which might be affected by the work. Such notice shall be made nt least 48 houzs in advance of the beginniag of the work. Notices shall be applicable to both public and private utility compaaies or any corpozation, company, individual, or other, either as owners oz occupants, whose land oz intezest in lan� miqht affected by the work. The Contractor 6ha11 be responsible for all damage or injury to property of any character zesultinq from any act, omission, neglect, oz misconduct in the manner or method oz execution of tbe work, or at any time due to defective work, material, oz equipment. when an8 Where any direct oz indirect or injury is done to public oz private property oa accou�t of any act, omissioa, neglect, or misconduct in the execution of the Mozk, or in consequence of the non-executfon thereof oA the pazt of tt�e Contractor, he shall restore or have restored at his owa cost and expense such property to a conditioa at least equal to that existing before such damage oz injury was done, by .repaizing, rebuilding, or otherwise replaciaq and zestozinq as may be dizected by the Ownez, or he shall make good such damages or injuzy in a manner acceptable to the oMner of the property ar�d the Engineer. All f ences encountezed a�d zemoned duziDg construetion of this pzoject shall be restored to tbe oziginal oz a better than original coadition npon completion of this pzoject. When Nire fencinq, either �ire mesb or barbed Nire is to be crossed, the Contractor shall set cro6s braced posts on eithez side of permanent easement before tbe feace is cut. Should additional f eace cuts be necessary, the Contractoz shnll provide cros6 braced poste at poiQt of tbe proposed cut in addition to the cro6s braced posts pzovided at the permanent easements limits, before the fence is cnt. Temporary fencing shall be erected in place of thi removed whenever the work is not in pzoqress and site is vacated overnight, and/or at all times t� livestock fzom enteriag tbe constructioa area. Tbe f ence removal, temporazy closures aad replacemeat subsidiary to the various items bid in tDe C6-6 (7) e fenciag when the � prevent cost f or shall be project ,� proposal. Therefoze, no separate payment shall be allowed f oz any service associated with this work. In case of failure on the part of the Contzactor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice undez 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 thezeby will be deducted f=om any monies due or to become due to the Contractor u�der this Contract. C6-6.1� T�nF�FNDENT CQN�R�CTOR: It is understood and agreed �y the u i u parties here o tha ontractor shall perform all wozk and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of tbe ONner. Contractor shall have ezclusive control of and the exclusive riqht to control the details of all tbe work and service� performed hereundez, an� all persons performing �ame, aad shall be solely responsible for the acts and omissioa� of it• officezo, agents, sezvante, employees, coatractors, subcontzactors, licensees and invitees. The doctrine of respondeat superior shall not apply a� between Owner and Contractoz, its officers, agenta, employee�, coatractors and �ubco�tractor�, and nothinq herein shall be construed a• creating a partaership or joint enterpriae�between OMner aad Contractor. C5-6.12 COIITRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMSt Contractor covenants aad aqrees to, and does bereby iademaif y, hold harmless aod defend ONner, its officers, agents, servants, and employees fraan and against any an all claima or suits f or pzoperty damage or loss and/oz persoaal injuzy, including death, to asiy and all perBoas, of vhatsoever kind or charac ter, whetber zeal or asserted, arisiaq ont of or in connection with, directly oz indirectlp, the �+ork and •ervices to be pe rf ormed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensee� or invitees, wh�ether oz not cau6ed, in Mhole or in part, by alleged negligeace oa the part of officeri, agents, �ervapts, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hezeby coveaant and aqree to assume all liability and responsibility of OWner, it� off icere agents, servants and employees for property 8amage or loss, and/or personal injuriet, including death, to any and all persons of whatsoever kind or chaTacter, Mhether real or asserted, azising out of or in connectioa with, directly or indirectly, the work and services to be performed hereuader by Contractor, its officers, agents employees, contractors, subcontractors, liceneees and invitees, Wbether or not caused, C6-6 (8) � .J � i �' in whole or in pazt, by alleged negligence of officers, , agents, servants, employees, contractors, subcontractors, � �licen6ees or invitees of the �wner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss oz damages to property of the Owner duzing the performance of any � of the terms and conditions of this ConLract, whethez azising out of or in connection with or resulting from, in whole oz in part, any and all alleged acts or omissions of officers, agents, servants, employees, contzactors, subcontractoz6, � licenses, or invitees of the Owner. In the event a wzitten claim for damages against the �+' contractor oz its subcontractozs zemains unsettled at the time all wozk on tbe project has been completed to the sati6faction of the Directoz of the �etez Department, as evidenced by a i f inal inspection, final peyment to the Contrnctor shall not be recommended by the Directoz of the water Depaztment foz a peziod of 30 days aftez tbe date of such final inspection, �° unless tbe Contzactoz shall submit Nritten evideace �;, satisfactory to the Director that the claim has been settled and a release has been obtained fzom the claimaat involve8. � If the claim concezned remains unsettled as of tbe expiration of the above 3�-day period, tbe Contractoz may be deemed to be entitled to a semi-f inal payment foz Nork completed, such semi-final payment to be in an amonnt equal to the total � dollaz amount then due less the dollaz value of any written claims pending aqainst the Contzactor azising ont of the performance of such Mork, and euch eemi-finel payment may then � be recommendeS by the Direetoz. The Dizector shall not recommend fiaal payment to a Contzactoz against whom sucb a claim for damages is outstanding for a period of 6ix months folloxing the date of tbe acceptance of the wozk performe�9 unless tbe Contractoz snbmits eviSence in writinq 6atisfactory to the Directoz that: 1. The claim bas been aettlea and a zelease has been obtained from the claimant involved, or � 2. Gocd faith efforts have been a►ade to settle such outstanding claims, and �ucb ecod f aith efforts � bave failed. If condition (1) above is met at any time within the six month � period, the Directoz shall recommend that the final payment to the Contractor be made. If condition t2) above is met at any time within the six montb period, the Directoz may zecommead � t hat tbe final payment to the Contractor be made. At the � C6-6 t9) ' expiration of the six month period the Director may recommend that final payment be made if all othez work has been pezformed and all other obligations of the Contractoz have been met to the satisfaction of the Director. The Diz ector may, if he deems it appropriate, refuse to accept bids on othez Water Depaztment Contract work fzom a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 f'�r1 RAf'T�R'S CLAIM FOR DAMAGES: Should the Contractor claim compensat�ion for any alleged damage by reason of the acts or omission8 of the Owner, he shall �vithin three 8ays af ter the actual eustaininq of such alleged aamage, make a written statement to the EAqineer, setting out in detail the nature of the alleqecl 8amage, and on oz before the 25th day of the month succeeding that in Mhich any such damage fs claimed to have been sustained, the Coatractor sball file �ith the Engineer an itemised statement of the detaila and amount of such alleged damage and, upoa request, shall qive the Engfneer access to all books of account, zeceipts, vouchez�, billa of ladiag, and othez books or papers containfng any evidence as to the amount of such alleged damage. Dnless such statemeata shall be file8 as hereinabove required, the Contractor's claim f or compensation shall be vaived, and be shall not be entitled to payment on account of sucb damages. C6-6.14 ADJ�STMENT OR RELOCA'j'ION OF PIIBLIC OTSLITIES E'!'C.: in case it s necessary to change. move, or alter ia any maAner the property of a pnblic ntility or otbers, tbe �aid property shall not be moved oz interfered Mitb until orders thereupoa have beeo iasued by tbe Eagineer. Tbe right is reserved to the oNnez� of pnblic utilities to et�tez the geographical limits of tbe Contract for the purpose of making such changes or repairs to their propezty that may be necessary by the performance of this contract. C6-6.15 TEMPQRARY SEWER AND DRAIN CONNECTIONS: 1Rhen existing sewer lines have to �e taken up or removed, tbe Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connectiona for all pzivate or public d raias and sewers. The Contractor shall also take care of all sewage and dzainage which will be received from these drains and sewers, and for this purpoBe be �ehall provide and maintain, at his own cost and expense, adequate pumpinq facilities and temporary outleta or diveraions. The Contractor, at his own cost and eupenee, shall construct such tzoughs, pipes, or other structuzes necessarp, and be prepared at all time8 to dispose of drainaqe and sewage C6-6 (10) ^ zeceived from these temporary connections until such�times ns s the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and � maintained undez the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, �� and other waste shall be disposed of in a satisfactory mannez � so that no nuisance is czeated and so that the work under �,� construction will be adequately protected. e ,�, � C6-6.16 A,RRAj� rFMFNT A,ND HAR ES FOR WATER FD NISHED BY THE CITY: When the Contrac�oz �esires to use �ity water in � connection with any construction work, he shall make complete and satisfactory arrangements with the Fort worth City Water Department for so doinq. �� City water furnished to the Contractor shnll be �elivered to the Contractor fzom a conneetion on an existing City main. All piping required beyond the point of �elivery ahall be � installed by the Contractoz at his own expease. '� The Contractor'6 responsibility in the use of all cxistinq , fire hydzant and/or valves is detailed in Sectioa E2-1.2 DSE , OF FIRE SYDRANTS AND VALVES ia these Geaezal Contzact Documents. .r � � �� ; � When meters are used to measnre tbe �vater, the chazges, if any, for watez will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ozdiaaace, or where ao ordinance applies, payment sball be made on estimates aad zates established by the Director of tbe Fort iAorth t�ater Department. C6-6.17 DSE OF A SECTIO�I�OR PORTIC?N OF TSE wOR1C,: f�Pbenever, in the opinioa of tbe Eaqineer, aay sectioa oz portion of the work or any stzucture is in auitable conditioa, it may be put into use upon the �rrittea ozder of the Engineer, and such usaqe shall aot be held to be in any way aa acceptance of saia work oz structure oz anp part tbereof or as a Maiver of any of the provisions of theBe Contzact Documentc. 1►11 necessary repairs and removalc of any section of tbe Nozk so put iAto use, due to def ective materials oz `►orkmanship, equipment, or to deficient operations on tbe part of the Contzactor, shall be pezformed by the Contractor at his own expense. C6-6. 16 CONTRACTOR' 8 RESPONSIBILITY FOR_ THE _i�OR1C: Dntil written acceptance by tt�e Owaer as provicied �oz ia these Contract Documents, the Mork shall be uader the charge and care of the Contractor, and he shall take every aecessary pzecautioA to prevent injury oz damage to the Mork or any part C6-6 (11l � � � thereof by action of the elements or from any cause whatsoever, whether arising from tbe execution or nonexecution of the work. The Contractoz shall rebuild, repair, restore, and make good at his own expenee all injuzies or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGFiTS: 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 waivez of any provision of the Contract Documents. Any waiver of any. breach or Contract shall not be held to be a waivez of aay other or subsequent bzeach. The Owaer reserves the right to correct any error that may be discovezed in any estimate that may bave been paifl and to adjust the same to meet tbe requizemeats of the Contraet Documents. out6 the prov�sion�A oZf Ithese Contrac�I�ocumentc aoz iia exercising any poMez of authority qranted thereundez, there shall be no liability upon the authorized representativer of the Owner, either personallp or otherMise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a coatract aMaz�ed by the City of Fort worth, an organization Mhicb qualifies f or exemptioa pursuant the pzovisions of �►rtiele 20.04 (H) of tbe Texas Limited Sales, exciee, and D�e Tax �ct, the Contractoz may purchase, rent ot lea8e all materials, snppliez and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certifieate in lisu of the taz, said exemption certificate to comply Mith 6tate Comptroller's Rulinq .007. l�ny sucb exemption certificate i8sued by the Contractoz ie lieu of the tax shall be aubject to an3 shall comply with the provisions of State Comptroller's Ruliaq .011, and any other applicable State Comptroller rulinqs pertaining to tbe Texas Limited Sale4, �:zcise, and Doe Tax Act. On a contract awarded by a developer for the constructioA of a publicly-owned improvement in a street ziqht-of-way oz other easement which has been aedicated to the public and the City of Fort worth, an orgaaizatioa whicb qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, aod Dse Tax Act, the Contractor can probably be exempted in the same man�er atated above. C6-6 (12) 1 � I.imited Sale, Excise and Use Tax pezmits and information can � be obtained from: Comptroller of Public Accounts � Sale Tax Division Capitol Station Austin, TX � u ■ ❑ ■ 0 �_� d � � � 1 Cb-6 (13) ■ � .J #i � ■ � � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: !, C7-7.1 SOBLETTIN : The Contractor shall perform with his own organization, an� with the assistnnce of workman under his immediate superintendance, work of a value of not less than � fifty (50�) percent of tbe value embraced in the contract. If � the Conttactor sublets any pnrt of the work to be done under these Contract Documents, he will not under any circumstances �i be relieved of the responsibility and obligation assumed under �+ these Contract Documents. All transactions of the Engiaeer � will be with the ContzactoZ. Subcontractors will be ` considered only in the capacity of employees oz workmen of the Contractor an8 shall be aubject to the same requirements as to # character an8 competency. Tbe Ownez �vill not zecognize any �- subcontractor on the work. The Contractoz shall at all times, when the wozk is in operation, be zepresented either ie persoa p or by a superintendent or other designated representatives. C7-7.2 ASSI NMENT OF CONTRACTs- The Contractor shall not assign, trans�ez, sublet, coavey,�oz otherKise dispose of the �� contract or his rights, title, or intezest ia oz to the same � or any part thereof Nithout the pzevious consent of the Ownez '� expres8ed by resolutfon of the Citp Couacil and concurred in � by the 8ureties. ` If the Contractoz �xa, Mithont sncb pzevious conaent, aasiqn, � transfez, sublet, convey, oz otberwiee dispoae of the contzact � or his rigbt, title, oz interest therein oz any part thereof, 1"" to any person oz persons, partnersbip, company, firm. or n corporation, or does bp baakruptcy, volnntary or involuntary, � or by assiqnment unaez tbe iasolvencp lawr of any stat e, �� attempt to dispose of the contract may, at the option of the � Owner be revoked and annulled, ualess the Sureties shall � successfully complete caid contract, and in the cvent of any such revocation oz annnlment, any monies due ot to become due � under oz by virtue of said contract shall be retained by tbe +� Owner as liquidated damages foz tbe reasoa that it Mould be � impracticable and estrenely difficnit to fiz the actual �"' damages . � C7-7.3 PROSECDTIOp_OF THE WORl�s Prioz to beginninq any r; construction operation, tbe Contractor shall submit to the � Engineer in five or more copies, if requested by the Enqineer, � a proqrees schedule preferably in chart oz diaqram f orm, or a brief outlining ia detail and step by step the manner of � �� C7-7 (1) � pzosecuting the work and ordering materi8ls and equipment which he expects to follow in order to complete the pzoject in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor duzing each monthly estimate period. The Contractor shall commence the work to be performed under this contzact within the time limit stated in these Contzact Documents and shall conduct the work in a continuous mannez and with sufficient equipment, matezials, and la bor as is necessary to insure itc completion within the time limit. The sequence requested of all construction operations shall be at all times as specified ia the Special Contract Documents. Any deviation from �cub aequencing shall be submitted to the Engineez for his approval. Contractor shall not proceed with any deviation until he has zeceived writtea approval from the Engineer. Such specificatioA or appzoval by the EngiAeer shall Aot relieve the Contractor fzom the full responsibility of the complete performance of the Contract. The contract time may be C7-7.8 "E:tensioa of Tim and a proqrees scbedule contract time. changed onlp as aet forth in Section e of Completioa" of tbis Aqreement, �ball not coo6titnte a cbange ia tbe C7-7.4 LIMITA�IONS OF OPERA�IQt�Ss The Morkiag operationc shall at all t mes be conduc ed by the Contractor so a• to create a minimum amount of incoovenieace to the public. At any time wben, in the judgment of tbe EnqiAeer, the Contzactoz has obstructed oz closed or is cazryiaq on operation� in a portion of a street or public May qreater than is Decessnry for the proper eacecution of the �r►ork, tbe Enqiaeer may zequire the Contractor to finish tbe �ectfon oo Mhicb opezationa are io proqress before the wozk is commenced on aap additioDal section or atreet. C7-7.5 CHARACTER OF W�R1CI��1 AND �II�gI�NTs Local labor 4ha11 be used by the Contrac oz iQ availa le. The Coatractor may bzinq in fzom outsiae the City of Fort i�orth hi• key men and his superintendent. All otber Morkmen, inclndiag equipment operators, may be imported oaly after the local supply is exhausted. The Contractor shall employ only Qucb superintendents, foremen,� and workmen Nho are careful, competent, and fully qualified to perf orm tbe duties oz taska assigned to them, and the Enginecr may demand and secure tbe summary dismissal of aay pereoo or persons employed by the Contractor in oz about or on the Nozk Mho, in the opinion of the Owner, shall misconduct him8elf or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) � . P otherwise objectionable or neglectful in the proper : pezformance of his oz their duties, oz who neglects or refuses � to comply with oz carry out the dizections of the Ownez, and such person or persons shall not be employed again thezeon ..� without wzitten consent of tbe Engineez. w � All workmen shall have sufficient skill, ability, and experience to properly pezform the work assigned to them and �.'� operate any equipment aecessazy to properly carry out the „ • performance of the assigned duties. � The Contractoz shall furnish and maintain on the work all such " equipment as is considezed to be necessary for pzosecution of �"" the work in an acceptable manner and at a satisfactory rate of ,� progzess. All equipment, tools, and machinezy used foz � handling materials and executing any part of the wozk shall be r• subject to the appronal of the Engineez an8 shall be maintained in a satisfactory, safe ana efficient working ; condition. Equipment on any portion of the work ahall be such ,�, that no injury to the Mork, wozkmen or adjacent property will zesult fzom its use. " C7-7.6 woRR S $EDIILE: Elapsetl Working days shall starting with �be first day of work completed as C1-1.23 "�ORRING DAY• or the date stipulated i �� ORDER" for beginning Mork, Nhicbever comes firQt. a. A request to vrork Legal Soliday must than the proceedi�g � N othing in these Contraet Documeats shall be constzue8 as � prohibiting the Contractor from �vazking on Saturday, Sunday or Legal Holidays, providing that the follo�ing zequirements are met: w . on a specific Saturday, Sunday or be made to the Eagineez no later Thnrsday. b. Any wozk to be done on the project on such a specific Saturdap, 6unday or Legal Holiday must be, in the opinion of the Enqineer, essential to the timely completion of tbe pzoject. be computed defined in n the "i�OR1C �. The Engineez's decision shall be fiaal in responae ■ zequest for approval to work on a specific Satnrday, :'� Legal Holiday, and no extra compeasation shall be the Contractor for any vork perfozmed oa �uch a . Saturday, Sunday oz Leqal Holi�ay. .., � � � � to such a Sunday or allowed to specif ic Calendaz Days shall be defined in C1-1.24 and the Contractor may work as he so desizes. C?