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Home My WebLink About025646 - Construction-Related - Contract - M.E. Burns Construction, Inc.il � � � � � � C1TY SECRETARY � D.O.E. FILE i- ` � `'. CITY SECRFTARY , / � CONTRACT NO. a.� "`i' C4NTRACTOR'S BONDING Ct$pECO�1CATIQPI� CONSTRUCTl�N'S COPY CLIENT DFPARTMENT FOR NiA►1N 64, 64R, 180, 180R, a1ND 445 DR�A�NAGE QREA SA�ITARY SEWER SYSTEYI FtE�l,R81LITATION 8� Ii�JIPFtO!/EMEN'�'S� (GROUP 3, C�PITR,AC�' 2), PA�t"T 5s UM13S 1-3 UNIT 1 DOE No. 1821 SEWER PROJECT NO. PS 45-0,'t34604•10140 � � Hugo Malanga, P.E. A. Da�glas Ra�emaker, P.E. Dir�ctor Di^'ect�� Trans�ortatioi� & Public UVorks Depa�tment of En�ineerina PREPARED BY r�- � � �.. �, ,.. ;, .=�► � � . 1 AND CONTI�CT DC�Ct�NlEIViS CITY �F F�3��' UI!'OitYF�y "r�3�1`�►S DUi�'A�V �Y ASSOCIAT�S, INC. ENGINEERS • PLANNERS • SURVEYGRS 150? Mernmac C�rcle, Swte 100 Fort �North. T�xas 76107 Phone 9'! i.s35.1121 Fax 817.335.?�37 OCTOBFR, 1999 , G�f��6�8G�� ?�C��°�C� C��l ��rG��f V Oi �Y��'VYY� U�L'�e • L.0 �radley, Jr., l�.E. nirec:�; �J�Jater Departr��er,t .� �` � � o� T�`ae '' � . •'�-qs � . * ��P• . � *�+� '*3P;tAN S.•GR�E�"". ; .... ....82�62�'..:Q% :�.�� .�# A'�'p' 'gFGJST�'`�GC+" �`�' • �``�,'�N A`.��ti f4 �S�`�� . ..� � � L � � � � � � TABLE OF CONTENTS PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS PART B UNIT 1 MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL CITY APPROVED PRODUCT AND METHOD UNIT 2 MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL CITY APPROVED PRODUCT AND METHOD UNIT 3 MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL CITY APPROVED PRODUCT AND METHOD BID SUMMARY PART C GENERAL CONDITIONS PART C1 SUPPLEMENTARY CONDITIONS TO PART C PART D SPECIAL CONDITIONS PART DA ADDITIONAL SPECIAL CONDITIONS PART E SECTION E SPECIFICATIONS SECTION E100 - MATERIAL SPECIFICATIONS 9721700_PartS_SewerSpecs_1099_BSD.doc � _, ��!��'GO�� '��C� °'D �== �� f �� G' �° GS°� ;.�Ct�u c � � �o �'G'��I, ��{. 1 � � � � TABLE OF CONTENTS PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS PART B UNIT 1 MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL CITY APPROVED PRODUCT AND METHOD UNIT 2 MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL CITY APPROVED PRODUCT AND METHOD UNIT 3 MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL CITY APPROVED PRODUCT AND METHOD BID SUMMARY PART C ._, GENERAL CONDITIONS ( PART C 1 �. SUPPLEMENTARY CONDITIONS TO PART C � ► � � � � .� �I � PART D SPECIAL CONDITIONS PART DA ADDITIONAL SPECIAL CONDITIONS PART E SECTION E SPECIFICATIONS SECTION E100 - MATERIAL SPECIFICATIONS 9721700_PartS_SewerSpecs_1099_BSD.doc � ��0� �� G'��G?� �vfl�`� �"��:�G��G°I�� nn �JJ ��o VVV � I�IIUp �ISWa � ' � � ' � � ' �.'' � LJ 1 PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS � I r II �'�^Ilr�i� If�^+ I �.iIL^�!L I :� �\/U�`.�v ��''v' ��C�'� G�'�� J I� .�?��!'^ij��.!�I�� t�_L"an 9721700 PartS_SewerSpecs_1099_BSD.doC � � Sealed Proposals for the following: NOTICE TO BIDDERS FOR: Main 64, 64R, 180, 180R, and 445 Drainage Area '"" Sanitary Sewer System Rehabilitation & Improvements (Group 3, Contract 2), Part 5 Sewer Project No. PS 46-070460410100 �. C Unit 1— L-1278, L-1280, L-1281, and L-1282 DOE No. 1821 3,029 LF 8-in. sewer by open cut 8 EA Manholes Unit 2— L-1235, L-3405, and L-3406 DOE No. 2524 2,519 LF 8-in. sewer by open cut 1,456 LF 6 to 8-in. sewer by pipe enlargement 352 LF 8-in. sewer by pipe enlargement 40 LF 8-in. sewer by short bore 16 EA Manholes �" Unit 3— L-1236, L-1238, L-2898, L-2905, L-2913, L-2915, L-2953, and L-3403 DOE No. 2525 3,606 LF 8-in. sewer by open cut � 2,109 LF 6 to 8-in. sewer by pipe enlargement 40 LF 8-in. sewer by short bore 23 EA Manholes � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., December 2, 1999, and then publicly opened and read aloud at 2:00 p.m., in the Council Chambers. �`" Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort � Worth, Texas. One set of plans and documents will be provided for a deposit of $50.00. These documents contain additional information for prospective bidders. f� � 1 , � � For additional information, please contact Mr. Brian Darby, P.E. at (817) 335-1121, or Mr. Rakesh Chaubey, P.E. at (817) 332-5474. Advertising Dates: October 28. 1999 November 4, 1999 9721700_PartS_SewerSpecs_1099_BSD.doc A - � � °��.�U�i�G�l�� G`:'[��J�@ ��„-��;�U� �,��G,I��,G?°� 1:= :� �J �'L �B �I�o � � COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the following: FOR: Main 64, 64R, 180, 180R, and 445 Drainage Area ^ Sanitary Sewer System Rehabilitation & Improvements (Group 3, Contract 2), Part 5 Sewer Project No. PS 46-070460410100 � l.� Unit 1- L-1278, L-1280, L-1281, and L-1282 DOE No. 1821 Unit 2- L-1235, L-3405, and L-3406 DOE No. 2524 Unit 3- L-1236, L-1238, L-2898, L-2905, L-2913, L-2915, L-2953, and L-3403 DOE No. 2525 � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the �„. Purchasing Office until 1:30 p.m., December 2, 1999, and then publicly opened and read aloud at 2:00 p.m. Plans, Specifications and Contract Documents for this project may be obtained at the office of the +�.Y Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A Fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be � purchased on a non-refundable basis for Fifty dollars ($50.00) per set. These documents contain additional information for prospective bidders. All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the �'" State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. � � Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on the above-referenced project shall consist of the following: Unit 1- L-1278, L-1280, L-1281, and L-1282 DOE No. 1821 3,029 LF 8-in. sewer by open cut 8 EA Manholes �, Unit 2- L-1235, L-3405, and L-3406 DOE No. 2524 2,519 LF � 1,456 LF 352 LF 40 LF 16 EA � 8-in. sewer by open cut 6 to 8-in. sewer by pipe enlargement 8-in. sewer by pipe enlargement 8-in. sewer by short bore Manholes Unit 3- L-1236, L-1238, L-2898, L-2905, L-2913, L-2915, L-2953, and L-3403 DOE No. 2525 3,606 LF 8-in. sewer by open cut 2,109 LF 6 to 8-in. sewer by pipe enlargement 23 EA Manholes � � I� Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate, detach, or remove any portion, segment, or sheets from the contract document at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive. 9721700_Pari5_SewerSpecs_1099_BSD.doc � u .