-7 (3) C�'�•� T� F F OMMENCEME�T AND COMPLETION: The Contractor shall co mence�t�e working o perations with i n t h e t i m e 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 �Y proceed as he sees fit. The Contractor shall maintain a rate of pzogress such as will �insure that the whole work will be perf ormed and the premi8es cleaned up in accordance with the Contract Documents and witTiin the time establish�d in such doeuments and such extension of time as may be properly authorized by the Owner. ��-� „� EXTENSIOrI �F TII� CO S.ETIO�T : The Contractor's request for an extension ot time o� compi�etion shall be considered only When the request foz such extension is submitted in aritinq to the Enqineez witbin seven days from and af tez the time alleged cause of delay rhall have occurred. Should an eutension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time f or completion of work, consideration will be given to unforseeable causes beyond the contzol of and Without the fanit or negligence of the Contractor, including bnt limited to aets of the public enemy, acts of the Owner, fize, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or �elays of eub-contractors due to �ucb causes. When the date of completion ie based oa a calendar day bid, a request for extensioa of time becauBe of inclement weather will not be consfdered. l► request for extension of time due to inability to obtain supplie� aad material� pill be considered only phen a reviep of the Contractor'� purchase order dates aad other perLinent data a� requested by the Engineer indicates that tbe Contractor has made a bonafide attempt to secure delivery on achedule. This shall include efforts to obtain the supplies and materials from altezaate 8ources in case the first source cannot make delivery. If satisf actory execution and completion of tbe contract shculd require work and materials in greatez amount� or quantities thaa those set forth ia the approved Contract Docwnents, then the contract time may be increased by Change Order. C�-7.9 DELAYS: The Contractor shall receive oo compensation �� delays or hindrances to the Nork, except Nhen direct and u,voidable extra cost to the Co�tractor is caused by the f ailure of the City to provide information or matezial, 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 Contzactoz to the Engineer and if by him found correct shall be approved and refezred by him to the �'' Council fcr final approval or disapproval; and the action thezeon by the Council shall be final and binding. If delay ` is caused by specific orders given by the Engineers to stop Mw work, or by the performnnce of extra work, oz by the failure ' . of the City to provide material or necessary instructions foz - 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 whieh shall zemain in full force until � the discharge of the contraet. r . C7-7.10 TIME OF CO LETIOj� : Tbe time of completion ia an essential element of ��e 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 re�uire to f ully complete this contract or the time of completion �vill be specified by the City in the Proposal �ection of the contract documents. ■ The number of days indicated shall be a realistic estimate of - the time required to complete the work conered by the specif ic � contract being bid upon. Tbe amount of time so ctated Dy tbe � successful bidder or the City Mill become the time of �, completion epecified in the Contract Documents. � ■ � ■ � � ■ � • Foz eacb calendar day that any wozk shall remain uncomplete8 aftez the time specified in the Contract Documents, oz the increased time granted by the OMaer, or as automatically increased by additional vork or materials ordered af tez tbe contract is signed, the sum pez day given.in the following schedule, unless otherv►ise specified in other parte of the Conrract Documents, will be 8e�ucted from mooies due the Contractoz, not as a penalty, bnt as liqnidated damages suffered by the Owner. AIrIOUNT OF COtJTRACT Less $ 5,001 to S 15,001 to $ 25,001 to S 50,001 to S 100,001 , to thaa S 5,000 S 15,000 $ 25,000 $ 50,000 $ 100,000 S 500,000 C7-7 ( 5 ) inclusive S inclnsive S ioclnsive � inclusivs S inclusive S iaclusive $ 35.00 45.00 63.00 1Q5.00 154.00 210.00 � S 500,001 to 51,000,001 tp 52,000,001 and over S1,000,000 inclusive S 315.00 52,000,000 inclusive $ 420.00 • S 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in co�pleting the work hezeunder in the time specified by the Contract Documents Nould be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as aet out above, is a reasonable f orecast of just co�pensation due the City for barm caused by aay delay. C�-�•l� ��,�FNSZON BY CODR� ORDER: The Contractor shall suspend operations on such par or parts of the work ordere� bY any court, an8 will not be entitled to additional compensation by virtue of �uch 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 tbe Contractor by virtue of any Court Orcier or action for wbich the Oaner is not solely respoasible. ��'�•12 T��Sp�RARY $DSPENS QN: The O�ner shall have the right to suspen t e work opera�lon wbolly or in part f or such period or periods of time aa he may deem nece�sary due to unsuitable �eather coAditioaa or aay other uafavorable conditions which in the opinion of the Owner or Enqineez cau8e further prosecution of tbe work to be nasatisfactory oz detrimental to the interest of the project. During temporary suspension of work covered by thia contracL, for aay reasoa, the Opner Nill make no extra payment for �tand-by time of construction equipment aad/or coostruction crervs. Zf it should become necessarp to �uspend Nork for an indefiaite period, the Contractor shall store all materials in auch manner that they vill not obstruct or impede the public unnecessarily nor become da:oaged in any rvap, and he shall take every precaution to prevent damage or deterioration of the vork performed; he shall provide suitable drainaqe about the work, and erect temporary structures where necessary. Sbould the Contractor not b� able to complete a portion of the project due to causes beyond the control of and M�t408L the fault oz negligence of the Contractor ae set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF CCMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a eolution to allow constructioa to proceed is not available within a reaeonable period of time, then the Contractor may be reimbursed f or the cost of moving his equipment off tbe job and returning the necessary equipment to the job when it ic determined by the Engineer C7-7 (6) MYai ^R � � � � . � � My w � � � � � � �. I � that constr�ction may b� resumed. Such reimbursement shall be based �n actual cost to the Contractor af movin� thP eqiipment and no prafit �aill be ellowed. N o reimbursement shdll be allowed if the e�uipment is mov�d ta enother construction pr�ject ior the City of Fort :�orth. The Contractor shall not suspend wezk without written noticP from the Engine�r and shall proceed with the work operations promptly when notified by the Engi*�eer to so resume operations. �7-7,,.� FRMINATION OF C�NTRACT DUE TO NATIONAL EM�RGENC�: � �.� � �.��.. +�henever, because of National Emergency, 6o declaze by t e President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all o: the necessary labor, materials, aad equipment for the prosecution oi the work with zea6onable continuity for a pariod of two months, the Contractor ehall within seven days notify the City in writinq, giving a detailed statement of the eiforts which hane been made and listing all necessary it�ms of labor, meterials, and equipment not obtainable. If, aftez investigations, the Ownez finds that such conditions existing and that the inability of the Contzactot to proceed is not attributable in whole or in part to the fault or neqlect of the Contract, then if the Owner cannot after reasonable eff ort assist the Contractor in procuri�g and making available the necessary labor, matezials and equipment Mithin thirty days, the Contractor may request the Owaez to terminat� the coetrnct and.the �wn�r may comply with the request, and the termination stiall be conditioned and base� upon a final settlement mutually acceptable to both the Owner and th� Contractor ane3 final payment shall be made in accordan�� Nith the t�cros of the agreed settlement, which shall i�clude, but not be limite3 �o, the payment for all wozk exe�uted but no antieipate3 nrofits on work which has not been petforme3. C7-7.14 SUSPENSION �R ABANDOt�7I�NT �F TSE WORK AND ANNOLMENT OF CONTRACT: �`� e w�rk operat�ons on all or any portion oz section of the work under Contr3ct shall be suspended immediately on writLen order of th' Engineer oz the Contr3�t m�y b� d?clazed cancello3 by t:�e City Council for a�y good an3 sufficient cause. The followiag, 5y way of exampl�, but not oE limitetion, may be consi3ered gr�unds ior ruspPnsion er �ancellation: a. F�ilure of the operations within �ar�er issued by th Contractor to commencA work th� time �pecified in the W�zk e �wner. � C7-7 t7) � b• Substantial evidence that ptogzess of the work operations by Conttactor is insufficient to . complete the work within the specified time. �• Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d• Substantial evidence that the Contractor haa abandoned the work. �• Substantial evidence tbat the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the r►ork satisfactorily. f• Failure on the part of the Contractor to observe any requirements of the Contzact Documents or to complp with any or�ers qiven by the Engineer or oaner provided for in the�e Contr�ct Document�. 9• Failure of the Contzactor�pro�ptly to make good any defect in materials or vorkmanshfp, or any defects of any �ature the correction of vhich haa been directed in writinq by the Engineer or the Owner. h. Substantial evidence of of illegally procurinq a fraud on the City in the contract. collnsion for the purpoee ecntract oz perpetrating conatruction of �ork under i. 1� snbstaotial indication that the Contractor has made an unautharised assignment of tbe contract or any funds �ue therefrom for the benefit of any credit�r or for any othez purpose. j. Sf the Contract�r shall for any cause whataoever not carry on tbe vozkiag operatio� in an acceptable manner. k. If the Contractor commeacea leqal action aqaia6t the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. i�hea wozk is suspended for any cause or causes, or whea the co�tract is cancelled, the Contractot shall diecontinue the vork or such pazt therpof as the Owner shall designate, vhereupon the Sureties m�y, at their option, assume the contract oz that portion thereoF which the Owner has ordered the Contractor to discontinue, and may perform the sa�oe or may, �ith the written �7-7 t8) r � �onsent of Lhe �wner, sublet thP work or that portion of the wozk as taken ov�r, pr�vided howevez, that the Sure�ies shall exercise theiz option, if at all, within two we�ks after the � written n�tice to discontinue the work has been served upon the Contractor and upon the �uzeties or their authorized agents. The Sureties, in such event shall assume the � Contract�r'b place in all respects, and shall be paid by ttie Owner for all wozk pezformed by them in accordance with the '' terms of the Contzact Documents. All monies remaining due the _ . `ontractor at th� time of this default shall thereupon become � due and payable to the Sureties as the wozk progresses, � subject to 811 of the terms of the Contzact Documents. � I n case the Sureties do not, within the hezeinabove specified time, exercise their ri3ht and option to assume the contract responsibi'lities, or that portion thereoF Nhich the Owner has � ordered by the Contractor to diecontinue, then the Ownez shall have the power to complete, by co�tract or otherwise, as it ' may determine, the wark herein described or such part thsreof as it �ay deem necessary, and the Contractoz her�to agrses that the Owner shall have th� right to take possession of and ,,� use any materials, plants, tools, equipment, �upplies, and property of any kind provide8 by the Contractor for the � purpose of carrying on the work.and to procure other tools, equipment, materials, laboz and property for the completion ef the work, and to charge to the account of the Contzactor of said contract expense for laboz, �naterials, toola, equipment, � and all expenses incidental thezeto. The expens� so charged shall be deducted by the Owner fr�m such monies as may be due or may become due at any time thereafter to the Contzactor � under and by virtue of the Contract az any part thezeof. ThP Owner shall nct be requize8 to obtaia the lowest bid for the work completin� the contract, but the expense to be deducted �; shall be the actual cost of the owner of such work. In case such expenses shall exceecl the amount which would have been payable under the Contzact if the same had been compte�ed by the Contractor, then the Contractor and his Sureties sha�l pay the amount of such excess to the City on notic� from th� Owoer of the excess due. Khen any particulaz part �i the wark is being carried on by the Owner by contract ot otherwis: under the provisions of this section, the Contzactor shall continue the remainder of the work in confozmity with the terms of the Contract Documents and ia sucb a manner as to not hiader oz intezfere with performance of the Mork by the Owner. �7-7.15 FOLFILLMENT OF_CQNT ACT: The Contract will be considered as having been �ul,ti�led, save as pr�vided in any bond or bonds oz by law, when all the work and nll sections or parts of the project coverecl by the Contract Documents have � C7-7 t9) � been finished and completed, the final inspection made by the Engfneez, and the final acceptance and final payment made by the Owner. C7-7.16 TERM�NAT�AN pnR CnNVENIENCE OF THE OWNER: A. NOTICE OF TERMINA ION: The performance of the work under this contrac� 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 Ownez. Any such termination shall be effected by mailinq a notice oi termination to the Contractoz specifying the extent to which performance of work undez the contzact is tezminated, an� the date upon phich such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed iA the Dnited States Mail by the Ownez. Further, it shall be deemed conclusively presumed aod eatabliahed that 8uch termination is mad� Nith just cause as thereia stated; and no proof in any claim, demand or auit shall be zequired of tbe Owner regardfag such disczetionary action. B. SONTgACTOR I�CTI QNs l�fter receipt of a notice of �erm1nation, aod �eacept a� other�ise directed by the Engineer, the Contractor ahalls 1. Stop vork under the contract o� the date and to the e:tent specified in the notice of terinination; 2. place no further orders or aubcontracts for materials, servicee or facilitiea except as may be necessary for completion of auch portion of the vork under the contract as is aot terminated; 3. terminate all otders and iubcontracts to the exteat that they relate to the perf ormance of work terminated by the aotice of termination; 4. transfer title to the Owner and deliver in the manner, at the timea, and to the extent, if any, directe8 by the Enqineer: C7-7 (10) �.! �• -. � .. � � . a. the fabricat�3 or unFabricated part�, wor� in pro::ess, compl�ted wozk, suppli�s and other matPrial produced as a part of, or acquired in connection with the performance of, the work t�rminated by the notice of termination; and b. the complPted, or partially complet�d plans, drawings, information a�d other property which, if the contzact had been completed, wos13 have been required to be furnished to the Owner. S. complete perfozmance of such par� �f the work as shall not have been terminated by the notice of ter�aination; and "' f,. take such action as �ay be necessary, or as , the Engineer may dizect, foz the protection "' and preservation of the property related to �- its contract which is in the possession of the Contractor and ia which the Owaer has or ; may acquire the rest. �' At a time not later than 30 days af tor tt�e �.� termination date specified in the �o�ice of ' terminatfon, tl�e Contzaetor aay submit to the �� Engineer a list, certified as to quantity and guality, of aay or all items of termination a' inventozy not previously disposed of, exelusive of ,. items the disposition of which has been directed or authorized by the Engineez. Not later than 15 days '� ther�after, the Owner sball accept title to such � items providPd, that the list submitted shall be �" subject to verificatioa by the Engineer upon , removal of the item6 or, if the items are stored, � within 45 days from the �ate of submission of th� - list, and nny necessary edjustments to correct th� � list as submitted, shall be made pzior to iinal � settlement. � C. TERMINATION CLAIM: �Pi thin 60 days af ter notice of � termin�tion, the Contractor shall submit his termination claim to the Engineer ia the form and �"' with the certif icntion pres:z ibed by the Eng i neer . r.� Unless one or more extEnsions in wri�ing a:2 " graeted by the Owner upo� request of tha � Conttactor, mede in wziting Within such 60-�ay � p�riod �r authozfzed extension thereof, an;� and all � such claims shall be conclusively deemed w�ived. � � C7-7 (11) � D• AMOIINTS: 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 Contzactor by reason of the total or paztial termination of work pursuant hereto; provided, that such aqreed amount or amounts shall nevez excee8 the total contract price as reduced by the amount of payments otherwise made and as f urther reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be pai8 the agreed amount. No a�ount shall be due for lost or anticipated pzofits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor ia the event of failure of the Contractoz by reason of the termination of Work pursuaot to this section, ahall be a��ea to limit, restrict or otherwise determine or affect the amount oz amounts Nhich may be aqseed upon to be paid to the Coatractor pursuant to thia paragraph. E. FAILIIRE TO AGREE: In the event of t6e failure of the Contractor an� the Ow�er to aqree as provided in C7-7.16 (D) upon the Nhole amount to be paid to the Contractor by reasoa of the tenaination of Work pursuant to this section the Owner shall determine, on the basic of iaformation available to it, the amount, if aay, due to the Contractor by reason of the termination aad ahall pay to the Contractor the amcunts determined. �o amount �hall be due foz lost or acticipated profitB. �. DEDDCTZONS: In arziving at the amount due the contractor under this cection, there ahall be deducted (a) all ualiquidated advaace or other payments on account tberetofore made to the Contractor, applicable to the terminated portion of this contract; (b) aay claim which the Owner may have against the Contractor ia connaction with this contract; aad �c) the aqreed price for, or the proceeds of sale of, any materials, supplies or other thiags kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovere8 by or credited to the Owner. G. AD�IIS�MENT: If the terminatioa hereunder be par ial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in vritinq far an C7-7 (12) e � ._ g .�' equitable adjustment of the price oz 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 pzices; nothing contained herein, however, shall limit the right of the Ownez and the * Contractor to agzee upon the amount oz amounts to .-_ be paid to the Contractor for the completion of the continued portion of the contract when said � contzact does not contain an established contract ■ price foz such continued portion. ;.� g. NO I,IMITATION OF �tIGHTS: Nothing contained in this ■ section shall limlt or altez th� zights which the .