�:��..-c�oco�� cu�� A- 2 ��., �U U r��U`LIC,;� dU �5�� o ��o � AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date � the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the � necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. � Bidders are responsible for obtaining all addenda to the contract documents prior to the receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. Bids that do not acknowledge all applicable addenda mav be rejected as non-responsive. r.� �� R" � Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a R"'" loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees are, or will be, a party to this Notice to Bidders or any resulting contract. The contract or contracts are subject to regulations contained in 31 TAC, Chapter 363, in effect on the date this contract is executed. r,,, For additional information concerning this project, please contact Mr. Brian Darby, P.E., at (817) 335- 1121, or Mr. Rakesh Chaubey P.E., at (817) 332-5474. �w COMPREHENSIVE NOTICE TO BIDDERS SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): Th�s document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The proposai sections are provided as three (3) individual proposals with three (3) individual M/WBE specifications and are arranged in units to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the resNc^sive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units wiil be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Construction time on ail units will run concurrently. For situations involving approved contracts with multiple units, the total ailowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. In accordance with the City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, 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 shail submit the M/WBE UTiuzaTiotv FoRM, f RIME CONTRACTOR WAIVER FORM, 8fld/Of th@ GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be received by the contracting department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. S��ch receipt shall be evidence that the Documentation was received by the City. BOB TERRELL CITY MANAGER ADVERTISING DATES: October 28, 1999 November 4, 1999 GLORIA PEARSON CITY SECRETARY A. DOUG�AS RADEMAKER, P.E. DIRECTOR DEPARTMENT OF ENGINEERING � gy: /0I1 � � � J � � � Rick Trice, P.E. Manager, Consulting Services .,,, r � � 9721700_PartS_SewerSpecs_1099_BSD.doc �:;��(�OC�OG�:� G'��G�D : A - 3 ��'ti� �C�rG�C�G�� . y �� 1`�n��C'CUUp U��^�o ..�.._. : � SPECIAL INSTRUCTIONS TO BIDDERS 1. PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be pre-qualified by the Forth 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 n appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This �"` statement must be current and not more that one (1) year old. In the case that a , bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c. The Director of the Water Department shall be the sole judge as to the F" acceptability for financial qualification to bid on any Fort Worth Water Department project. d. Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e. The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. Any proposals submitted by a non-pre-qualified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g. The Ciry will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary pre-qualification. 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5%) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety o the bond, (1) the name of the surety shall be included on the current U.S. Treasury, 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 (I/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. � ��aUB��G�:� �'�G�G�D 9721700_PartS_SewerSpecs_1099_BSD.doc �i - 4 �'"� V ,�^:��U� �"��G�� ° �1� � .,. r I�l�� 5��'�� 1��"z �� '1�J�i!�: a wo k� SPECIAL INSTRUCTIONS TO BIDDERS � 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and 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 Ciry 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: Pursuan# to Article 601g, Texas Revised Civil Statutes, the � City of Fort Worth will not award this contract to a nonresident bidder unless the nonresidenYs bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a � nonresident bidder to obtain a comparable contract in the State in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business in not in the State of Texas, but excludes a contractor whose ultimate parent company or majority � owner has its principal place of business in the State of Texas. 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 contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. � 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal � Government, Contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, �' discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. � Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age �^ limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors 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 a■^ 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. ` 9721700_PartS_SewerSpecs_1099_BSD.tloc A-�J I�f I II��I��,� �I�� C�D ': I!�tif � �':; �1��Q� � �o �,��a9 ��o � SPECIAL INSTRUCTIONS TO BIDDERS Contractor warrants it will fully comply with the ADFA's provisions and any other �; applicable Federal, State and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or � subcontractors against City arising out of contractor's and/or its subcontractors; alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. � 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, 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 UTi�izaT�oN FoRM, PRIME CONTRACTOR WAIVER FORM and/or 1h2 GOOD FAITH EFFORT FORM F" ("Documentation") as appropriate. The documentation must be received no later that 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 non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate � information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or � ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor r- being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. Revised 9/24/97 � � ' , , , � ��,�,�� cOG�:� G'[�C�JG?� 9721700_PartS_SewerSpecs_1099_BSD.doc A - 6 I��`�'�u �%��I�%JJ��' °°� °Y/ � ��u� ��,;:'l�G�o �i�s?o � � � � i C� � t 1 UNIT 1 � � � � � � � � � 9721700_PartS_SewerSpecs_1099_BSD.doc � � ��i�:��G:� ��C��D ��_�� G��°�� i�o �L��[�'�(�o ��. , � � r �. r . r- � Revised 06/02198 CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the totai dollar value of the contract is $25,000 or more, the M/WBE goals are applicable. If the totaf dollar value of the contract is less than $25,Q00, the M/WBE goals are not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of ail goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. M/WBE PROJECT GOALS The City's MBE/WBE goal on this project is 18% of the total bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated minimum M/WBE goals, or 2. Good Faith Effort documentation, or 3. Waiver documentation. SUBMITTAL OR REQUIRED DOCUMENTATION � The applicable documents must be received by the Managing Department, within the following times - allocated, in order for the entire bid to be considered responsive to the specifications. ° 1. M/WBE Utilization Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 2 3 . .� Prime Contractor Waiver Form Good Faith Effort Form received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/VNBE Office at (817) 871-6104. I;� � � i� �i i I'- i d I ��(��"r':� iK�s�`:'v�;:�U �i � i�. ei �,��°7 '':;�� u �� G�.� �� , :,� �v!�� r.,r'��.!� S'"' . 9721700 Part5_SewerSpecs_1099_BSD PartB_MWBEt.doc PBit B- MWBE � --. - �" Unit 1 ATTACHMENTIA Page 1 of 2 Revised O6/02/98 � r� �. _. r* � �... r �.. � �,,, r r�. CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS MBE/WBE UTILIZATION �� Y, l IA ✓ �75 �V1S�T( t�t� �; �1q'lC • Prime Company Name M-64, 64R, 180, 180R & 445, Part 5, Unit 1 Project Name December 2, 1999 Bid Date PS 46-070460410100 Project Number ICITY'S M/WBE PROJECT GOAL: 1s� I �M/WBE PERCENTAGE ACHIEVED: Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m., five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid speci�cations. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this schedule, conditioned upon execution of a contract with the City of Fort Worth. The willful misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. Company Name, Contact Name, Certified Address, and Telephone No. � o0 � �� V �' x Z ` �-- C�- r r� I� cx,r�'1 u� ��71 ,4I I i5o✓� / �t U/�r-it., � Ik, d ' � J ��..I� �� %�r...vr��X� R��- �� ! - t� 5.�� k � ckfl s�w CrnS-�w ;+,� J �-4 1 L�, �� 2 � � A ✓ ,r Ci (.i /S( i� In b r✓3 ��v�v�� -lryrn.� I - �? �'� -� 3"3 - �rni'7 Specify All Contracting Specify All Items to Scope of Work (*) be Supplied (*) f'��rv�� S��I- `-} C��.. � t�-�.UP��-r, S�c�ek,Gi �; Ci�d �r�'vtw`i`� �.2�ci i r � c�t-I�r� �- � s� �l--- ,-� l r �G,k�-s `m � m v a � Dollar Amount OL �q�- J � �� a�'�,00 M/WBEs must be ►ocated in the 9(nine) county marketplace or currently doing business in the marketpface at time of bid. (*) Specify alt areas in which M/WBEs are to be utilized and/or items to be supplied: (•) A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal. � ! (**) Identify Each Tier Level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supptier is considered 2nd tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE '' Pages 1 and 2 of Attachment 1A must be received by the Managing Depertmen[ �_ _. -. � �`��S �I�'_��:�V�U�L� ' 9721700 PartS_SewerSpecs_1099_BSD_PaR6_MWBE1.doc Patt B- MWBE 2 -:, r.� n , Unit 1 � ';; �� t `u �1�<<�. C�'[��Q� � �I (�n.^^ r o I! LS�� i u ll4r�J�J'�UU �o i ATTACHMENTIA Page 2 of 2 Revised O6/02/98 � �. � ... �., � e � L.., � ALL MBE(s) and WBE(s) MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS MBE and WBE UTILIZATION FORM Company Name, Contact Name, Certified Specify All Contracting Specify All Items to � Dollar Amount Address, and Telephone No. • Scope of Work (*j be Supplied (*) � 0 0 �� o �, � x The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work perFormed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records, and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State, or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. r �-r—� �✓"� uthorized Signature ` } 1�- � �� , Cir yt �� k.. r .� Title �� l+� J1.1 Y ��I i Company Name t � ��j �� C,�X ( � �j � �', Address I�'_-`— �.,�.i r)r �-�„ , `�� `� '�7 ; �"1 ��) City/State/Zip Code ' , T ��, h �,-+r�� ,r_-!