� Owner may have foz termination of thi6 contzact under C7-7.14 hereof entitled "Suspension of a Aban�onment of the work and Amendment of Contract" or any other right which Ownez may have f oz default � oz breach of contraet by Contractor. � " C7-7.17 SAFETY t� QD$ AND PRA� I �S: The Contraetor shall be �r, responsible foz in�iatinq, maintalning, and supervising all saf ety precnutions and pzcqrams in coanection with the work at � all times and shall assume all responsibilities for their �., enf orcement. s The Contractor shall comply with federal, atate, and local laws, ordinances, and regulations so aa to protect person and '' property f rom injury, including deeth, or damage in connection �., with the work. � �- � � C7-7 (13) � � PART C - GENERAL CONDITIONS CB-8 MEASUREMENT AND PAYMENT f,.., SECTION C8-8 MEASIIREMENT AND PAYMENT C8-B.1 MEASOREMENT OF QOANTI IES: The detezmination of quantities oi work perfozmed by t�e C�ntractor anci nuthorized _ by the Contract Documents acceptably completed under the terms �„ of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineez. These measurements will be made according to the Dnited Stntes Standazd Measurements - used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the matezials and items installed. � - CB-8.2 UNIT PRIC : When in the Proposal a'Dnit Price" is set torth, the sa��•Dnit Price" shall include the furnishing by the Contraetoz of all laboz, tools, matezials, machinery, � equipmcnt, appliances and appurtenances necessary f or the construction of and the completion in a mannez acceptable to the Engineer of all vork to be done under these Contract . Documents. The "Dnit Price' shall include all permanent and temporary pzotection of overhead, suzf ace, and undergroun� structures, cleanup, finished, ovezhead expense, bond, insurance, patent fees, royalties, zisk due to the elements and othez causes, delays, profits, injuriec, damaget claims, taxes, an8 all � other items not specifically mentioned that may be required to f ully construct each item of the Mork complete in place aad in �, a satisfactory conditioa for operation. C8-8.3 LUMP SDM: when in the Proposal a•I,nmp Sum" is 6et torth, the said "Lump Bnm• shall represent the total cost�foz the Contractor to fnrniah all labor, tools, matezials, machinery, equipment, appurtenances, and all subsidary work necessary for the constzuction and com�letioa of all the r►ork to provide a complete and f unctional item as detailed in the Special Contract Documents and/or Plans. �,,, C 8- 8. 4 �COPE �F P1�YMENT: The Contractor aball receive and _ accept t e compensation, as hereiA provided, in fnll payment � f or f urnishing all laboz, tools, materials, and incidentals foz performing all work contemplated and embraced under these Contract D�cuments, for all loss and �amage arising out of the � nature of the work oz from the action of tbe elements, f oz any unforesee•� defects or obstructfons Mhich may azise or be �f, encountered during the prosecution of the vork at any time � C8-8 (1) � �efore its fiaal acceptance by the Owner, (except as provided in paraqraph CS-5.14) foz all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension oz discontinuance of such pzosecution of the working operations as herein specified, or any and all infringements of patents, tzademarks, copyriqhts, or other legal reservations, and for ��mpleteing the work in an acceptable manner according to the terms cf the Contract Documents. The payment of aay current or partial estimate prior to final acceptance of the work by the Owner shall ia no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligationt of the Contzactor to repair, correct, renew, oz replace at his own and proper expense any defects or imperfections in the constructioa or in the strenqtb or quality of the material u�ed or equipmeat or machinery f urnished in or about the construction of the vork under contract and its appurtenances, �r any damage due oz attributed to •uch defects, whicb ciefects, i mperfection, or damage �6a11 have beea discovered on or before the final i�spectfon and acceptaace of �ork or during the oee year quaranty period after final acceptance. The Owner shall be the cole judge of such defecta, imperfections, or damage, and the Contractor �hall be liable to the Owner for failure to correct the •ame a� provided herein. SthBdaypofTeachEmonth��eACoatraclt =��b �tween the lat and E�qineer a s tatement ahowing an estimate ofl the b alue of he r+ork done during the previous montb, or estimate peziod uader the Contract Documents. �lot latez tban the lOth day of the month the Engineer s6a11 verify such estimate, and if it is found to be acceptable aad the value of Nork performed since the last partial paymeat Mas made eacceeds one hnadrad dollar� (5100.00) iA amount, 90� of such estimated •um will be paid to the Contractor if the total contract amount i• less than 5400,000, or 95t of sucb eatimated sum Mill be pafd to the Contractor if the total contzact amount ia $400,000 or greater Mithin twenty-five I25) days aFter the regular ��timate period. The City �vill have tbe option of prepariaq eatimates on forms f urnished by the City. Tbe partial estimate may include acceptable nonperishable materials �elivered to the work which are to be incorporated into the Mork� as a permanent part thereof, but which at the tbe time of the eatimate have not been installed. (sucb payment will be allowed on a basia of 85$ of the net invoice value thereof.) The Contractor 8ha11 f urnis h the Engineer such iaformation as he may request to aid C8-8 (2) ! � W 1 � � 1 � 1� him as a guide in the vezification or the pzeparation 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 disccvery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Ownez of the amount of work done oz of its quality of sufficiency, or as an acceptance of the work done or the zelease of the Contzactor of any of his responsibilities undez the Contract Documents. The City zeserves �he right to Withhold the payment of any monthly estimate if the contractor fails to pezfozm the work strictly in accozdance with the specifications or provisions of this contract. C8-8.6 WITSHQLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performaace of the construction opezations is not in accordance with the zequirements of the Contract Documents. CS-8.7 FINAL ACCEPTANCE: iPhenever the improvements pzovided tor by the Contract Document8 shall have been complete8 aad all requizements of the Contzact Documents ahall have been fulfilled on the part of the Contractor, the Contzactor shall notify the Engineer in vriting that the improvements are ready for the final inspection. The Engiaeer shall ootify the appropziate off icials of the Oaner, Mill within a reasonable time make sucb final inspection, and if the Wozk is satisfactozy, in aa acceptable condition, anei has been completed in accordance with the tezms of the Contzact Documents and all approved modifications thereof, tbe Enqineer will initiate tbe proceasing of the final estimate and zecommend final acceptaace of tbe pzoject an8 final payment therefor as outlined in C8-8.8 below. C8-8.8 FIN�I. PAYM NT: Whenener all the improvements provi8ed tor by the Contrac� Documeats and all appzovea modifications thereof shall have beea completed and all reqnirements of the �,l. Contract Documents have been fulfilled on the part of the Contzactor, a final estia►ate ahowiag tbe value of the Nork � will be prepared by the Engineer as soon as the neceasary ; measurements, computations, aad checks can be ma�e. Al1 pzi or subject to payment. � estimates upon wbich payment has been made are necessazy correctio�s or revisioas in tbe final C8-8 t3) II 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 accep�ance by the Owner on a proper resolution of the City Council, pronided the Contractor has furnished tc the Ownez satisfactory enidence of payment as f ollows: Prior to submission of the final estimate f or payment, the Contractor shall execute an affidavit, as f urnished by the City, certifying that all persons, firms, associations, corporations, or othez organizations furnishinq labor and/oz materials have been paid in full, that the wage scale established by the City Council in the City of Fort i�orth 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 ahall operate as and shall release the Ownez from all claims oz liabilities undez the Contzact for anything done or furnished or relatiag to the ti►ork under Contract Documents or aay act or neglect of said City relatinq to or connectea �vith the Contract. The making of the final payment by the Owner shall not zelieve �tie Contractoz of any guarantees or other requiremeats of tbe �ntract Documents whicb apecifically continue thereaftez. C8-8.9 AD��pACY OF DESIGNs It is nnderstood that the Owner believes i bae employed competeat Engineers and designers to prepare the Contract Documenta aod all a�odifications of the approved Contract Documents. It ia, therefore, aqreed tbat tbe Owner shall be re�poasible for tbe adequacy of ita oMa design features, sufficiency of the Contract Documents, the saf ety of the structure, and thc practicability of the operations of the completed project, pzovided the Contractoz has complied Mith tbe reqnirementa of the said Contract Documents, all apprcved modificationa thereof, aAd additions and alterati ons thereto approved in writing by the Ovoer. The buzden of proof of sucb compliance shall be upon the Contractor to show that he haa ccmplied Mith the said requirements of the Contract Documents, approved modif ications thereof, and all approved additions and alterations thereto. C8-6 .10 GENERAL GIIARANTY: Nef ther the f inal certif icate of payment nor any provision in the Contract Documeats nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptaAce of Nork not done in accordance with the Contract Documents or telieve the Contractor of liability in respect to any express Narranties or zesponsibility for faulty materials oz workmanehip. The Contractor shall remedy any defects or damages in the work and C8-8 (4) � pay foz any damage to other work resulting therefzom which shall appear within a period of one yeaz from the date of • final acceptance of the work unless a longer peziod 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 periormance of the general - guaranty as above outline. The Owner will give notice of observe� defects with reasonable promptness. �, C6-8.11 SUBSIDIARY WORR: Any and all work specifically governecl by documentary requirements for the pzoject, such as conditions imposed by the Plans, the General Contzact • Documents or these Special Contract Documents, in which no specific it�m for bid has been provided for in the Pzoposal, shall be considezed as a subsidiazy item of work, the cost of �" which shall be included in the price bid in the Pzoposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of wozk which fall in the category of subsidiary work. � C8-8.12 MIS ELLANEODS PLAC�I�NT OF� TERIAL: Material may be allocated un�er vazious bid i�ems in the �roposal to establish , unit prices for miscellaneous placement�of matetial. These materials shall be used only when directed by the Enqineer, depending on field conditions. Payment foz miscellaneou6 � placement of material will be made f or only that amount of material used, measured to the neatest one-tenth unit. Payment for miscellaneous placement of matezia3 shall be in accordance with the General Contract Documents regardless of � the actual amount used for the projecL. C8-8.13 R ORD DO UMEN�S: Contractor shall keep on record a copy oi a�� speci�ica�ions, plans, addenda, modifications, shop dzawings and samples at the site, in qood ozdez and annotated to show all changeb made duzinq the construction pr ocess. These shall be delivered to Engineer upon completion of the work. � C8-8 t 5 ) � � C�'l � � �+�J LJ � 'a'J � (�I � � u f� �� ITEM D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-,26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 PART D - SPECIAL CONDITIONS TABLE OF CONTENTS TABLE OF CONTENTS General Project,Designation , Right To Audit Project Signs Purging and Sterilization of Water Lines Wage Rates Coordination with Fort Worth Water Depar(ment Dewatering Crossing of Existing Utilities Existing Urilities Exploratory Excavations Test Holes Substitutions Crushed Limestone Backfill 2:27 Concrete Pavement Repair (E2-19) Trench Safety System Sanitary Sewer Manholes Sanitary Sewer Services Water Services Removal, Salvage, and Abandonment of Existing Facilities Valve Blocking Ductile-Iron and Gray-Iron Fittings Detectable Warning Tapes Minority/Women Business Enterprise Compliance Connection of Existing Mains 2-Inch Temporary Service Line Bid Alternatives Submission of Bids Temporary Pavement Repair Interpretation and Preparation of Proposal Bonds (City Let Projects) Barricades, Warnings and Flagmen Disposal of SpoiUFill Material Temporary Erosion, Sediment, and Water Pollution Control Television Inspection of Sanitary Sewer Lines Workers' Compensation Insurance Trench Excavation, Backfill and Compaction Post-Construction Television Inspection of Sanitary Sewers Vacuum Testing of Sanitary Sewer Manholes Samples and Quality Control Testing Protection of Trees, Plants, and Soil Partial Estimates and Retainage Project Clean-up Project Schedule Schedule of Work & Partial Acceptance Contractor's Responsibility for Damage Claims Wqrking Days 6-Foot Diameter Drop Access Manhole Connection �� PART D - SPECIAL CONDITIONS D-1 General: Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and Specifications, effective July 1, 1978, with the latest revisions are made a part of the Contract Documents for this project. The Plans, Special Conditions and Provisions Documents, and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturer's name, number or identiiication included 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 fumished in a faithful manner as though required by all. The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. General Contract Documents and Specifications 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. D-2 Proiect Desi ng ation: Construction und�r these Special Documents shall be performed under the Fort Worth Water Department Project Designations: Water Project Number PW53-060530175580, Sewer Project Number PS58-070580174740 D-3 R�ht To Audit: RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: "C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the'expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers acid records'of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after fmal 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 fiu�ther, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. � � � � � � � �I �) �� (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse the. �ontractor for the cost of copies as follows: 1. 50 copies and under - 10 cents per page 2. More than 50 copies - 85 cents for the first page plus ffteen cents for each page therea8er. D-4 Proiect Signs: Project Signs aze required at all locations which will be under construction for more than thirty (30) �calendar days as indicated in Part B Proposal. Project Signs shall be in accordance with Figure 30 (dated 8-28-89) of the General Contract Documents. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiacy cost of the project and no additional compensation will be allowed. � D-5 Purgin� and Sterilization of Water Lines: Before being placed into service all newly constructed water lin�s shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and �pecifications except as modified herein. The City will furnish all water for INITIAL cleaning and sterilization of water lines. All other materials for construction of the project, including appropriately sized "pipe �leaning pigs" and chlorinated lime (HTH) shall be fumished by the Contractor. Chlorinated lime (HT'H) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of ee chlorine shall be measured after 2,4 hours and shall not b� less than 10 parts per million of free chlo ine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be 1available, chlorinated water shall be "de- chlorinated" prior to disposal. The line may not be placed in seivice until two successive sets of samples, taken 24 hours apart, have met the established standards of puri�y. 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 lineaz foot bid price of the pipe. � D-6 Waee 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 st�tutory requirements, as being the � prevailing classifications and rates that shall govern on all work performed by the Contractor or any sub- contractor 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). a �� I� D-7 Coordination with Fort Worth Watar Deaartment: During the construction of this project, it will be necessary to dea�tivate, for a period of time, existing lines. The Contractor'sliall be required to coordinate with the V�ater Department to determine the best times for deactivating and activating those lines. D-8 Dewaterin�: 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 consid�red as incidental to a construction and all costs incurred wiil be considered to be included in the linear foot bid price of the pipe. D-9 Crossing of ExistinE Uti[ities: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or a 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 ba• constructed of ductile iron pipe. T'he required length of replacement shall be determined by the Engineer. T'he material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified in Material Standard E1-6 contained in the General Contract Documents. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping as specified in the General Contract Documents. Adapter fittings shall be a urethane or neoprene coupling A.S.T.M. C. 425 with series 300 Stainless Steel compression straps. Payment for work such as backfilP, fittings, tie-ins and all other associated appurtenance required, shall be included in the linear foot price of appropriate bid item. D-10 Existing �Jtilities: 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 suffi�ient 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 a71 existing utilities, service lines, or other property crossed or 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 seivice lmes with the szme type. of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. T'he 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 at once of any conflicts in grades,and alignment. ' In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that may be made necessary by performance of this contract. D-11 Exnloratory Excavations: In addition to those areas as may be designated on the Drawings, it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect construction of the water and/or sewer facilities. � � '� � �� .. L� ��I '�1 �� `. � I�� lsJ All exploratory excavations shall occur faz enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. D-12 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 determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. The cost of the rock removal and other associated appurtenance, if required, shall be included in the lineaz foot bid price of the pipe. D-13 Substitutions: The specifications for maierials 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 qualiry 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 terni "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-14 Crushed Limestone Backfill: Where specified on the plans or directed by the Engineer, crushed limestone shall be used for trench backfill on this project. The material shall conform to Transportation and Public Works Standard Specifications for Stteet and Storm Drain Construction Division 2 Item 208.2 Materials and Division 2 Item 208.3 Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfll of the General Contract Documents and Specifications. 