� E��, , �.�-, c _ �G_irV i N, �- , �1A.�� Printing Signature Contact Name and Title (if different) ;� �'7 - � "i ��, �J �� - Telephone Number(s) � f \� 1 � � �;'� �'d ? � �� c� � � Fau Number / z- -- �,- � `i" Date � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Pages 1 and 2 of Attachment 1A must be received by the Managing Deparlment - '; .��:� -- � 9721700 ParfS_SewerSpea 1099_BSD_PartB_MWBE1.doc Part B- MWBE 3 `r'�u ,U ��I� Gy)��t�,',; Unit 1 I�� „Y�^';IC�1�r�� t i,-- o �. .c!rllp t� .. ,__..____ --- 12/08/98 WED 10:49 FAX 61744702Q7 �' .�� BLrRNS CONST �1002 ' ' � r � r � 1 � , �- E• Burns Canstruction Inc. �• 0- Box 11678: Fort 'Wa�, t'exas 76110-0678 Phone (817} 447-0292: Fax ($17) 447-0207 Aiier�tiprl: I7�way Assdciates Referenoe; Bid on 1V�azz� G4 Dra.in, SS System par� 5�� v,,. � � 4n bid itei�l #7, :•e:rlov�l of man]xole, 7VI,E, gur�s �o�,�,�ction would have bid: Sea. @ $250.00 totaling $ X 2�0.00. Thani� ypu, � ('bonal�d �unis ` �� U�'��LUc�� ; � U U��L��'U`�L� Ui�lt� U ��o ��r��q ��o �---�� r � �' � � � �' � �� PROPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas FOR: Main 64, 64R, 180, 180R, and 445 Drainage Area Sanitary Sewer System Rehabilitation & Improvements (Group 3, Contract 2), Part 5, Unit 1 Sewer Project No. PS 46-070460410100 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish ail labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for performing and completing the sewer construction work within the time stated and for the following sum, to-wit: SEWER MAIN REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS UNIT ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS � VALUE 1. 2,844 LF 8-in. sanitary sewer pipe (all depths)' Th � r i-� �" -h,1% � Dollars J J and �^�.� Cents per LF $ ,�� 2. 50 LF S-in. SDR 26 sanitary sewer pipe (all depths) � h�� - �u-� Dollars 5 �� and �� Cents per LF $ 3�� 3. 135 LF 8-in. DIP sanitary er pipe (ali depths) �u r � �" v n �- Dollars and -Y i � 'h.� Cents per LF $ `� / �— 4. 108 EA 4-in. sanitary sewel service taps �� r f e �� Ci l t` r� Dollars Lcv and �- � ry Cents per EA $�� 5. 648 LF 4-in. sanitary sewer service lines* Tw �' �n -� ' "��J > Dollars , and �-yv Cents per LF $ �i� �- 6. 3,547 LF Trench safety system for trenches (dept > 5-ft.) l/ Vl �P Dollars L' u and �/�-�r Cents per LF $� 5 7. 5 EA Remove existing �itary sewer manholes TOTAL VALUE $ °l�i 5�0`'_ J $l, 7as`J S<� $ 5, ��'� - . v�� $ 3 � . 4 c�D _ $1`� 4� S �`'-, 5�� $53�� -- i Dollars � � and __ Cents per EA $ * Contractor must complete the following "City A� rrnia[i Prnrli irt" f.,.-.�, 1 p(�' rI'�. (� 9721700_PartS_SewerSpecs_1099 BSD PartB Propt.doc ��„�I�r�� `��, ��I` (v v e1 `�� - - - _ ��.:�1,.. G, � U . �::��i�lf CrlS°�U�ISlpi�e�� o �yr�G,�a, �(�. $ 61-1 � � F t PROPOSAL PAY APPROX. DESCRIPTION OF ITEMS UNIT ITEM 'I QUANTITY i WITH BID PRICES WRITTEN IN WORDS VALUE 8. 8 EA Standard 4-ft. diameter SSMH (to 6-ft, depth) i�v�e' �ti�o�..sCAinr1 �ur I�.t.�.v-,C�V'Pri Dollafs 'r C:; and �''�' Cents oer EA $ ,'tC�O '� 9. 8 EA Watertight manhole insert for SSMH � SC U r ✓t �� Doliars c� and �� Cents per EA $ �(� 10. 8 EA Concrete collars for SSMH ��/�/o �n ..� v, r( VY' c� Dollars � �; �, and _ �-vu Cents per EA $ a OG � � 11. 8 EA Vacuum test SSMH lJV1 e ��v-�� c l ��c%� �-� Dollars � O �� and �� Cents per EA $ � �� '- 12. 0.75 TN DIP fittings T�'11��C �pu SC�v�C� Dollars Ot7 and �C-�v Cents per TN $ (�(j - 13. 30 LF 6-in. water line adjustment � �� , � Dollars O<, and �`''"�-> Cents per LF $ - (,� " 14. 30 LF 12-in. water line adjustment S2- v 2 v� � Dollars 00 and �'"�� Cents per LF $ �%C� - 15. 75 LF Concrete curb and gutter repiacement � � �; ` N � � ��v i Dollars J ��J and ��vt� Cents qer LF $ � � — 16. 570 LF Permanent asphalt pavement repair per Fig. 4 T� � � � � -��/ � Dollars �. and �> Cents per LF $ � � � 17. 280 LF Permanent concrete pavement repair per Fig 1 �-�� ' ��'-U�v� Dollars J ! �'✓ and �ti2� Cents per LF $ � � ` 18. 40 SF 6-in. concrete driveway replacement ,S + X Dollars �7o � / �,�� and �V _ Cents per LF $ t�� ' 19. 428 SF 4-in. concrete sidewalk replacement }- iV � Dollars and �� Cents per SF $� v v ' Contractor must complete the following "City Approved ProducY' form , 9721700 PartS SewerSpecs_1099 BSD_PartB_Propt.doc - � i �-��.: � �-:,�< - - - II�I� � 7�'�� J �� I �( III�; ��:i �� L L.,V�-,_� V':�.:�<<..� �r ��c�'�� c��-G��G�� Il VO 1`WN�/��'UU11� UL7L1�0 TOTAL � VALUE �W I ! �V'�.%C�.i ; $ J (�C� `�' $ 1, �vo°`� GJ $ �� ;;L (UU � $ oC �S(�(JJ J C �� $ /, �Uv-- e $� /t�0°J $1, �'75`'�� l��vZ�IU°� ��L i "� � 3 , � �C'r�� , ��_i $ ��t�� v�>' $� I��- B1 - 2 PROPOSAL � �� 1 1 ' ' ' ' 1 1 1 e rI� L.� y PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS � VALUE VALUE 20. 2,469 LF Hydromulch seeding fw ;� Dollars lI (' � and � Cents per LF $ � � v $ "'! , _/ J�� 21. 2,948 LF Post-constructi� inspection of sanitary sewer � � I%�e Dollars (� r ; u ,I �l �; c. and �`�—\ —�u Cents per LF $ � $ � , '7 c� cX 22. 50 LF Concrete encasement J � � � i f "�`� Doilars � J �.� and � � ✓r> Cents per LF $ �� $ � , �DC� � ..--- -- -- i TOTAL AMOUNT BID — SEWER MAIN REPLACEMENT S�� v� �2� ��G�Q�� G��G?D �� ' �"C��G��G�� !:�c U�f^��r�C��p II�Wo " Contractor must complete the following "City Approved ProducY' form 9721700_PartS_SewerSpecs_1099_BSD_Part6_Prop7.doc B � - 3 PROPOSAL CITY APPROVED PRODUCT FOR * *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size E1-31 4" through 30" V E1-25 4" through 15" E1-27 4" through 15" E1-28 18" through 27" E100-2 18" through 48" Consult with "City of Fort Worth, Texas Standard Product LisY' to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. � � � 1 ' 1 1 ' 1 ' ' � � Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above wili be allowed for use in this project. Any substitutions shall result in rejection of bid as non-responsive. 9721700_PartS SewerSpecs_1099_BSD_PartB_Propl.doc _ , ��-�,�� U��.pl�.ti ��C�C��G'�� :��r ��'::G�� b��t��r��p �[�a , ,�� , ��!� v.��;._ B1 - 4 4� � � PROPOSAL Within ten (10) days of notification by City, the undersigned will execute the formal contract and deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of $ is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. � The undersigned bidder certified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, � and that he has read and thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any � labor organization, subcontractors, or employment agency in either furnishing or referring � employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 100 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. The work order will be issued no later than 90 days after the award of contract. A � The principal place of business of our company is in the State of Non-resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B� The principal place of business of our company or our parent company or majority owner is in the State of Texas. � Receipt is acknowledged of the following addenda: Addendum No. 1 (initials) � Addendum No. 1 (initials) Addendum No. 1 (initials) � L [,� L � (SEAL) if Bidder is Corporation Date: �t� Z , — l �' r �' 9721700_PartS_SewerSpecs_1099_8SD_PartB_Propt.doc Respectfully submitted, �`�� !'� �/.�i'✓5 L b .�� . By: ��_--- �, ,� " Name: ��/.�� -r ,G /��.�.�-.s Title: �it� a -�a� Address: %��, /� � 7&' �=�t,v6�.��.- � .�s ��iro -e��s Telephone: �/ � �' �/�? —'� L r �-- '`�''��G��!� �'��i(��n �:;0� ��rG�C�G��, �Ua UUV��I�lIUp �l�Wo B1 - 5 CS-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 CS-8.9 CS-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) CS-8 (3) C8-S (3) C8-8 (3> C8-8 (4) C8-8 (4) C8-8 (5) CS-8 (5) C8-8 (S) � ^ — r /� c 4 ) �'��'I�'9':,�%.i� U��'�� 1( ��IS'u Ih ° ° u U l'v n�'�'u�UO �IS!!Wo � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 1 1 ' ' ' ' 1 1 ' ' � � � � � � ' � 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 Cl-l.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 C2-2 C2-2.1 C2-2.2 C2-2.3 C2-2.4 C2-2.5 C2-2.6 TABLE OF CONTENTS DEFINITIONS Definition of Terms Contract Documents Notice to Sidders Proposal Bidder General-Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney . Director of Public Works Director, City Water Department Engineer Contractor Sureties � The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street INTERPRETATION AND PREPARATION OF PROPOSAL . Proposal Form Interpretation of Quantities Examination of Contract Documents and Site Submitting of Proposal Rajection of Proposals Bid Security (1) C1-1 C1-1 Cl-1 C1-1 Cl-1 Cl-1 C1-I Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2> (2) (2> (2) (3) (3) (3) (3) �3} (3) (3) (4> (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) ��;:� �� '� �-��n�� °�D �� G ,.. � ��f ��<<G�� ° G?�� G�a c,��G�o �i�o , � ' � � � "•� � ' ' ' � � C6-6 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 C6-6.13 , C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 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 C7-7.12 C7-7.13 � C7-7.14 C7-7.15 � C7-7-.16 C7-7.17 ' . . . : : : . 1 1 � LEGAL RELATIONS AND PUBLIC RESPONSIBILZTY Laws to be Observed Permits and Licenses Patented D�vices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, A11eys, and Right-of-Way Railway Crossings Ba.rricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Indep?ndent Contractor Contractor's Resoonsibility for Dac�age Claims Contractor's C1aim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of � Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Ofricials State Sales Tax PROSECUTION AND PROGRESS Subletting � Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Tim? of Commencement and Completion Ext�nsion of time of Completion Delays Tim� of Completion Suspensicn by Court Order Te�nporary Suspension Termination of Contract due to vational Emergency Sus�ension of Abandonment of the Work and Annulment of Contract Fu1�i11ment of Contract Ternination for Convenience of the Onw�r Sa`ety Methods and Practices M.EASUREh1ENT AND PF�YMENT M�asure;nent of Quantities lini� Prices (3) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-b C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4> (4) (5) (6) (S) (8l (10) (10) (10) (11) (11) (11) (12) (12) (12) (1) (1) (1) (2) (2) (3) (4) (4) (4) (5> (6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) C8-8 (1) � ��yG�Gp(,�,� U'[��J°l� i � ''�sV�1i� cr��'� Uj��v4; U f 1��, ��' 6`-}��e ��'�o faithful performance of the contract and include the following: a. Performance BDnd (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bi3ders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of �the two contracting parties about the project to be completed under the Contract Documents. C1-l.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound�separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, o� in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1 (3) ^ , ' �� -^-i' (� li I��U��.�J� P ouu�\%��}.(L' � �; I,z � � �� ';;i?