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 E2-2.1�6 Measurement of Backfill Materials of the General Contract Documents and Specifications. D-15 2:27 Concrete: Transportation and Public Works Department typical Sections for Pavement and Trench Repair for Utility Cuts Fig's l,through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yazd of concrete.. With the exce�ition of the cement content, all other requirement shall meet or exceed Transportation and Public Works Department standazd specification Item 406 Class D Concrete. D-16 Pavement Renair (E2-19): � (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 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 residents' 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 pavem�nt 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. T'herefore, at the locations in the project where the trench wall is three (3) feet or less &om the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall neazest 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 eazliest possible date. A permit must be obtained from the Department of Engineering's Permit Desk by the Contractor in conformation with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cut in the street. City Inspectors will inspect the paving repair after construction of each water and/or sanitary sewer main replacement. D-17 Trench Saf�Qv' SYstem: ' � 1. GENERAL: This specification covers the trench safety requirements for all trench excavations 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. 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. 3. DEFINITIONS: A. 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. If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of the excavation, the excavation is also considered to be a trench. B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertica! ar near-vertical surfaces between levels. C. SLOPING �SYSTEM: Sloping means excavating to form sides of a trench that are, inclined away from the excavation. � � � D. 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 prd�resse§. Shields can be eithei premanufactured or job-built in accordance with OSHA standards. � E. SHORING SYSTEM: Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of crossbraces, vertical rails (uprights), horizontal rails (wales) and/or sheeting. l�' �� I u �, � '�J � � LJ 4. 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. 5. PAYMENT: Separate payment will�be made only when trenc�h excavations exceed a depth of five (5) feet and shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-18 Sanitary Sewer Manholes: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/Qr as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. Concrete Collars: Concrete collazs when indicated on the plans will be required as per Fig. 121. 2. Watertight Manhole Inserts: Watertight gasketed manhole inserts shall be installed in sanitary sewer manholes when indicated on the plans. Inserts shall be constructed in accordance with Fort Worth Water Department Standazd E100-4 and shall be fitted and installed according to the manufacturer's recommendations. 3. Lift-Holes: All lift holes shall be�plugged with a precast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift]�ole shall be sealed on the inside of the manhole with quick setting cement grout. 4. Fina1 Rim Elevations: A. Manhole rims in pazkways, lawns, alleys, 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 fmish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire azea regraded near the manhole. B. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the Ddrawings or minimum of 6 inches above grade. I 5. Manhole Covers: All lids shall have pick slots in lieu of p�ck holes. Manhole frames and covers shall be � McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap beriveen the frame and cover. Bearing surfaces shall be machine fmished. Locking manhole lids and frames will be restricted to locations within the 100 D � year flood plain 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 Manholes: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow manholes shall be built in accordance with Fig. 106 or per Fig. 103 but with a flat slab top (no cones sections will be allowed). All shallow manholes shall have a 24" x 40" cast iron lid �nd frame with pick slots. NOTE: MANHOLES PER FIG. 105 WILL NOT BE ALLOWED. 7. Manhole Steps: No Manhole steps are to be installed on any Sanitary Sewer Manhole. 8. Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy paint, Koppers "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a minimum of 14 mils dry film thickness. 9. Manhole Joint Sealing A. General: 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 preformed O-ring rubber gasket shall require bitumas,tic joint sealants as per attached Figure M. B. Materials: T'his sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope,-form of suitable cross-sectional area or flat-tape form 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 sliall not in any way depend on ' bxidation, 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 regazdless 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 preformed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. C. 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 clean of dirt, sand, mud or other �oreign 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 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. 10: Sealing and/or Adjusting EX`isting Manholes: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole f�ame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. A. Remove manhole frame from the manhole structure and observe the� condition of the fxame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block, or materials other than precast concrete shall be replaced with precast concrete rings, or where necessary and approved by the Engineer, a precast flattop section. Precast concrete rings, or precast concrete flattop section will be the only adjustments allowed. B. 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. rr! I� �� I� I� ;�� J �� I� I� '!J I� � J � �C. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an apprcived bonding agent followed with an application of a quick setting hydraulic cement to provide a smooth working surface. D. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. E. Joint surfaces between the frame, adjustment rings, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket joint material in two concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint for 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 fmal surface elevation of the manhole frame. F. In paved azeas 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 casting will conform to the slope and fmish elevation of the paved surface. The top of the casting shall be 1/8 inch below the fmished elevation. Allowances for the compression of the joint material shall be made to assure a proper fmal grade elevation. G. All expo'seti'�xterib� s'urfaces shall be coated with two mop coats of cd�l tar epoxy paint, Koppers "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a minimum of 14 mils dry film thickness.. 11. Measurement and Payment: A. The price bid for new/replacement 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. B. 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, C. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. D-19 Sanitary Sewer Services: Any reconnection, relocation, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as descrilied in these Special Contract Documents in addition to those located in the field and identifed by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. Factory manufachued saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case Uy case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. D 1. SEWER SERVICE RECONNECTION: When sewer service re'connection 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 hor•izontal adjustment. All sanitary sewer service lines shall be replaced to the property line or easement line in alleys or easements, to the back of curb in streets, 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. 2. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for there 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. T'he length of the replacement shail 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, and all other associated work for service replacements in excess of four (4) lineaz feet shall be included in the linear foot price bid for sanitary sewer service line. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D=20 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 Cpntract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed'by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standazds (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. ,� . � 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 CS-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Deparkment 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 outiet side of the service meter beyond five (5) feet 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. L�'J Ijl JI i� �� I� 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-iriches from center line existing meter locarion to center line proposed meter location shall be included in the Lineaz Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 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 �s 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 location to center line of the proposed meter location sepazate payment will be allowed for the relocation of service meter and meter box relocation 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 for in feet of copper service line. `�� i I�� {� � L�, � L�J � � 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 S tt�et distance behind the meter will not justify separafe 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 aze 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. MLJLTIPLE SERVICE BRANCHES: When multiple service branches are required the�contractor shall fumish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing �he multiple service branch only and all other cost will be included in other appropriate bid item(s). � 6. MLTLTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps,servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). D-21 Removal, Salva�e. 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 E2-27 Removing Pipe, of the General Contract Documents and Specifications unless amended or superseded by requirements of this Special Condition. 1. SALVAGE OF EXISTING WATER MET'ER 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. Backfill material for the void meter box shall be suitable excavated material approved by the Engineer. Surface restoration �shall be compatible with existing surrounding surface and grade. If water main is to remain active, the contractor will be required to plug water service line at main. 2. 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. T'he concrete vault shall be demolished in place to a point not less than 18-inches below fmal 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 excav�ted material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 3. 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 Backfll. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 4. 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 fmal grade. 5. ABANDONMENT OF �XISTING GATE `✓ALVE: Existing gate valve and box lid shall be abandoned by first closing the valye to the fiilly closed position and demolishing the valve box in place to a point not less than 18-inches belbvN fmal grade. Concrete shall then be used as backfill material to match existing grade. 6. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have the 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 surface and grade. �� 7. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or existing the structure plugged with lean concrete. Manholes tops or cone section shall be removed to the top of the full b�arrel diameter section or to point not less than 18-inches below final grade. The stnicture shall� then be backfilled and compacted in accordance with backfill method`as specified im Section E2-2.9 Backfill. Backfll material may be either clean washed sand of clean, suitable excavated material approved by Engineer. Surface restoration shall be compatible with surrounding surface. Payment for work involved in backfilling, plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items). � 8. 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 barrel diameter section and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with � Type C Backfill or Type B Backfill as approved by, the Engineer. Surface restoration shall be compatible with surrounding surface. Li' L�' 9. CUTTING AND PLUGGING OF EXISTING MAINS: At various locations on this project it may be required to cut, plug and block existing water mains/services or sanitary sewer maihs/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered 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. . 10. REMOVAL;'OF`EXTSTING PIF'E: 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 Operations, Storage Yard. r � 11. 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: 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 D of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a sepatate trenching operation. I�!J � � J � l�J � � D-22 Valve Blocking: All valves shall have concrete blocking for support. Valves shall have polyethylene wrapping per Material Specification E1-13 and Construction Specification E2-1� installed prior to concrete blocking. No separate payment will be made for any of the work involved for this ifem and all costs incurred will be considered to be included in the bid price of the valve. D-23 � Ductile-Iron and Grav-Iron Fittin�s: ' 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 mortaz lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings,.valves and specials shall be wrapped 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 valves and fittings and no other payment will be allowed. D-24 Detectable Warnin Ta es: Detectable underground utility warning tapes which can�be located from the surface by a pipe' detector shall be installed directly above non-metallic water or 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 lmown allcalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shal! be 5.5 mils. and the width shall not be less than 2" inches with a minimum unit weight of 2- 1/2 pounds/1"/1000'. The tape shall be color coded and imprinted with the message as follows: Tvne of Utilitv Color Code Le ends Water Sewer Safety Blue Safety Green Caution Buried Water Line Below Caution Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18" inches between the tape and the pipe. Payment for work such as backfill, bedding, blo�king, detectable tapes and all other associated appurtenances required shall be included in the linear foot price bid of the appropriate BID ITEM(S). � D-25 Minoritv/Women Business Enterarise Comoliance: Reference Part C(General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment ther�fore. Contractor further agrees to permit an audit and/or examination of any books, records or fles 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 %r terrciination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (oWer than negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be non-responsive and bazred from participating in City work for a period of time of not less than three (3) years. D-26 Connection of Existin Mains: The Contractor shall determine the exact location, elevation, configuration and arigulation 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, s�ich 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 Mr. Joseph Gagliardi, Manager, Construction Services, Phone 871-8648, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph CS-5.15 INTERRiJ�TION OF SERVICE, Page C5=5(5), PART C- GENERAL CONDITIONS OF TI� WATER DEPARTMENT GENERAL CONTR.ACT DOCUMENTS AND L�'J L'�1 ��J � � �� J C�� Li7 � � ��J GENERAL SPECIFICATIONS. T'he 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 existirig concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the lineaz foot price bid for the appropriate pipe size. D-27 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 that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 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 connecrion 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 (HTI� 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 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 �e 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 appurtenance required, shall be included in the appropriate bid item. � D-28 Bid Alternatives: The Proposal section of this documents is arranged to allow the Contractor to base his bid on either ductile iron pipe or polyvinyl chloride plastic pipe. Contractor shall indicate type of pipe to be used. However n regardless of the general type pipe specified by the Contractor at certain locations a specific type pipe has f� been specified on the p13ns. All cost for this shall be considered as subsidiary and no additional compensation will be allowed. L�J O L■J D-29 Submission of Bids: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. However, it l+�J should be noted that Units II and III are considered to be alternatives to the same proposal. In order to be considered the appazent successful bidder for the paving improvements, the Contractor is required to submit bids for both Units�II and III. Unit I consists of the water and/or sewer line replacements. Units II & III consist of the street and/or storm drain improvements. D-30 Temaorary Pavement Reoair: The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction usiiYg a minimum of 2-inch hot mix asphalt over a minimum of 6 inches of compacted flex base. This temporary repair shall be rolled to provide a smooth transition between the existing pavement and the temporary repair. The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing temporary pavement repair for all streets cuts prior to street reconstruction. This provision will supercede any references to cold mix being used as shown in Figures A, B, C, and D. D-31 Interpretation and Preaaration of Proaosal: Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange pazagraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word •,"PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals �ctually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening �roposals. 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 reques'ted for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided fiuther, 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 g:ver. to �.he proposal. D-32 Bonds (Citv Let Proiectsl: Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: � lJ L�J � � � � L�I, C�� u L�J L*'; lJ LJ �,J � 1. Pg. C3-3(3); the paragraph after pazagrapli C3-3.7d--Other Bonds should be revised to read: No surety will be accepted by the Owner which are at the time in default or delinquent on any bonds or which aze interested in any litigation against the Owner. All bonds shall be made on the forms fumished 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 be included on the current U.S.�Treasury List of Acceptable Sureties [Circular 870], or (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 shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reirisurance is required, the company writing the reinsurance must be authorized, accredited, or trusted to do business in Texas. 2. Pg. C3-3(5) Pazagraph C3-3.11 INSURANCE delete subparagraph a. COMPENSATION INSURANCE. 3. Pg. C3-3(6), Pazagraph C3-3.11 INSURANCE delete subparagraph g. LOCAL AGENT FOR INSURANCE AND BONDING. . D-33 Barricades, Warnin�s and Flagmen: Reference Part C- General Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appeazs in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. � • � �,. � . D-34 Disnosal of Suoil/Fill Material: Prior to the disposing of any spoiUfill material, the contractor shall advise the Director of the Deparlment of Engineering, 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 inaterial. 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 Ordinance of the City of Fort Worth (Ordinance No. 11517). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Aclministrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood �ilain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at contractors' expense. In the event that the contractor disposes of spoiUfill material at a site without a fill permit or a letter &om the Administrator approving the disposal sit�, upon notification by the Director of the Department of Engineering, Contractor shall remove th� spoiUfill material at its expense and dispose of such materials in accordance with the Ordinances of the C�ty `and thi§ section. ' D-35 Temnorary Erosion. Sedimen ,and Water Pollution Control: 1 DESCRIPTION: This item shall consi t�of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engiheer 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 me ures taken by the CONTRACTOR to control conditions created by his construction operations. The te porary 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. L�J 2. CONSTRU(�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 $ngineer will limit the area of•preparing right of way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. The amount of surface area of erodible-earth material exposed at one time shall not exceed 750,000 squaze feet for each excavation operation, 750,000 square feet for each material source operation (other than from commercially operated sources), 750,000 square feet for each preparing of right-of-way operation or 750,000 squaze feet for each clearing and grubbing operation, unless otherwise shown on the plans or with prior approval by the Engineer in writing. The CONTRACTOR'sHall also conform to the following practices and controls. All labor, tools, equipment and incidentals to complete the work will not be paid for directly but shall be considered as subsidiary work to the various items included in the contract. (a). Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. (b). Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mech�nized equipment shall not be operated in live streams. (c). When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flo�ing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. (d). All waterways shall be cleared as soon a� practicable of falsework, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. .,. _ . (e). The CONTRACTOR shall take sufficient precautions to prevent pbllution 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. 3. SUBMITTAL: Prior to the start of the applicable construction, the CONTRACTOR shall submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of soil- erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. L�J C � 4. 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-36 Television Insaection of Sanitary Sewer Lines: D 1. GENERAL: Prior to the reconstruction, some noted sections sanitary sewer lines sliall be cleaned, and a television inspection and dye tests performed fo 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 D 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 impxoper use of cleaning equipment. ��7 l�l � � � L�7 � � 2. 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 coll�psed at any time during the cleaning operation to ptotect against flooding of the sewer. The movable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. If sewer clean'iiig 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. 3. CLEANING PROCEDURES: The designated sewer manhole sections shall be cleaned using high- velocity jet equipment. T'he 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 the 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 quantitias of water from iue hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessazily. 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 set up, including the water usage bill. All expenses shall be considered incidental to.cleaning. 4. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or O 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. � All solids or semisolids 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 �dditional cost to the City. Under NO circumstances will the � Contractor be allowed to accumulate debris; etc., on the site of work beyond the stated time, except in totally enclosed containers and as apprbved by the Engineer. L!�: � UND�R NO CIRCUMSTANCES SHALL SEWA�E OR SOLIDS REMOVED THEREFROM BE DUMI'ED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 5. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed anci constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing p�cture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. 6. EXECUTION: A. T'ELEVISION 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 be 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 •aze 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 insure good communications between members of the crew. The importance of accurate distance measurements is emphasized. Measurement for location of sewer service taps shall be above ground by means of a meter device. Mazking on the cable, of the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor and the costs must be included in the bid price for Television Inspection. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television�inspection. � B. DOCiJMENTATION: 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 discemible features will be recorded and a copy of such records will be supplied to the City. B.1 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. B.2 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. Videotape recording playback shall be a 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 retumed to the Contractor upon completion� of review by the Engineer. Tapes shall not be erased without'the permission of the Engineer. � If the tapes aze of such poor quality that tl�e 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 � � L�J � � reviewed by the Engineer, no payment for television 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. Upon completion o� review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be abandoned. Tapes will be returned to the Contractor upan completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for Items under Television inspection of the proposal: C. PAYMENT OF CLEANING AND TBLEVISION INSPECTION O� SANITARY SEWERS: The unit � price for Cleaning and Television Inspection of sanitary sewers shall be full compensation for all costs connected with cleaning and providing 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. I� � LJ ��I �� , � I#'� l�'J The primary purpose of cleaning is for television inspection anti 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. Payment shall be made for all segments of good tapes accepted by the Engineer after the review. No additional payment will be made in the event the Contractor has to pull the television camera from two directions - to obtain and provide an acceptable tape for review by the Engineer. 'The> city makes no guar'antee that all of the� sanitary sewers to be entered' are cI'ear 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 cost of installing and maintaining any bypass pumping required to provide reliable, regulaz sewer service to the area residents. All bypass pumping shall be incidental to the project. D-37 Workers' Compensation Insurance: A: Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. � B: Subcontractor's Worker's Compensation Insurance. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of work�rs compensation insuiance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until � such certificate has been acquired. Contracto"r` shall provide a copy of all such certificate to the Owner (City). L1 � C. Workers Compensation Insurance Coverage 1. Definitions: �� Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. � 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°City. Persons providing services on the project ("subcontractor" in section 406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees,, This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which fumishes 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. 2. The �ontractor 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) for all employees of the contractor providing services of the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. 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 City showing that coverage has been extended. 5. The contractor shall obtain from each person providing services on a project, and' provi�e to the City: (a) 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 (b) 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. 6.� The contractor shall retain all required certificates of coverage for the duration of the proje`�t and for one year thereafter. • 7. The contractor shall notify.the City 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. 8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: � � l�l � L�l L�J � ' �� '� L�J � � � � � � (a) provide coverage, based�on prop�r reporting on the 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 �11 of its employees providing services on the project, for the duration of the project; (b) 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; (c) 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; (d) obtain from each other person with wliom it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) 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 duriiig the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. ( fl notify the City ui writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (a) -(g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes�and•payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the Texas Worker's Compensation Commflssion's Division Qf Self-Insurance Regulation. Providing false or misleading � information may subject tiie contractor to adininistrative penalties, criminal penalties, civil penalties or other civil actions. 11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after re�eipt of notice of breach from the City. D. Posting of Required Worker's Compensation Coverage. 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 curtent 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 Commissipn rules. This notice must be printed with a title in at least 30 point bold type and text in �t 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 worker's 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-38 Trench Excavation, Backfill and Comaaction Trench excavation and backfill under pazking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or fuhue 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 E1-2 �3, Type "C" or'°D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(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-�0 #100 60-95 #200 90-100 (P.I. = 8 or less) 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standazd Proctor Density (A.S.T.M. D698) by means of tamping only. LJ � � l�l l�J � � Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. 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 material being used and the operation can be performed withouZ damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. T'hese soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 3001ineaz feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, 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. a D-39 Post-Construction Television Insaection of Sanitary Sewers A. General: This special condition covers the furnishing of all necessary materials and equipment to perform post-construction television inspection of all sanitary sewer lines installed under this contract. D This television inspection is considered as a part of the fmal inspection. A satisfactory' inspection is required before the project is considered complete. � L*"J � � � u lJ l� � B. Material: 1. VHS format video cassette recording equipment and tapes are required for video taping. T'he television camera used for the inspection shall be specifically designed and constructed for such inspection and shall provide a color picture. Lighting for the camera shall be suitable to allow a cleaz picture of the entire periphery of the pipe acceptable to the Engineer. The camera shall be operative in 100 percent humidity conditions and shall have a minimum of 6001ine resolution. 2. Recording equipment shall be equipped.with data recorder capable of the following: a. Date and time b. Footage c. Project name, contract number, contractor, and inspection firm d. Location, main/lateral number, and station number C. Execution: 1. The..Contractor shall obtain.ihe services of a qualified independent company to perform the television inspection. 2. The Contractor shall provide traf�ic control during inspection operations to maintain public traffic and safety of all personnel. 3. The Contractor shall clean all construction debris, sand, and gravel from the sewer to be inspected. 4. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use o� inspection equipment. Any damage done during inspection shall be repaired by the Contractor. There shall be no additional payment for these repairs. � 5. Intemal Television Inspection a. The inspection shall be done one sewer section at a time. The section being inspected shall be isolated from the remainder of the sewer in a manner approved by the Engineer. Any defects found shall be repaired by the Contractor and then re-inspected. T'here shall be no additional compensation allowed for such repair or re-inspection. b. The camera shall be moved through the line in either direction at a uniformly slow rate, stopping at all defects to allow adequate evaluation by the Engineer. In addition, the camera shall be stopped at each service connection. c. Cost for excavation to retrieve inspection equipment shall be the responsibility of the Contractor. The City shall not be liable for any costs relative to retrieving inspection equipment from the sewer system. d. Sanitary 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. Sanitary sewage may be used to propel the camera if the main is live. However, flow may be restricted in a manner approved by the Engineer when necessary to provide a clear image of the sewer being inspected. e. Telephones, portable radios, CB, walkie talkies, or other electronic means of communication must l�e set up where voice or manual communication is not feasible. 6. Viewing a. The television inspection company shall provide facilities for the purpose of viewing'the monitor while ttie inspection is in progress. b. The Engineer shall witness the television inspection. 7. Record Logs a. The video tape of each sewer segment shall note on the tape the project name and number, the main or lateral number, the beginning manhole station, the ending manhole station, the time and date of inspection. Footage for camera location in the sewer line shall be displayed continuously during the inspection. b. The original unaltered cassette video tapes will be reviewed by the Engineer for focus, lighting, clazity of view, and technical quality. The inspection cpmpany shall maintain sharp focus, proper lighting, and clear, distortion-free viewing during the camera operations. Failure to maintain these conditions can result in rejection of the video tape by the Engineer. Any sewer line whose video -tape is not acceptable to the Engineer shall be retelevised at no expense to the City. c. Defects shall be described and quantified on the video tapes by the company doing the, inspection. � M'easurement for location of defects„ in sewer mains shall be at the ground level by means of a metering device. Mazking on cable or the like which requires interpolation for depth of manhole will not be allowed. Measurement meters shall be accurate to 0.2 feet. Measurements shall be taken from the center of the manhole and displayed on the video tape. d. A typewritten report shall be provided with the video tape. Each run sheet shall identify the segment being televised, and:,:the location of each service or defect with its appropriate clock position. �1 � l�l e. Upon completion of the project, the Contractor shall provide to the City the video tapes of each section of sewer line televised. � D. Measurem�nt and Payment ,. Payment for internal television'inspection shall be paid at the contract price per linear foot of sewer pipe D televised. Length shall be measured in place along the centerline of the pipe for each sewer segment. The contract price shall include all costs associated with internal television inspection, viewing, record logs, and cassette video tapes. � LJ CI l■'J LJ f#j CI C', CI L1 D-40 Vacuum Testin� of Sanitary Sewer Manholes: A. General: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. Execution: 1. Test Procedwe: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop- connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be 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 xhe manufacturer's recommendations. A, vacuum of ten inches of inercury (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 below. Height of Manhole (ft) 48-Inch Dia �anhole 60-Inch Dia Manhole 0' to 20' ZO' to 22' 22' to 24' 24' to 26' 26' to 28' 28' to 30' For each additional2' 2. Acceptance: 40 sec 44 sec 48 sec 52 sec 56 sec 1 min 4 sec 50 sec 55 sec 1 min 1 min 5 sec 1 min 10 sec 1 min 15 sec 5 sec The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of D mercury (1" Hg).after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitalile'material which confor.ms 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 and disposed of in a manner satisfactory to the Engineer. C. Payment: Payment for vacuum testing of sanitary sewer manholes shall be considered an alternative to hydrostatic or pneumatic testing. The cost of all material, equipment, labor, etc. required in testing shall be included in the price bid per foot of pipe in place � D-41 Samules and'O�alitv Control Testing: a. The Contractor shall furnish, at his 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 riine days prior to the placing of concrete using the same aggregate, cement, and mortar which aze 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 materiai 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 his 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 �ontractor 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-42 Protection of Trees. Plants, and Soil: All property along and adjacent to the Contractor's 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 the start of work. By ordinance, the Contractor must obtain apermit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871- 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the cunent formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public tree�'shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the�spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-43 Partiat Estimates and Retaina�e: Reference Part C(General Conditions), Section C8-8.5 Entitled "PARTIAL ESTIMATES AND RETAINAGE" shall be deleted in its entirety and replaced with the following: [�� L�J u O L�J L�1 fa.l ��I� t�l f!' l�l � l�l � l�'J LJ Partial pay estimates shall be submitted by the Contractor or prepazed by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be processed by the City on the l Oth 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 m�y 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 invoice 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 percent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be fve 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. Payment of any partial pay estimate shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same 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 Lhe specifications or other provisions of this Contract. D-44 Proiect Clean-un: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, c1Qan-up shall be done on a daily basis. Clean up work shall include; but not be lii�'ited to: � • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. D-45 Proiect Schedule: Contractor shall be responsible for producing a project schedule at the pre-construction conference. A copy of this schedule will be given to the paving contractor at the pre-construction conference. This schedule shall detail all phases of constructi�n and allow the contractor to complete the work in the allotted time. This schedule will also provide the Construction Manager with an estimated completion date of work to be performed under this Contract. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will stZrt even if the project schedule has not been turned in. Project schedule will be updated and resubmi.tted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. L�"J D-46 Schedule of Work & Partial Acce�tance: This contract shall be constructed in five sections in the following order of construction: Section I will be Edgecliff Road. Section II will be Malvey, Claza, East Lane, and Edgehill. Section III will be Wainwright. Section IV will be Westcrest and Odell. Section V will be McConnell and .Gordon. The Contractor will not be allowed to work on more than one section concurrently. As an aid to the ContractoY in the preparation of his bid, an estimated schedule for the water, sanitary sewer, and paving replacements for each section has been included at the end of the Special Conditions section. A breakdown of the water and sewer bid items has also been included. The schedule and quantity breakdown are for informational purposes only. Dates are to verified and/or updated at the pre-construction conference. ' � In order to decrease the lag time between utility and paving improvements, the City shall accept the water and sanitary sewer work by the sections noted above. This will not in any way constitute fmal acceptance of the work by the City nor a waiver of any of the provisions of these contract documents. Specifically, the Contractor will not be entitled to retainage payments until the entire contract has been completed and accepted. This `partial acceptance' shall also not release the Contractor from bonding stipulations set forth in the special and general conditions of this Contract. Specifically, the Maintenance Bond for all sections will not go into effect until final acceptance of all sections of Unit I. D-47 Contractor's Resnonsibilitv for Dama�e Claims: Part C— General Conditions, Section C6-6.12 shall be revised to read as follows: Contractor cove�nants and agrees to indemnify City's engineer and azchitect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold hannless 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, properly damage, personal injury, including death, azising 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 anv such inaurv. dama�e or death is caused, in whole or in part, bv the neQliPence or alleQed ne�li2ence of Owner. its o/'ficers. servants, or emp[ovees. Contractor likewise covenairts and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, °►vhether or not anv such iniury or damaQe is caused in whole or in part bv the neQlisence or allePed nesliQence of Owner, its of�cers. servants or emplovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, fmal payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Cohtractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. D-48 Working D�vs: ' - � • � Upon acceptance of any section of the work, the contract time will be suspended for three (3) working days before time is started on the next section. This is to allow time for the Contractor to move to the next section. a 0 � � � a � � � � � � � i � 1 1 1 1 D-49 6-Foot Diameter Drou Access Manhole Connection: ' Contractor shall connect the proposed sanitary sewer to the existing 6' diameter manhole as per the detail sheet included in the plans Payment shall be made at the unit bid price in the appropriate bid item . � �r. .� s � �r �r; �r. ,r■wr w�r � � � �e �■r �� r, r■■r: � � � � � � Q � � � � � � � � � � gp � � � � N m $ L � ��'e � � '��Lt $� df� � ¢ >` s�� •q o'�`' bb� b � s��.�^F�,��p s �8 V � � � B ;� � � €€� � � ��tY��m� � e�� ;� ��g�� ,i`i,� ��- � ��_g` ��oo ; �� i' �» o . �. s - � LS� _� � �~ • �.~3:�� i3c�c�� E h�� '0 mw °�� —��— �a �• � �a�a�� e�e�� ~ ��o�� 00 �qmb��^br�no��q��'��o�gg��3w�n N m $ � �'� � � o � � � � � 'g� � „'$'�oo . � .� � ' N Oi lV � � � � �� i �� i �� O O b b �' � � O ' b�'T�nN�� .- .-.� � �� 1�I�00Q � � . q x o � .�,..,a„ �.,.m„o,,,mmm.�o� ��g � ' i �� p� �� O O O� O O�� p � . ^ _ � �'W �N�O��.� � N �� y) y � 3 �O N �� - �.�� m � o �� p ' b' �C � N (,� ^ � '� A •- •- � L �'v,��N��p��i��r�p�pp�� Y Ci � � � � N � � � ' N � ' � � � � P � � ' � ' � b � V og �� n ...�n.�o .� � iG �v ^ � 29 �� ' < � � � ��F �g � � 5� FF-JFFJS q�^ LL LL Q LL LL �� a� � � 00�-fDO� S � � � o � � J J J r J J LL�� LL LL� LL LL LL � a{y a O�m�� `�J �� •• ~ o��g �N CI q� � �� i bb�y�f� �� i b b �' t� � �iY� � ��, � . �� ~� 0 0 ` f'ii � oR f'ii uS � m w ,�� '�� '�� . ��.`�.�. 3�� aa�a�amm �� Q ��`�NNY��f!/•RVN`�n�23m�m��a�'^$Fti-�1° � ,,,,,,,,,,,,,,,,,,,,,,,�,,..., 3` - ^p � �p � � � � � '1 w1nN � � �OOp � g��b Y! i; IV � � �� N�� p � Ny ^ f r � N� p O O^ N m� � q� + f�l � V'1 MI m � �V .,,.�,�..,.H.� �rmg��oo�� pb � � �p••!1'1 n�N'O�OOb �H •Ng • e YI lV O� �^ ' E V � , , � �� , , �� , �r� °.Raon � $ � �� a � — -- 3 �.��o �.ep��VM1 �Yf�gmC�00N��bQ p� O1 Y �m V ^ �ya � � � � � � � � � � � � � . � � � � � � � . . � . . � � . . ...1 �' � p � . � � � � � � � � � � � � � � . i � � � . � � � � � � � � Z V • � . � � � � � � � . . . i . . � � � � . � � � � � � � . � � S � � � � � �NMVh�D1�OW��Ylb'OONNNN^� NNN:�!)Vln a� .�NI�1�fb�Oha�M'��m��QjNNNNNNNNNl1 �� . PMS 167 (Copper) ,—. PMS 288 (Blue . ; ; 8� _ �� , , , , ; ; 3" '� 3' -1 5" % 3" , . . . � . ; , , . , ; ; 2.25"�._ _I ` ; . , , , , � o� T o TH , � . _ �� . � . T .�� . . � �'�c�c . � . �..�. . 2.25" O � N a 4.5" : � . , . ;� ;_. White ) ,� PMS 288 (Blue) ., ;� . , ; � %� '; 4' -1 5 �� , • %, , . , , , . , , ` % `•' , . , , , orz�, Wate� , . ; 3" 3.75" � , . � ri d s In A c�r o r�_ - 3.75" — �.--,�- . , N O � 4.5" i '/` / / / / .--� � '/j . �; � 3" Radius '� PMS 288 (Blue) / , / / � PROJECT SlGN Figure 30 09/18/96 Scale 1 " - 1' E2-1 Construction .� c �] C� 0 i� �1 C� � � C� �! G� t� C� C7 C� G� C� t� t� � � � C� �3 C� � C� l�! �1 �,t � � �J � 6� �1 L7 C� ID Task Name 1 Contract 99B 2 Section 1 Water and Sewer 3 Section 2 Water and Sewer 4 Section 3 Water and Sewer 5 Section 4 Water and Sewer 6 Section 5 Water and Sewer 7 8 Section 1 Paving 9 Section 2 Paving 10 Section 3 Paving 11 Section 4 Paving 12 Section 5 Paving 13 14 15 �s �i Project 98 CtP Template Date: Tue 5/25/99 � Duration I 183 daya 25 days 25 days 20 days 27 days 30 days 30 days 35 days 30 days 27 days 30 days �SeptemberI October � November December January 1February March Apiil � May � June J Start Finish 29� 5 �42�19�26I 3 I10I17�24I31 I 7 I14�21 I2�I 5 �12�19�26� 2 I 9 I16I23I30� 8 �13�20�� 5 �12�19�26� 2 I 9 I16I23I30I 7 I14I21 �28I 4 I11I18I25� 2 � 9 Wed 9/1/99 Fri 7114/00 Wed 9/1/89 Wed 10113/99 �' I I� I I I I� I I��}- waa �azo�s wed itivss �� I(� I I( I I I I I K�)— w�a �z�a�s Tue 1/11/00 �' I I I I I I I I I��}- Tue 1l18/00 Thu 3l2/00 („a � I I�I I((— I I, I I K�� Thu 3/9/00 Fri 4/28f00 ^ � � _ �lllllllil!llllli��--- Tue 11/9/99 Wed 12%29/99 ' ' --;��;I I I I I I I I I I; I I j I(�} Tue 12/28l99 Thu 2/24/00 � � -Ki i � O Fri 2/4/00 Tue 3/28/00 ' ' —ic�'�i��iiiii�i�iii�x�) Wed 3/29/00 Fri 5/12/00 —*��f I � I I i I � r�� Thu 5/25/00 Fri 7/14/00 �0,�'I I I�' I � � I � � � � �� . , . , �. �his Schedule is based on 16 Working Days per month � Task ��)� � � �+ �( � �� KO} Summary Rolted Up Progress Project Summary •'�°�� Progress Rolled Up Task �::::::':__:; :`:`:=:`:::: ::::;:� Split , , , , , , , , , , , , , , , , Milestone ♦ Rolled Up Milestone Q External Tasks �� :� �� Page 1 ;i. and access to all places of business and residence at all times.(reference C6-6.� GCD) 8. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6:6 GCD) 9. Trenches which lay outside existing or future pavements shall be backfilled above the top of the embedment with Type "C" backfill material. When Type "C" backfill maxerial is not suitable, at the direction of the Engineer, Type "B" material shall be used. All backfill ma.terial shall be compacted to a minimum of 90% proctor density by means of tamping only. Trenches which cross under existing or future pavement shall be backfilled per Fig. "A" with 95% proctor density by jetting, tamping, or a combination of such methods. lO.Rim elevations of the proposed sanitary sewer manholes in repaved streets are shown as final finished grades in these plans. They shall be constructed to 15" below final finished grade by utility contractor and adjusted by paving contractor in accordance with Fig. M of the special contract documents. Concrete collars shall be installed where indicated on the plans per Fig. 121 of the special contract documents. Manhole inserts shall be installed in all standard four foot and standard four foot drop access manholes per E-100-4 of the special contract documents. Standard four foot diameter manholes sha.11 be in accordance with section E2A, Fig. 103 and Fig. 104 GCD, standard four foot drop access manholes per Fig. 107 GCD, and shallow manholes per Fig. 106 CrCD. 11.The top of the water lines sha.11 be a minimum of 3'-6" below the top of the curb for 12" and smaller mains except where otherwise shown on these plans. 12.All water meters shall be placed or relocated 3'-0" behind the face of the proposed curb or as directed by the Engineer. 13.All existing water services shall be replaced with 1" minimum copper tubing unless a larger size is indicated on the plans. Corporation stops shall be fully opened prior to trench backfill. Curb stops with lock wings shall be tested for full flow when the system is pressure tested. Extend 1" water services to those lots where no water services have been extended to. Locate these services at norn�al locations or as directed by the Engineer. a.The norinal location of water service lines shall be 5' east or north of the center of the property frontage. b.For 40' or less lot frontage, all water services shall be placed 18" from the east or south property line. 14.All sanitary sewer services encountered shall be replaced to the property line as directed by the Engineer. � L�J � l�J � L�J �� I GENERAL CONSTRUCTION NOTES Applicable design and details shall conform to "General Contract Documents and Specifications for Water Department Projects" (GCD) effective July 1, 1978, with the latest revisions. 2. All horizorital blocking, cradle blocking, and vertical tie-down blocking to be in accordance with.Fig.(s) 9, 10, and l lofthe GCD. 3. Fire hydrants shall be located a miriimum of 3'-0" behind the face of curb per Fig. 5 GCD. 4. All gate valve installa.tions for sizes up to 12" are' to be per Fig. 3 GCD and sizes 16" and larger Fig. 4 GCD. S. The proposed water ancl/or sewer mains at times will be laid close to other existing utilities and stru�tures both above and below the ground. The contractor shall make necessary provisions for the support and protection of all utility poles, fences, trees, � shrubs, gas mains, telephone cables, TiJ cables, drainage pipes, utility services, and all other utilities and structures both above and below the ground during construction. It is the contractor's responsibility to notify all utility owners prior to any construction in � the area and verify the actual location of all buried utilities that may or may not be shown on the plans. The contractor shall preserve and protect all underground and overhead facilities and be responsible for any damage he may cause to them. aThe Contractor shall contact the following @ least 48 hours prior to excavating at each location: lRl � I'� ��1 J Fort Worth Water Department Field Operations Fort Worth Transportation & Public Works Light and Signal Division Lone Star Gas Company �Texas Utility Service Company Southwestern Bell Telephone Company Texas One Call-Fiber Optics Location (MCI, AT&T, Sprint, etc.) Marcus Cable T.V. 871-8296 871-8100 Metro° (214) 263-3444 336-2328 Enterprise 9800 1-800-245-45�5 737-4731 6. Contractor shall verify the elevation, configuration, and angulation of existing line � prior to construction of tie-in materials. Such verification shall be considered as subsidiary cost of project and no additional compensation will be allowed. Elevation adjustments at connections may be made with bends, offsets, or joint deflections. All o nonstandard bends shall be made using the closest standard M.J. fittings with the required joint deflections.(deflections not to exceed manufacturer's deflection per joint) a7. Contractor shall keep at� least one lane of traffic open at all times during construction � �w r�r�t s � � � 1� 1�■�t �■I �r � rf■� +�■■r � � �■w �r �t � w � cfl � a a a � � a � � W �/// N0.3 BARS ON .24�� CENTERS 80TH WAYS �WITH MIN.2 BARS LONGITUOINAL IN OITCH �CLASS "A�� REINFORCEO CONCRETE EXISTING CONC. EXISTING PAVEMENT REPLACEMENT PAVEMENT CURB B�GUTTER \ SAW CUT , � �. . �► a � . . • . . ,• � : . - _ . , . - �: , . , . .; • •. ' • , .. ' .,,,,� • � • . � . � _ .. •. ; - . �.� . ..� . o• o00 � �c�6 . e �'• • � � . ' �oi':� o�o�� Z o 'oo"' �o aoo oo�•' � ,(,L�Ll�j/j/%� . . . . , oo _O. O o 0 5 04.$ � O�� ! �a � CRETE —� (IF ANY) - - WALL� PROPOSED FACILITY INSTALLATION PIPE - �ALL TRENGFI tlAGKtILL SMALLLEXISTING BASE � MEET REQUIREMENTS FOR (IF ANY) GRADATION B�COMPACTION AS �� SPECIFIED IN ITEM 402 OF THE ' � ' STANOARD SPECIFICATIONS FOR • � CONSTRUCTION PU9LIC WORKS � ' UEPT.,CITY OF �ORT WORTH,TX. OR BACKFILL AS SPECiF1ED IN SECTIONS EI-2 8� E2-2 OF THE SPECIFICATIONS FOR WATER DEPT. PROJECTS,FORT WORTH • � •' `WATER DEPT., CITY OF FORT . WORTH,TEXAS. EXISTIN� CURB EXIST CONC. 9 GUTTE PAVEMENT . SAW CUT� ..� . •� r .' e' . . .-�• >� • � . .. .; . � v • '� • '- .� � . . . f�.i�//�� ///�i NOTE3= N0.1-REINFORCED CONCRETE PaVEMENT N0.2- IF STEEL EXISTS IN CONCRETE N0.3- REINFORCEO CONCRETE PAVE- SH41L BE REPLACED TO ORIGINA� „ PAVEMENT TO BE CUT,THE STEEL SHALL MENT WILL BE REPLACED OVER DEPTH OR TO A MINIMUM DEPTH OF 5 BE CUT a SALVAGED AS POSSIBLE. A M1N- TRENCH,AS SHOWN, IN THE EVENT WHICHEVER IS 6REA7ER. IMUM LAP SPLICE DISTANCE OF 12�� NON-REINFORCED CONCRETE N0.4-.BEOOING OF PIPE TO MATCH SHALL BE PROVIDED. PAVEMENT IS REMOVED_ ADJACENT SECTIONS OR SPECIFI- CATION 402,WHICHEVER ' IS GREATER. TYPICAL S ECTION-TRENCH REPAIR DELE EDIFCALFRTHESP CFEED CONCRETE PAVEMENT RE�-6-I-76 THICKNESS ,QF, 2�27 IS AODED TO REV.-11-I-79 THE CLASS A CONCRETE. CITY OF FORT WQRTH,TEXAS REV.-12-15-80 i RANSPOR�ATION/PUBL IC WORKS REV.-g-30•-82 FILENO.C-3226 ENGINEERING DIVISION REV.4-84 FIG.t , ;, ; - ,_ ;-�..-- :,- /�/�/�/� � " , � 0 � � [%IiT. CY11 • iUTTt11 � ::, r N�TEf c � l.27 CONCR[TE �tALL �E 1MST*Ll[G A r1/L OF �" KLAM �OMOM Of EIfIST. M.M,I�C. MVEMENT, � ALL [XqT. Af/'IMCT fNA�IL K� 1lE/�IACEAD �yC� �TNE OIIAIOWiL 0[27o IMIlMIIGRAOEDM SUR�C� COURSE. � �[OOIM• O/ ►1►[ TO MATCN AO�AC[MT •ECTIOM OR �EdFtCAT10N 40t, MM1CN[V[I! li M011i iT1tM�[NT. ' 0 ON YA�WRMO�TI�M NIO�CT [NMN[OI OR 0[fl�l[!1 MUR [YALJIT[ TI� /ULL'MD'TN � [l0lTM� ILILAC MVDKNT �� TO TNCIOtif�Cp�fiqlM � A�JT� TO MITMiTAIq CONtTRNCTqN LOADMI�. Ir A1�O�IIIAT[�TIt rULL MpTM Of N�Jf�C[ �IIALL K R[YOV[0 � 1�►lAC[0 MfTN AIMOrR1AT[ TR[ATI�NT TO [XI�TiN� �A�[ 01l ftlNllAO[ YAT[RIAL. . � � [� tItI�T N.YAC, \ �UII/�C[ [%�ST CUQ� • �UTT[11 � ��_ • ! � t7 CONCRETE ' • •Ll T1IEMCM MCR/Ill SIMLI Y[[T (xIST �AS[ • • REO��REY[MT! s011 •11AOATpM Af10 . COY►ACTIOM A� �ItGIFI[� IM IT[Y 1pt QI TM[ •TAND�It� �►[CIItCA' . . TIOM /011 COU�TRVCTDM. ►Y�L IC • rORlt• D[►T., CIT� 0/ �ORT �ORTM � T!%�! OR• sACRfILL Af S'EC1FIf0 IN SfCT1pNS E V 2 ANO E2- 2 0/ Til[ f�[GIICATIOM• �011 rATEl1 D[►IJIT- • Y[MT /IIO�[CTl, I'OAT NOIITN N�T[R . OE►T,C�Tr Of i01lT w011TN. T[It��. • � ` `►110►OKO I�CWTr NItTA�LATIOM ' .. - • . ►1►E • ' � �, • qTCN WALL � a a � � a TYPICAL SECTION-TRENCH REP�41R � g � W TYPICAL H. M. A. C:�SURFACE WITH S01� BASE w CIT 1' Of fOR� MqRTM *�"� "s"'u�T�e caNCRcn aev-e-so-ex �' TRANSP�RTATION/PUBLIC WvRKS DEPT. R�'��—�—T� f/I. I c� FIN Iio. C-3229 EMt/AtfE'Rll� D/Y/�/ON �►-i:.�e�o r� R� �'�1 �� ---� l►�—M\ r� �""'� r� �� ri e�� "`� �r� �9 � ar—i �4 t'-� :c[ woTc � �nor � I i � � EXCA�/ATI�N, BACK�ILL AND PAVEMENT REPAIR � UNDER �XISTING STREET�S MIN, 2' H❑T ❑R C❑LD MIX ASPHALT, EXIST, STREET PAVEMENT m � r j :.. . . . .�� ' •a . : ' •• ' . �. . d � � •' � • . . • . . . , ::.� :, : . . . • ,�' .. EXIST, BASE � SAND MATERIAL• EMBEDMENT SEE SPEC, E1-2 , ,:., . . • :;.. . . : h . . .. y. • • . . . .y.; . . . ' ':.. :. . .. ti . . � . � . : .::;: � . .. . .,.: . . • .4 •' � . , .•y ~ ~�`. .. •• . `� �/ • • • I . . ' 1 •' . TYPE C BACKFILL SEE SPEC, E1-2 1'-6' MAXIMUM MINIMUM 6' SAND EMBEDMENT C❑VER IMUM 6' EMBEDMENT � INCLUDED IN LINEAR �F❑�T BID PRICE ❑F PIPE �IGURE A CWATER SIZES UP TO & INCLUDING 1z") 0 -TEMP�RARY PAVING REPAIR SH❑WN - F❑R PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPECIFICATI❑NS, 1IN� 6' CUMPA�TEli •. (/ j�� j• j�/ j•��•��j� 'LEX-BASE MATERIAL��/'% //.�j//�' . � • � . . �ii.•.;�i�.. ;�-�i./ „�/./,,}// ,, �://.. ;� � . . %�' ' . : I ` •• , f '• d. . BOTTOM ❑F TEMPORARY ❑R � � ' • %•' ' '° ' PERMANENT PAVEMENT REPAIR �• , �' . ..' . �' � ,�' NTS REV: MARCH 25, 1999 L^J EXCA�/ATI❑N, BACK�IL� AND PAVEMENT REPAIR UNDER EXI�STING STREETS MIN, 2' H❑T ❑R COLD MIX ASPHALT— EXIST, STREET PAVEMENT —TEMP❑RARY PAVING REPAIR SH❑WN — F❑R PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS �R SPECIFICATI�NS, a , .. ,. ,. „ ,. „ „ ,. ,. � ,. ., ,. .. „ ., .. ,. ., „ ��/// c o c c c c a c o 0 0 0 o c o o c c o o c c c c c c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 0 0 0 0 0 0 0 ,�/. /� NfIN.' 6 C�IMP CTED �� j�� ;' ' • , • �FLEX-BASE MATE TAL �� • � : • • � . . •�� -a . : �:� � • ��.�..-,��.�,�-,��. ,�,�4>��!,��!, . �; . . . .�� ... . . � �.a.... �. „�..�. . . . , .. .. � a. `� ''• .':.• '•�_' : � • • B❑TTOM ❑F TEMPORARY ❑R � ' • �•' '• . . ° ' � ; �, • , .. ' � ' PERMANENT PAVEMENT REPAIR .�• , � � . ..' . ' � .�' �XIST, BASE � SAND MATERIAL� EMBEDMENT SEE SPEC, E1-2 �� 1) SEWER — MINIMUM 12'--� SAND EMBEDMENT C�VER 2) WATER — MINIMUM 6' SAND EMBEDMENT C❑VER MINIMUM 6' EMBEDMENT� • •� •• ' � � . � � � �TYPE C BACKFILL : . � � , . . .•,'• . '. SEE SPEC, E1-2 . ' ' 1'-6' MAXIMUM . . . . " �• ,. ' . :��' . � �' � ` � CRUSHED ST❑NE Q� � ' ` � SEE SPEC, E1-3 : :;••. Qti � . _:� •; :; . . ^ ... •. ..: :.:��. ':.'.'"'' ��'' :. ''#, ' •. ^.�::::�` :: ;.. .. ,, ., ' . .'.�•• � INCLUDED IN LINEAR F❑❑T BID PRICE ❑F PIPE �IGURE CSEWER; ALL CWATER SIZES 16" B SIZES) & LARGER) NTS REV� MARCH 25, 1999 �e a � p � � a a � a � � s rA��T DIi9 T a r � 0 4.0' N I � � /�� \. • � �- . , � � ' � / .,.-- -� ` _� . 3 " TYP . � .� � ' � � ��. �� ' � �. � � , � . % � � - 1 \. �, ' l � � � ,..`� � ,� �/,'�� .� , �� . � ,, . .. ��,.`;..!_�' / � A � - � � � . .� ,; . , ,�,1 . _, , CONC. COLLAR 3/4" CHAMFER TYP. HEIGHT VARIES� � 8-�4 REBARS �TYP. USE 3000� CLASS A CONCRETE... � 0 PVNT. PVN7. � .,, � � � � f� � G.� G�♦ �� . � � �i�!� � . . ., � . CASE ! CASE 2 : : . . � � CASE ! � COL L�lR SHAL L EXTEND TO TOP OF 2.' 27 CONCI9ETE (R£BAA RE0.1 a L�! � � � �J CASE 2 /" COLLAR SNALL EXTENO 3' BELON BOTTON OF L OI✓EST GRADE f�ING (REBAH REO. � �RADE RINGS� AAM NECK SECTION A � • . ;� ;►, � GROUND ' � •` �%ill 'li %I illll��lll � I��, ■ � 6 MIN. � . . 3" MINIMUM '� � � HEIGHT VARIES FIGURE 121 CONCRETE MANHOLE DETAIL COLLAR E1-20.21 MATERIAI. E2-20,21 CONSTRUCTZON 5/18/90 3/05/9 3 a 1 l 1� �� . ' .Exisf C�b. ��,. � � i,. i� . � � ', � �� ' � "-- ;� -- �' , , �� . �' �' � �, � �-ss - viau�.rs==:s•�� E,r:a} �¢rQ� i�d[/�% '� Se� �atdi/ %r - �� ' T¢rn/�. St�vic¢ '� ��SiiZLi?iliiS Y • ` � � � Conna cl�on. ,�cti �iiY?ii�d'J'21 � � • ' 1� 11 i� �� ;�'a •�C . `;� �► be �; � h� -: r ss � ss�sisrrr � � •h � , �� Cr� ��t1 C: � ;� . ►�ti � +i� " ;; '�' �� ' I I i;.Y?��!!iS Y,:?L��i 7� .V "��--.i ..!='!ii S�t�l V � ' ` � e 1� ` C h Q '` � � e � �s. � � Q` �� N To .Fh! Ou�•frrt /'o� Tern,o. �-- iK9�it�' Su,o.o �y %Q/T��. SQ/'✓%CQ� . �� 2" G.�/r ioi�o¢ � � �� ,i e • �� " � . �� ssass:�aa �ss�a7� II � � •, a �:: r z � i=r� i=•.-.; � ` e �� e „ �� , .� �, �� s�t ��ie:/ /"o� �` /n/trsec%ii Crosai�� . !� ��.s; -:,,�:y�`•,;;,�;sr�, � �;.•,., ,4,•.:�'.• ..�7t+'�►+•�%: ' `;� -.� _ r+� '1.�._ �... . _ '�<: �y_ _ .�,,,,�r" � GITY WATER OEPARTMENT FORT WORTH, TEXAS rr,o�c�� .�i�v B 1'—oASS LA3�OUT �"/GURE 1 E'.risr Cb. �l �� 9 -.r. R� 0 � �`� „ ,��` � - - �.„.q.i-►.,�„��_ _ ` �, -• .'+�. '�'■ "� � � LI �J ��,'►/� ,..�,, Ao��.or� �s, � �o sr. ,o,.�� '�--h'c��se .,_ �' � W77�j�,�G1� w � ~Q�'7?Cv O��`'Q1'iQ� a�". Q p� � xc' ,oryro� f �'''o�r, ��de b''� Co��,.��crs �i� �¢ o� C 1 TF y�,�TE f p ��T w��T H ETEX T ME�T � . �� '� S � � �� . ��'-qi � ��Fcr .�`/ � � L ; ��N GU,E',E' c' ., I 'f'ev, q - �7. e�7 oo''ar�'c,�ro� .w'o� f �' assr��SQ . iw� Qvd�lva+�,/r ----�j ,:�",,,,-��,,,,a- �9`�!" �_ ��... J � ' , � � � � Exisf �v%n9� ..�.� ��i� - I i e A,?,�hc+/1 0 �6 "M�4X. •C �: s _ 2"G�/✓. �i�¢. / , , � l S>d»,oFs�d, Finishad 2 •6. �/5"'r.4ba/'ii�q fQ/�. JG "l�✓idQ: CiTY WATEa DEPARTMENT � FORT WORTH. TEXAS ��rERSECTiON CRo SSii1l� L� E T.q /L F/GU�PE 3 �Pev. 9 -/2 -90 � 0 0 �. = �� I � '' —_ ` I / �, � /r ..�—� � D % �' --� + � � \ 1 ``Pcr E� \ �� . � �� _ �. � I OMinimum 2rows . D p�e}onr�ed bifumaStiC joi Sea/ar�t,(Rarn-Nek ora�pr equa/�. D r �'iMOli�iftC CovflbYt''! O/` � A.S, T. �!, C-47Q,o�,ecast �Y�r,�irCsd .+�is/io�¢ s¢o�ion9 0� aqWl, .PQ�.''-C�-z'-/�i a r • ' . a �� . � �� /�1 ~ D aG.�oa�(.;�' _:: ��'iNfO��' i�/`iII►Q �q0� t�� O�ci. cova�, ¢�w! fo .Ncit��is lsy �: lroA Avor�Fi� :: � �� /o..ae�A.ii�w��.f.cor�c��pick•• •, S/ots o�►pickJaa�s, Ref: E2-14, :•'. ,. . � � ._.':�� ' � I 1 � '� �: � ,:: � � � I� ' p ,,_ _.,.� `•' � I I '�, I '�:;.•. . .':, i �• t �� ;'� '�t .; � ; :� r::�s �: : �� '' i ';; n •� � 'i;:. � '` �; I � I : ti' . ;: � . ._. :�T tnc/i w�rd� C'Oif c! Cr�d/c � : PXf!/ld �O .t. fJ��O! �Q IY :� .�, . ' � +� �� :r�/oritr �v�fii di.nth� �', �Ptiot , �:. ,.. :: 6 ~.MIN. `f �� o.�¢e��f> _ j : , . �- . . . .. . � ...� �-�. i � :+ �� 0 •� �•�• � t , � — � ,. . O ., Q .• • : �. �:` �' �,•�' ' d •t�.•'O•.0� •��r. o. . . • •��:•'. 0; ' • , p: ; . �0 , . � �.q;� + � r► u'T= L"`11� T M,�. !�� .�v V.r�y r�. ' • : : -•� . • . V• •. .•. . .•�•: ' , :o;, :•�•. �'• pr`;o :o,; '•'o,':. °�• r:: :o '�'0 . „ n' ' 0 0.' � , •, o: , :� :•a''..; ; :�0:"•' •'t I;:: �• :.� %.•.: .,: j: •,,. Clgs,s� F lQo00 �J Co�c' t�¢ —.-� d"iilJ/y � �' Q 0 F/GU'�E M, �TA�4/D.�.PO �l�it/iS/O.C,�' ioi�ac'�d� �'Ao�vr�� t��:=;. � ' •: ��a:E ..•AG�•.-�:�,�.., . y Ei-14 Materia,l E2-14 Construction , CITY OF FORT WORTH HIGHWAY COI�ISTRUCTION PREVAILING WAGE RATES FOR 1999 AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN , FLAGGER ' • FORM BUILDER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB FORM SE'I"I'ER-STRUCTURES LABORER-COMMON LABORER-UTILITY MECHANIC OILER SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE � CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOCJNDATION DRILL OPERATOR TRUCK MOUNTED FRONT END LOADER MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADER OPERATOR PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER WAGON-DRILL, BORING MACHINE REINFORCING STEEL SETTER-PAVING REINFORCING STEEL SETTER-STRUCTUR�S STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE $9.00 9.55 8.80 11.51 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 8.94 12.68 10.17 9.41 11.00 8:98 11.50 10.29 10.30 8.'72 10.74 9.25 11.13 10.42 9.00 10.39 10.50 9.92 11.04 10.00 11.83 9.96 8.62 1030 11.97 10.96 7.32 9.06 8.59 8.48 9.63 10.58 9.15 8.83 12°.00 13.21 1331 14.80 10.00 7.32 � � L�J l�f L7 � l!I .'J �� J � � � 0 � � 0 C�l TRUCK DRNER-SINGLE AXLE LIGHT TRUCK DRIVER-SINGLE AXLE HEAVY TRUCK DRIVER-TANDEM AXLE SEMI TRAILER TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRNER-TRANSIT MIX TRUCK DRIVER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER 8.965 9.02 8.77 10.44 9.47 9.00 7.32 11.57 0 � � � � � � � � � � � 0 � � � � � � � � � � � r�� C] �7 � �? � � �J �7 L� CJ �! C�l �3 U �l C� �J �� I�I �� 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 DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT .- OMITTED .................................. ASC-19 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR - OMITTED ..................... ASC-22 DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTlON ..................... ASC-25 DA-8 MANHOLE REHABILITATION ITEMS - OMITTED DA-9 SUR�ACE PREPARATION FOR MANHOLE REHABILITATION - OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM - OM(TTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM - OMITTED DA-12 INTERIOR MANHOLE COATING - SPRAYINALL SYSTEM ......................................... ASC-27 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-29 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER - OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM .........................................ASC-32 DA-16 RIGID FIBERGLASS MANHOLE LINERS - OMITTED DA-17 PVC L1NED GONCRETE WALL RECONSTRUCTION - OMITTED DA-18 PRESSURE GROUTING - OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES - OMITTED DA-20 FlBERGLASS MANHOLES - OMITTED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES. - OMITTED ... ASC-35 DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .- OMITTED ......................... ASC-35 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .. - OMITTED ................................. ASC-36 � DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE - OMITTED � DA-25 GRADED CRUSHED STON�a�- OMtTTED U� DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE - OM(TTED � Dov�vss ASC-1 � � � M l � � � � � PART DA - �iDD(TIOf�AL SPECIAL CONDITIONS 9. Payment shall be made at the Contract Unit Price for each sanitary sewer cleanout successfully repaired. Payment shall be full compensation for all materials, equipment, and labor required to perform the work. DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL: 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-12 and DA-13) and the Manufacturers recommendations and specifications. 2. Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. � ►.� � Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: a1. Scope: This section governs the materials required for completion of protective coating of designafed structures. � � O � � � a � 02/11/99 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wafl as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 ASC-25 Lon� Term Value 5,000 psi 10,000 psi 550,000 psi PART DA - ADDITIONAL SPECIAL CONDITIONS General: Protective coating shall not be installed until the structure is complete and in place. � 5. Mixing and Handiing: Mixing and Handling of speciaity cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: 1. � 3 Preliminary Repairs: � � � ,� L�l � a. All foreign materials shall be removed from the interior of the structure o using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed siep holes, and voids larger than o approximately one-half (1/2) inch in thicfcness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: a. L7 The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the -trough. The top of the structure shall also be coated. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) 2) 3) The surface shall be thoroughly cleaned of all foreign materials and matter. Place covers over the invert to prevent extraneous material from entering the sewers. If required for filling or leveling, apply specialty cement product to provide a smooth surFace for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. oti� ��ss AS C-26 � � � � � � � � � � � � � � � � �'�RT DA - ADDIT{ONAL SPECIAL CONDITlONS 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active fiow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-12 INTERIOR MAPIHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. 2 3. 4. Scope This section governs all work, materials and testing required for the application of interior manhole �oating. Manholes designated for interior coating are listed on #he Manhole Rehabilitation Schedule, listed in Part I. Interior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. Manufacturers Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes 0 shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. aB. MATERIALS Q02/11/99 ASC-27 PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Scope 2. 3 n � This section governs the materials required for completion of interior coating of manholes. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material ldentification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Propertv Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 Mixing and Handling Lonq Term Value 5,000 psi 10,000 psi 550,000 psi Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor .to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thorough4y familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION 1. General � Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole repfacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 02/1 i/J9 ASC-28 lRJ � 3 � � PART DA - ADDITIOfVAL SPECIAL CONDITIONS Intenor Manhole Coating :� � The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. � 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, o degreaser, or other solvents as needed in order to remove any film or residue on the surface. � �I ��I .. �sJ � 1 �R I � � � � l�J 2) Place covers over the invert to prevent extraneous material from entering the sewers. � 3) App1y a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1s or Reliner MSP). Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for perForming the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINlNG SYSTEM: �j A. GENERAL !.3 1. Scope a 0 oa�»�s ASG29 PART DA - ADDITIONAL SPECIAL CONDITfONS � 3. 4. This section governs all work, materials and testing required for the appiication of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. Manufacturers Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. - 2. Interior Coating . Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement Q 5. The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. Mixing and Handling ozi»�s ASC-30 � � � a QC � D 0 � a a � � O � � � a (-� 02/11/99 �,� PART DA - ADDITIONAL SPECIAL CONDITIONS Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at a!I times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures 3. Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule listed in Part I. The interior coating shall be applied to the manho(e from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) Afte� the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure iime or be set hard to the touch, before being subjected to active flow. ASC-31 PART DA - ADDITlONAL SPECIAL CONDITIONS 6) No appiications shali be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. � Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TESTING� OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYS7EM: A. GENERAL 1. Scope. This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed in the Manhole Rehabilitation Schedule, listed in Part 1. Interior manhole coating shall meet the requirements of this Section or of Section D-27, D-29 or D-30. 2. Description. The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3 4. Manufacturers Recommendations. Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers recommendations. Manholes. Manholes to be coated are of brick, block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled-on coating over the original interior surface. B. MATERIALS oti»�s ASC-32 � a ,. � � LJ LJ � � � a� C�� PART DA - ADDITIONAL SPECIAL CONDITIO�IS Scope. This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating. Strong-Seal Systems NIS-2A , factory-blended, cement-based , fiber-reinforced coating as manufactured by Strong-Seal Systems of Pine Biuff, AR. No material (other than clean potable water) shali be used with or added to Strong-Seal MS-2A without prior approval or recommendation from Strong-Seal Systems. 3. Material Identification. Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling. Mixing and handling of interior coating, which' may be toxic under certain conditions, shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contract�or to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the coating operations. EXECUTION: a2 � l�7 L■J General. Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction is complete. Preliminary Repairs a) All foreign materials shall removed from the manhole interior using high pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them 1° below the surface of the manhole. b) All unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1/2) inch in thickness shall be filled with rapid- setting, trowel-applied patching compound prior to spray application of the MS-2A coating. � c) Active leaks shall be stopped using rapid-setting hydraulic cement products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. a Grouting shall be performed in accordance with Section D-31. Contact Strong-Seal Systems for grouting recommendations. l�' � 02/11/99 d) After all repairs have been completed, remove all loose material. ASC-33 � PART DA - ADDITi(�NAL SPECIAL CONDITIONS 3. Temperature. Normal interior coating operation shall be performed at temperatures of 40 Degrees F or greater. No appfication shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90 Degrees F, precautions shall be taken to keep mixing water below 85 Degrees F, using ice if necessary. 4. Interior Manhole Coating The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. (1) The surFace sfiall be thoroughly cleaned of all foreign materials and matter. Cleaning shalf be accomplished by using high pressure water spray (minimum 3500 psi). � L�J (2) Pface covers over invert to prevent extraneous material from entering the sewer. 0 5. (3) The surface prior to application shall be damp without noticeable free water droplets or running water. MS-2A material shall be spray applied (using a manufacturer approved application machine) to a uniform thickness of 1" minimum. Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. a) The interior coating shall be applied to the manhole from the top of the bench/trough to the top of the corbel or flattop, including the bench/trough. � � � � b) (4) The application shall have a minimum of four hours (4) cure time before being subjected to active normal flows. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. - (5) Traffic sha11 not be allowed over manho{es for 12 hours after reconstruction is complete. U Testing of Rehabilitated Manholes a) Testing of rehabilitated manholes for water-tightness shall be perFormed by the contractor after operations are complete in accordance with Section D- 32. b) At least four (4) 2-inch cubes of the coating material shall be taken from each day's work with the date, location and job recorded on each. The cubes shall be sent to Strong-Seal Systems, Pine Bluff, AR, for testing. A compression test will be made according to ASTM C-109, and the results will be furnished to the engineer and the owner. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per each manhole coated. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing necessary to complete the oy� ��9 ASC-34 � � � PART DA - ADDITIONAL SPECIAL COf�DITIOfVS work. Grouting, if necessary to stop active leaks in manhole well areas, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by the Manhole Rehabilitation Work Schedule or required to be done by the Engineer, stiall be paid for separately. QDA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a Dparticular stceet. 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. �] � � � � � � i�l L�!' '�� I � I�i 0 �I � It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the c�vered manholes and valves and expose them for lafer 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: Companv Telephone Number Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light and Signal 338-6275 336-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield 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 tirne within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for 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. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. �"Type D" mix and oa�»�ss ASC-35 PART DA - ADDITIONAL SPECIAL CONDITIONS compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surFace shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: The reinforced concrete pavement surfaces shall be sp�ayed uniformly with a membrane curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The 02/11/99 ASC-36 LJ � � L�J WATER OEPARTMENT D �� li � � �� SECTIO�J E SPcCIFICATIOiVS JAiVUARY 1, 197ti All materia]s, construction methods and procedures used in this project shall conform to Sections El, E2, and E'lA of the Fort Worth Water llepartment General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections E1, E2 and E2A of the Fort Worth Water Uepartment General Contract Documents and General Specificaiions are hereby made a part of this contract documant by reference for all purposes, the same as if copies verbatim nerein, and such Sections are filed and kept in tne office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worty�. INDEX E1 � LsJ EZ E2A MATERIAL SPECIFICATIONS CO��STRUCTI ON SPECI FI CATIOi�S GENERAL DESIGN DETAILS Revisions as of April 'L0, 19�1, follow: O E1-2.4 Backfill: (Correct minimum compaction requirement to 95ro Procter density and correct P.I. values as foliows:) c. Additional backfill requirements when approved for use in D streets: 1. Type B Backfill (c) Maximum plastic index (PI) shall be t� Z. Type C �ackfill — � (a) Material meeting requirements and having a PI of 8 or less s(�all be considered as suitable for comaact- ion by 3Atting � (�) Material meeiing requirement and having a PI of 9 or more s;�all be considered for use only wit;i — rr�eciianical compaction - �� E'L-2.11Trencli �ackfill: (Correct minimum compactior► requirement wherever it appears in this section to 95% Procter density except for paragrapn a.l, wf�ere the "95� modified Procter density" sha11 remain unchang�a). 1 'J � SECTION E1Q0 - MATERIAL SPECIFICATIONS � MATERIAL STANDARD E1Q0-4 JANUARY 1, 1978 (ADDED 5/13/90) �1Q0-4 WATERTIGHT MANNO�E INSERTS E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight gasketed manhole inserts in the Fort Worth sanitary sewer collection system. , E100-4.2 MATERIALS AND DE$�,�[(: a. The manhole insert shall be of corrosion-proof high density polyethelene that meets or exceeds the requirements of ASTM D1248, Category 5, 7ype III. b. The minimum thickness of the manhole insert shall be 1/8". c. The manhole insert shall have a gasket that provides positive seal in wet or dry conditions. i'he gasket shall be made of closed ce�i neoprene rubber and meet the requirement of ASTM D1056, or equal. d. The manhole insert shall have a strap for removing the insert. The strap shall be made of minimum 1" wide woven polypropalene or nylon webbing, with the ends treated to prevent unravelling. Stainie�ss steel hardware shall be used to securely attach strap to the insert. e. The manhole insert shall have one or more vent holes or valves ta , release gasses and allow water inflow at a rate no greater than 10 gallons per 24 hours. E100-4.3 INSTALLATION: � a. The manhole frame shall be cleaned of all dirt and debris bef�re � placing the manhole insert on the rim. b. The manhole insert shall be fully seated around the manhole frame rim to retard water from seeping between the cover and the m�anhole frame rim. E100 (1) r� � �� C � f�l � L�J f �J I�I � ��J ��J �� i!J � �� I� � � l�J CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW 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 PW53- 060530175580 & PS58-070580174740 WILLIAM J. SCHULTZ, INC. DB/A CIRCLE "C" CONSTRUCTION. COMPANY CONTRACTO � By: /`�ieS/ a�in 7' Title 9, �- 9 9 Date STATE OF TEXAS COUNTY OF TARRANT 0 � BEFORE ME, the undersigned authority, on this day personally appeared G/, //;e�, �7'�So��/z, known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of 1/%/,0„� ,7��'�a�zS�. d6 a for the purpose and consideration ci�we Gonsfruetci, Cnrn an y therein expressed and in the capacity therem sta¢ed. �✓ / GIVEN iJNDER MY HAND AND SEAL OF OFFICE this �'��' day of p�A�¢m6P� .19 4�9 . � P 2 "A °e, TERESA S. SKELLY * � Notary Public � � STATE OF TEXAS oF �c�' My Comm. [xp. 07/12/2002 �hT�TNV W J /�� s � Notary Public in and for the State of Texas IJ _ ............................. ��-_,. �� BOND NO.: 5994582 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 Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA. a corporation organized and e�sting 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: **Seven Hundred Seventy-Four Thousand, Five Hundred Twenty and No/100** � ($774,520.00) 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. L. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Princi ente o a certain contract with the City of Fort Worth, the Owner, dated the day of �� 2� �, � A.D. 1999, a copy of which is hereto attached and made part hereof, for the construction of: 1998 CIP Various Locations Contract 99B Unit I: Water & Sewer Replacements - designated as Project No.(s) PW53-060530175580; PS58-070580174740; D.O.E. Nos. 2028, 2014. 2013, 2016, 2012, 2003, 2022, 2023, 2024, 2020 a copy of which contract is hereby attached, referred ' to and made part hereof as fully and to the same e�ent as if copied at length herein, such project and � construction being hereinafter referred to as the "work". 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 ' ' � � � 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, e�ension 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 �,',; :; �', �;�� , A.D., 1999. - ATTEST: � � �, (S E A L) W LJ �' J � � / � /��a,� S . �! � ..Gi Witness as�t�i Principal �'o �j�x yn_.3,z �' /-�, � /,;,�, /� T Ts ��u (Address) � ATTEST: (Principal) Secretary WILLIAM J. SCHULTZ, INC., DBA CIItCLE "C" CONSTRUCTION COMPANY RINC (4) BY: � Willia J. Sc ltz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO IN U�CE COMPANY OF AMERICA � � Surety,,� , BY: �,' �'/' °,2� ! (Attorn -in-Fact) (5) Sheryl A. Klutts 5afeco Plaza, Seattle, WA 98185 (Address) (S E A L) (Surety) Secretary NOTE: Date of Bond must not prior to date of Contract � �� (�` x �_ � �..