��aQ� �a UUvG'''�UU9 U�. � � ' .1 , ' � '� ' � ' 1 � ' PAP.T C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.I DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or prono.uns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance oF the contract. These are contained in the General Contract Documents and th� Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE�TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) White white Canary Yellow Brown Green El-White E2-Golden Rod E2A-White B1ue White White b. SPECIAL CO[�TRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTZCE TO BIDDERS (Advertisement) Same as . L ' � � l_J above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) ci-1 cl) ��:�'; ,��'GOI� ��. C'�� ►�1@ '�; G 'u � f�'� G��1�� I�a � �'��, ��. 1. 2. 3. �. 5. 6. 7. S. 9. New Year's Day January 1 M. L. King, Jr. Birthday Third Monday in January Memorial Day Last Monda-y--in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day Decec�ber 25 Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the precedir.g Friday or if it falls on Sunday, it shall be observed on the following ;�Ionday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract�Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State�Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second LAW - In Accordance With ASTM - American Society of Min, - Minimum Testing Materials Mono.- Monolithic AW;riA - F,merican Wat�r Works $ - Percentum Association R - Ra3ius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd, - Yard M'ri - Manhole SY - Square Yard Max. - Maximum L.F, - Linear Foot D.I. - Ductile Iron c i-1 c s� �J'��0 G�� '�'G'j�.r1� : '� ��'� ��'� �� I �o UVV1J��UUp U�c � 1 � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documercts constitutes the notice to bidders. � C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the ' Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for perForning the work contemplated under the Contract Documents, constitutes a bidder. , C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and cont,ract requirements which govern the performance of the work so that it will be carried on in , accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. 1 Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take precedence and shall govern. � ' ' C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements wnich are necessary for the oarticular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough k:�owledge of the project. � C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be m�t by all mat�rials, construction, � workmanshio, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of tne � Contract Documents just as though they w�re e�bodie� th�rein. C1-I,� BOND: Tne bond or bonds are th2 w�i_ten c��arantee or � securi�y furnished by the Contractor for the orompt and *� � � , ..: .�. .: C1-1 (2) ''-''�-�=� �G �`,� �'C��'JGc'U � rp�� ,��,��,�� f�e �G��la ��a � � SECTION C - GENERAL CONDITI0�1S � C2-2 INTERPRETATION AND � PREPARATIOt� OF PROPOSAL _., SECTZON C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Qwner will f.urnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Pr000sal forr� wi11 state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be propzrly executed and filed with the Director of the City Water Department one week prior to the hour for openinq of bids. The financial statement reguired shall have been pr�pared by an indep�ndent certified public accouritant or an independent public accountant hol�ding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls wit.hin the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10$) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on which are to be received, The Director of the Water department shall be sole judge as to the acceptability of exoe-rience for qualification to bid on any Fort Worth Water Department project. The orospective bidder shall schedule the equipment he has available for the project and state that he wi11 rent such additional equipment as nay be reguired to complete the project on which he subrnits a bid. C2-2.2 ZNTERPRETATION Or QUANTITIES: Tne quant�ties of work and �::at=rials to b� furnisne3 as may b? listed in the proposal C2-2(1) - �(��9�,� G�'��G'D C�'I ��[�� o � ��`�o �� ' C1-1.17 DIRECTOR OF . . PUBLIC WORKS. The duly appointed official of the City of Fort Worth, refer� ed to in the Charter as the �, City Engineer, or his duly authorized representative. � C1-1.I8 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed � Director of the City Water Department of the City of Fort Worth, Texas,. or his duly authorized reoresentative, assistant, or agents. , C1-1,19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or � superintendents, acting within the scope of the particular � duties entrusted to them. *� � '�J ' , ' ' ' ' ' 1 � C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, assoc�iation, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the princip�al contractor, supplyinq labor and materials or only labor, for work at the site of the project. C1-1,21 SURETIES: The Corporate bodies which are bound by such bonds are r�quired with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes ther2in. C1-1.22 THE WORK OR PROJECT: The completed work contemnlated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 P70RKING DAY: A working day is defined as a calendar aaY. n�t including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a pzriod of not less than seven (7) hours between 7:00 a.m, and 6:00 p,m., with exceptions as permitted in paragraph C7-7,6, C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days beinc, exceoted. C1-1,25 LEGAL HOLIDAYS• Lagal holidays sna11 b� observed as prescri��; bv th� City Cour.cil of the City ot rort Niorth for observance bv City employe�s as follows• r�,. , ��:��U��cr�l��:�.� �`�_��u'� . �::��'�� : G��G?� C1-1 ( 4) I�L�� V�U1�`.'JilU� ��!r. _ �. Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAU:-�� The Bidder sha11 submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the pric��, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in�numerals, the price most advantageous to the City shall govern. I= a proposal is submitted by an individual, his or her name nust be signe3 by him (her) or his (her> duly authorize3 agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a m�mber of the firm, asso�iation, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corporation, the compan.y or corporate name and business address �ust be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power o� Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be re•jected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplet� bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character an3 in the amount indicated in the "Notice to Bi�3ders" and the "Proposal." The Bid Security i� required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that iF awarded the contract, the Bidder will within the required time execute a formal contract and furnish the require3 p�rformance and other bonds. Tne bid security of the three lowest bidders will be retained until the contract is awarde3 or other disposition is made thereof. The bid security or all other bidders may be returned promptly after the canvass of bids. � ��jr(�fp� u��:� u'(�'G'J�� 7 rM C2-2 ( 3 ) ��•� a,!�ii"-I�r��U�U „�V � .�.. � a �o ��'!V}U'��Wo Ul5W. � � CI '� � � C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than° 25�-of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. „ C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the .., following types of wearing surfaces applied over the natural � unimproved surface: ' � ' , 1 ' 1 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate basz material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination o€ the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys," C1-1.30 CITY STREETS: A ci�y street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4') feet back of exists. The roadway is defined as the area between (2'} feet back of the curb lines or four the average edge oF pave:nent where no curb C1-1.32 GRAVEL STREET: R gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any i:�orovement was made. � . _,,. . , Cl-1 (6) �,��f��Q�01�� 6��C�� D�U� � 1�� G��G�� o i,,ll �'��U Up U �a Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and thzir proposals not considered fcr any of, but not limited to,. the following reason: a. b. c. d. e. f. g- h. Reasons for believing that collusion exists among bidders. Rzasonable grounds for believing that any bidder is int�rested in more than one proposal For work contemplated. Tne bidder being interestzd in any litigation against the Owner or where thz Owner may have a claim against or be engaged ia litigation against tne bidder. The bidder being in arrears on any existing contract or having d�faulted on a previous contract. The bidder having performed a prior contract in an unsatisfactory manner. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. Uncompleted work which, in the judgment of the Owner, wi11 prevent or hinder the prompt completion of additional work if awarded. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: l. 2. 3. Financial Statement showing the financial condition of the bidder as speciried in Part "A" - Special Instructions. A current exp2rience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgm�nt of the Engineer, is disqualified under the requirements stated herein, sha11 be set aside and not opened. c 2— 2 c s� �� ;��fl��.� G}�� rG� ' °� �o t��G��, ��. '� � LJ � O ' � , 1 � ' ' � forms or other parts of the Contract Documents will be considered as approximate only and will be used for the ourpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnish_ed ma.y be increased or decreased as here�inafter provzded, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. A11 additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part oF the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of th2 conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time recui�ed for its completion, and obtain all information required to make an intelligent proposal. No information given by the Ocaner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner, Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and completP infornation upon which the proposal is to be bas�d. It is mutually agread that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional comQensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. . The logs oF Soil Borings, if any, showinc on the plans ar� for general inforcr.ation o:�l and may not be correc >; �� Y t. N,.��h r the c 2— 2 c 2� '�;'�I�� G��1�� : � U U �"��v V�,)LS UWI7� 9 ��o �+V�%�H�YU� Yl7Wa +� � � � W � 1 ' C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business 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 mere fact that a proposal uzas dis.patched will not be considered. The Bidd�r must have the proposal actually delivered. Each proposal shall be in a seale3 envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the�"Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWZNG PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to th� time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-�onsideration requests have been properly filed ma , at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may ', modify his proposal by telegraphic communication at any time prior to the time set For opening proposals, provided such telegraphic