� ��'Ct--YJI,��: � i'/� , '�'� �i � � � � �� i r,., Witness as to Surety � Cynthia N. Klutts � 234 Emma Street, Fort Worth, TX 76111 (Address) � � (DGS/21/70) L (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 i� � � � F�� KNOW ALL BY THESE PRESENTS: POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE SAFECO PLAZA SEATTLE. WASHINGTON 981d5 No. 7498 That SAFECO INSURANCE COMPANY OF AMERICA and OENERAL INSURANCE COMPANY OF AMERICA� each a Washington � corporation, does each hereby appoint MKItMNNNNMMMMNNMJOHN A. MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; Fort Worth� TBX8SMN1111MNNMN � its true and lawtul attorney(�-in-fact, with fuil authority to execute on its behalf fideliry and surety bonds or undertakings and other docunents of a similar character issued in the course oi its business, and to bind the respective company thereby. aIN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and QENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents � tn�s 4th dayot January ,�9 93 . � ( . �.�� _ � .,�•�--P--2� c�":�'�-- " �1V�.�+��--- � �.��L� " � � „ r , � . . , , •r � , . - nara �� rnci [aN P��Fs,�rti i CERTIFICATE � Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA. and of OENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELfN at� SURETY BOfVOS ... the Preside�t, any Vice President, the Secretary, and any Assistant Vice aPresident appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authori�y to execute on behalf of the company tidelity and surety bonds and other documents of similar character issued by the company in the course of its business ... On any instrunent making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced: provided, however, � ihat the seal shail not be necessary to the validry of any such instr�rnent 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. a"On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The p�ovisions of Articie V. Section 13 of the By-Laws. and (ii) A copy of the power-oi-atiorney appantment, executed p�suant thereto, and (iii) Certifying that said power-of-attorney appointment is in tull 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, do hereby certify that the foregang extracts of the By-Laws and of a Resoiution of the Board of Directors of these corporations. and �of a Power of Attorney issued pirsuant thereto. are true and correct, and that both the By-Laws, the Resolution and the Power ot Atto�ney are still in full force and etfect. II� �� ;�� I iN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this ��@��cRF o R�ApFf��p�, � � W ,^ � SEAL ; w a� �� 19 �3 �. S-974/EP 1/93 . 9��lJF V1ArH<<�" �JPP��E COiypq ` ti � CORPORATE �y °` S E .�# [. � � W � y�i . X � �fdrP °{�Was �o��G a day of . 19 �i \ l/i .XJ R A PIERSUN, SEGfl�'AP� � Registeretl trademark of SAFECO Corporetion. •--- � �' BOND NO.: 5994582 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) Corqoration 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: **Seven Hundred Seventy-Four Thousand, Five Hundred Twenty and No/100** ($774,520.00) 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 r��' '^�� 999 , 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: 1998 CIP Various Locations Contract 99B Unit I: Water & Sewer Replacements designated as Project No.(s) PW53-060530175580; PS58-070580174740; D.O.E. Nos. 2028, 2014, 2013, 2016, 2012, 2003. 2022. 2023. 2024. 2020. 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 1..: � as provided in Article 5160 of the Revised Civil Statutes. F-3 � � � � � f" � 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 ;nr� be deemed an original, this the day of ^ •. '''� A.D., 1999. ATTEST: (S E A L) (Principal) Secretary � /� -t � ��> � S 1 �o.- ,L°G`-' Witness as to P�ncipal /�'C" ,�'cX �c� �_;7 ,F' /=e�.- f � �- .-�� 7,r� ICi yo (Address) � ATTEST: WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY PRINCIl'AL (4) BY: � Willia J. Sc tz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSU E COMPANY OF AMERICA � Surety , � "O'..-_-- � O BY: � / ��-1,�� ; � ��..r'`,( . .7 (Attorne�in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) (S E A L) (Surety) Secretary ^ ��( ��. � . ��?,. .�-, ,�� Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 `' (Address) �� c-si2ii�o� 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 L � 1 �� O ' F• QKNOW ALL BY THESE PRESENTS: POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTIE. WASHINGTON 98185 No. 7498 That SAFECO INSURANCE COMPANY OF AMERICA and OENERAL INStJRANCE COMPANY OF AMERICA, each a Washington � corporation, does each hereby appoint i1MYNN11MNItItMMMMNJOHN A. MILLER; SHERYL A. KLUTTS; JOHN A. MILLER, II; Fort WO�th, TexeSKKN��w�+��+ Qits true and Iawful attorney(�-in-fact, with full authoriry to execute on its behalf fidelity and surety bonds or undertakings and other doc�rnents of a similar character issued in the course of its business, and to bind the respective company thereby. �!N WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and OENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents a m�s 4th dayor January , ts 93 . � .��'� .� �C�-- �.t��.��.�___ � F A f' q'�;d ��7Ht � Aar CA�J ^ MCLFAN PH:5 DLNi CERTIFICATE � Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of OENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONOS ... ihe President, ary Vice President, the Secretary, and any Assistant Vice QPresident appointed for that purpose by the officer in charge of surery operations. shalt each have authoriry to appoint individuals as attorneys-in-fact or under other appropriate titles with authoriry to execute on behalf of the company fidelity and surety bonds and other doarnents of similar character issued by the company in the course of iis business ... On any instnrnent making or evidencing such appointment, the signatures may be affixed by facsimile. On any instnrnent conferri�g such authority or on any bond or undertaking � of the company, the seal, or a facsimile thereof, may be imp�essed or affixed or in any other manner reproduced: provided, however, that the seal shall not be necessary to the validity of any such instr�nent o� undertaking:' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of QENERAL INSURANCE COMPANY OF AMER�CA 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 futl fwce 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 OP AMERICA and of OENERAL INSURANCE COMPANY OF AMERICA do hereby certify that the foregoing extracts oi the By-Laws and of a Resolution of the Board of pirectors of these corporations, and �of 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. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed the facsimile seal of said corporation 1 i this day of , � g u ,'I� � � S-974/EP 1/93 � �4��G��FC� �r � � .� �- ��LiL "' en i: \ \1r'/,'c 195'� �� \ �F YoAS��NC�. �J�PN�E COMpq�F � � CORPOHATE ��^ Q y ¢ � � .�! �. m w � y x 7 \ s 1923 � ��d� ��o \�% NJash��' � li( �,��(%�l-/�-�— R A Plk-f+�ON, �ECPCiAh� � Registered trademark of SAFECO Corporation. � . BOND NO.: 5994582 MAINTENANCE BOND THE STATE OF TEXAS � COUNTY OF TARRANT � 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) 5AFEC0 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, **Seven Hundred Seventy- Four Thousand, Five Hundred Twenty and No/100** Dollars ($774,520.00), 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, a � ; ^ � � 1999 dated '� �' � for the performance of the following described public work and the construction of the following described public improvements: 1998 CIP Various Locations Contract 99B Unit I: Water & Sewer Replacements all of the same being referred to herein and in said contract as the Work and being designated as Project No.(s) PW53-060530175580; PS58-070580174740; D.O.E. Nos. 2028, 2014. 2013, 2016, 2012, 2003, 2022, 2023, 2024, 2020; 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 (l1 vear; and `" WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort �_ Worth, it be necessary; and, F-5 � I� � � � 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 -•.-%�' ' i;��;� . ATTEST: r� � _., � �' (SEAL) / C/j�%X �LL1'�,�1� /-n.��,n..% �/r 7��U (Address) A ��,�n , 5��..�, ' Witness as to P cipal ATTEST: � � � �� (SEAL) (Principal) Secretary (Surety) Secretary j� � l ii� ,1�,�,�l�i � �-�i-i� � Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) WILLIAM J. SCHULTZ, INC., DBA CIItCLE "C" CONSTRUCTION COMPANY xnvCrn (4) BY: � � illia . Schultz P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INS �iANCE COMPANY OF AMERICA 5urety , � � BY: e �'� ��.��,-��Y � � . a " (Attort+�y-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-6 � I�I M� ____i--�� O � KNOW ALL BV THESE PRESENTS: POWER OF ATTOR NEY SAFECO INSURANCE COMPANY OF AMERICA GENERaI INSURANCE COMPANY OF AMERICA HOME OFFICE SAFECO PLAZA SEATTLE. WASHINGTON 98185 No. 7498 That SAFECO INSURANCE COMPANY OF AMERICA and OENERAL INSURIINCE COMPANY OF AMERICA, each a Washington � corporation, does each hereby appoint MNNNNif11tMNNM111fMJOHN A. MILLER; SHERYL A. KLU7TS; JOFN A. MILLER, II; Fort Worth� TeXaSNRMNMMYY• � its true and lawful attorney(�-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other doc�ments of a similar character issued in the co�xse of its business. and to bi�d the respective corr�pany thereby. aiN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and OENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents 0 tn�s 4th dayof January , 19 g3 . u `� � r---� � � G� � �. -c�=�-�'.�-�--- a� ,, , '� � AN J 64,.I rAN PRES'CF N' f CERTIFICATE a Ext�act from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of OENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONOS ... the President, any Vice President, the Secretary. and any Assistant Vice �President appointed for that purpose by the officer in charge of strery operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the canpany fidelity and surety bonds and other documents of similar character issued by the compary in the carse of its business ... On an�r instrunent making or evidencing such appointment, the signatures may be affixed by facsimile. On any instnrnent conferring such authority or on any bond or undertaking a of ihe company, the seal, or a facsimile thereof, may be impressed or affixed or in any other marx�er reproduced• provided, however, that the seal shatl not be necessary to ihe validity of any such instnrnent or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of OENERAL INSURANCE COMPANV OF AMERICA adopted July 28. 1970. �"On any certificate executed by the Secretary or an assistant seaetary of the Company setting out. (i) The provisions of Article V, Section 13 of the By-Laws. ar►d (ii) A copy of the power-of-attorney appointment, executed p�rsuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full forca end effect, � the signature of the certifying officer may be by facsimile, and the seai of the Company may be a facsimile thereof." t. R A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMEWCA and of OENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and �of 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 futl force and effect. L'�J I'� �� IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this ��,�;CE C01�pq�,�,` �S �pRPQRq � p.�, w � � SEA,L � � � �r. 1953 D� S-G74/EP 1/93 , qT` �( 4VASH��°�� yJQP��E CO�yp4ti � � COAPORATE �'�' Q P � S��.i. = W � y x h (923 �,�re0f Wasb�� day of , 19 � �� R.A PiEH50N 9EC11�1 A�1Y � Registerea trademark of SAFECO Corporation. � a 1MPORTANT NOTICE � To obta(n informatlon or make a compiaint: � I�I �`I You may call the company's toll-free telephone number ior Informatlon or to make a complalnt at 1-800- 472-4455 You may contact the Texas Department of Insurance to obtaln Informatio� on compantes, coverages, �Ights or compla(nts at 1-800-252-3439 � You may wrfte the 7exas Department of Insurance � �� i�l L�J P.O. Box 149104 Austin, TX 78714-9104 FAX � (512� 475•1771 PREMIUM OR CLAIM DiSPUTES: Should you have a dlspute concerning your premlum or about a clalm you should contact the agent or the company first. if the dispute Is not resolved, you may contact the 7exas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice Is for informatio� only and doas not become a part or condition ot the attached document. �Prescribed by the State Board of Insurance EKective May 1, 1992 � L�l � L� CI� 0 AVISO IMPORTANTE Para obtener lrtfom�ac(on o para someter una queJa: Usted puede Ilamar al numero de telefono gratis de la companla para Informaclon o para someter una queJa al 1-800- 472-4455 Puede comunicarse con ei Departamento de Seguros de 7exas para obtener informaclon acerca de companias, coberturas, derechos o queJas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin� TX 78714-9104 FAX � (512) 475-1771 DISPU7�S SOBRE PRIMAS O RECLAMOS: SI tiene una dlsp;uta concerniente a su prima o a un reclamo, debe cornunicarse con el agente o la companla prlmero. SI no Ise resuelve la disputa, puede entonces comunic�rse con el Departamento de Seguros de 7exas . UNA ESTE AVISO A SU POLIZA: Este aviso es solo para pro oslto de Informacion y no se convlerte en parte o condic on del documento adjunto. Ordenado por el conseJo Estatal de Directures de Segurosy Effectivo el 1 de Mayo 1992 �� PART G - CONTRACT THE STATE OF TEXAS � COUNTY OF TARItANT � THIS CONTRACT, made and entered into '�`��'� �`� ��g 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. 5CHULTZ. INC., DBA CIRCLE "C" CONSTRUCTION COMPANY of the City of Fort Worth, County of Tarrant and State of Texas, Party of the Second Part, hereinafter termed "CONTRACTOR". �' WITNESSETH: That for and in consideration of payments and agreements hereinafter � mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second � Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: 1998 CIP Various Locations Contract 99B Unit I: Water & Sewer Replacements Water Project No. PW53-060530175580; Sewer Project No. PS58-070580174740 DOE Nos. 2028, 2014, 2013, 2016, 2012, 2003, 2022, 2023, 2024, 2020 J 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 � � l � I! � I■I L�I � � � 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) ATTEST: Party of the First Part By: ' � Asst. City Manager (SEAL) � � Approved: ` CW .�-�• e ��.A�r� � A. Douglas Rademaker, P.E., Director Department of Engineering � CW � � � �� :� U APPRO D AS TO FORM AND LEGALITY: /� Gary Steinber er, Asst. City Attorney -�/�l�o�-'t� ..� G�ity Secretary e -� i c� �1 Contract Authorization � 8- a�-� q� b��e - CONTRACTOR: WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONS UCTION COMPANY By: ..-�" . illi J. Schultz Title: President WITNESSES: , � .�.�� G-2 L�1 � City of Fort Worth, Texas n►�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-17611 30CIP 1 of 3 SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION CO. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT I: WATER AND SEWER REPLACEMENTS, AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION CO., INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Co. in the amount of $744,520.00 and 127 working days for 1998 CIP Various Locations Contract 99B Unit I: Water and Sewer Replacements; and 2. Authorize the City Manager to execute a contract with McClendon Construction Co., Inc. in the amount of $829,629.85 and 152 working days for 1998 CIP Various Locations Contract 99B Unit III: Paving Improvements Alternate No. 2. DISCUSSION: Contract 996, Unit III is a grouping of ten 1998 Capital Improvements Program Projects listed below. The 1998 Capital Improvements Program included funds for the improvement of these streets. The Water Department has determined that the water and/or sanitary sewer lines in these streets need to be replaced prior to street reconstruction. PROJECT NAME Edgecliff from McCart to City Limit (RR) Malvey from Westridge to Malvey East Lane from Malvey to IH-30 Service Road Edgehill from Hilldale to Crestmore Clara from Mistletoe Blvd. to Mistletoe Drive Wainwright from Carverly to Stalcup Westcrest from Wayside to Southcrest Odell from Frazier to Loop 820 Service Road McConnell from Gordon to California Pkwy. Gordon from Southcrest to Frazier DOE NO. DOE 2028 DOE 2014 DOE 2013 DOE 2016 DOE 2012 DOE 2003 DOE 2022 DOE 2023 DOE 2024 DOE 2020 PROJECT NO. C115-020115040584 C115-020115040583 C115-020115040583 C115-020115040583 C115-020115040586 C115-020115040585 C115-020115040584 C115-020115040584 C115-020115040584 C115-020115040584 Unit I is water and sanitary sewer replacements; Unit III is paving improvements. .,,,. >; City� of Fort Worth, Texas ��1►!IJAyar .And �Caurtc��l C,�mmun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-17611 30CIP 2 of 3 •SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" . CONSTRUCTION CO. FOR 1998 CIP VARIOUS L'OCATIONS CONTRACT 99B UNIT I: .,. WATER AND SEWER REPLACEMENTS, AND AWARD OF CONTRACT TO . � MCCLENDON CONSTRUCTION CO., INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRi4CT 99B UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 The bid documents for paving improvements included two alternates (Units II and III) as follows: • Alternate No. 1(Unit II) included pulverization and HMAC resurFacing, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. ' • Alternate No. 2(Unit III) inclu�ed 5-inch HMAC pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches, and.�sidewalks where shown on the plans. � Considering both units and given that Unit III will provide a more durable'pavement surface, staff is � recommending award of Unit III: Paving Improvements Alternate No. 2. This project was advertised for bid May 27 and June 3, 1999. The following bids were received on June 24, 1999: ' UNIT I BIDDERS AMOUNT TIME OF COMPLETION William J. Schultz. Inc., d/b/a Circle "C" Construction Co. $774.520.00 127 Working Days Specified M.E.mBurns Construction, Inc. $847,698.00 Conatser Constru�ction, Inc. $849,657.00 Hall-Albert Construction Company $983,054.20 UNIT�I�I BIDDERS AMOUNT TIME OF COMPLETION McClendon Constru�tion Co.. Inc. $829.629.85 152 Working Days Specified J.L. Bertra�n Qonstruction & Engineering, Inc. $886,415.05 APAC-Texas, Inc. $973;737.40 Contingencies for Unit I change orders are $25,000.00 and $54,216.00 for associated construction � inspection and survey. Contingencies for Unit III change orders are $25,000.00. William J. Schultz, Inc., d/b/a Circle ''C" Construction Co. is in compliance with the City's M/WBE Ordinance by committing to 17 %'M/WBE participation. The City's goal on this project is 17%. McClendon Construction Co., Inc. is in compliance with the City's M/WBE Ordinance by committing to 7% M/WBE participation and documenting good faith effort. McClendon Construction Co., Inc. identified several subcontracting and supplier opportunities. However, the M/MBE's contacted in the identified areas did not respond or did not submit the lowest bids. The City's goal on this project is 24%. � � r City of Fort Worth, Texas �1►�Ayar And L,aunc�l C;ammun�cAt�an DATE REFEREI?ICE NUMBER LOG NAME PAGE $�24�99 **C-176'I'� 30CIP 3 of 3 SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION CO. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT I: WATER AND SEWER REPLACEMENTS, AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION CO., INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 996 UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 Edgecliff, Westcrest, Odell, McConnell, and Gordon are located in COUNCIL DISTRICT 6. Malvey, East Lane, and Edgehill are located in COUNCIL DISTRICT 3. Clara is located in COUNCIL DISTRICT 9. Wainwright is located in COUNCIL DISTRICT 5. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Commercial Papec Water and Sewer Funds, and the Street Improvements Fund. MG:j Submitted for City Manager's Office by: Mike Groomer ' Originating Department Head: A. Douglas Rademaker Additional Information Contact: 6140 6157 A. Douglas Rademaker 6157 FUND I ACCOUNT I (to) (from) PS46 PW77 C115 C115 C115 C115 541200 541200 541200 541200 541200 541200 CENTER 070460135380 060770155680 020115040583 020115040584 020115040585 020115040586 I AMOUNT $300,466.00 $474,054.00 $175,757.50 $430,370.00 $168,273.10 $ 55,229.25 CITY SECRETARY APPROVED C6TY COU�1Ci�L aUG 24 i999 �� Citq Secre4ary ot the City of Fort Worth, Texas