communication is received by the City Manager ' prior t� the said proposal opening time, and provided further, that the City Manager is satisfie� that a written and duly authenticated confirmation of such telegraphic conmunication 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 pr000sal opening time, no further consideration wi11 be given to the proposal. L� � � 1 � � C2-2.10 PUBLIC OPENING OF PROPOSP.L: Proposals which have been prop�rly fiied and For which no "Non-consideratioz Reauest" has bee� received wi11 be publicly opened and read aloud by the City Manager or his authorize3 representative at the time and olace indicated in the "Notice to Bidders." A11 proposals which have b�en open�d and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 T_RR�Gli�r� PROPOShLS: Pro�osals shall be co:�sidered as beinc "Irrec��lar" i� thG,� show any oc�;issions, alterations of �O�!�:r� �cGC'_`_i0:'�� O� COI1Q'_�:O[ZS C:O� called i0�� L':�?;1`�.horized alternat� �ids, or irre�u ��rities o� an� kind, iio��;ever, the C 2- 2( 4) �'�U ��L �Gz� U'��iU' U ';r�� "��rG�[�1�� ' �o UI',r �'lr��y �15irW� _.....__._,. bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTE.NANCE BOND: A good and sufficient maintenanc� bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, fu11 and faithful performance of the general guaranty which is set forth in paragraph C8-8.10, c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than I.00 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, fu11 and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the wor;c provided for in the contract being constructed under these specifications. Payment Bond shall remain in forc� until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties wi11 be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. Al1 bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas,, and which is acceptable to the owner. In order to be acceptable, the nam� of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the a�nount of bond written by any one acceptable company sha11 not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any tima b}� the Owne�, notice will be given the Contractor to that eifect and th� Contractor sha11 immediat2ly provide a C 3- 3 ( 3) �;:- �'U��G�I�,:� G��JU�� :: u �d� �� USt51G�;1US� If�,1YVl�i��p ��W. , � ' � ' 1 � 1 ' ' 1 ' 1 ' � �J � � 1 PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After propasals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the'application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the eontract is rr.ade by the Owner, the right will be reserved to reject any or all pr000sals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audi� and/or an examination of any books, records, or files in the possession of Contractor that wi11 substantiate the actual work performed by the MBE or WBE. Rny material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor sha11 co;nply with Current City Ordinance prohibiting discrimination in emoloyment practices. C3-3 (1) � ; ��U"I��Q(n:l� U��6L�vWil�l 'L ��'1(r �(�� a �� i o r'JUV`!!�VOp ��We certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the Tife of this contract, Workers' Compensation Insurance on a11 of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected und�r the Workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor sha11 procure and shall maintain during the life of., this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor sha11 furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. 2. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent . to excavation (if excavations are to be performed adjacent to same). '� 4, Damage to underground utilities for $500,000. C3-3 (5) ;i;�;�;,=��_.�� '��J�Q ; '� l�`Ur C��L��v U��IN II '��I�� Vi'�:J�,�UUp �1Ne � � � L�� . � � 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 Equa1 Employment Officzr who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equa1 Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been ' read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. � �Y � ' ' ' 1 � � � � 1 C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee... The award of the contract, if an award is made, will be to the lowest and best responsible'bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as oroposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. Al1 other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the reauired contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be r�turned by the City Secretary. C3-3.7 BONDS: With the execution a�d delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein recruired, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in�an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the fu11 and faithful execution of the work and p�rformance of tne contract, and for the protection of the Owner znd al1 other persons a�ainst damage by reason o� r:eglicence of the Cor,tractor, or im�,roo2r �xecution of tne work or th2 use or inf�rior materials. This performance C3-3 (2) ;�_�. ��;;�GULU�� G-��`'J�D `�; G U Ul Cl'rL I�:. I!�'�11�) II �, ��C'►�'��9 �i ��o � City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of r^ort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empow�red by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents sha11 be set forth on al1 of such bonds' and certif icates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under tt�e Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all p�rson engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period: A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents sha11 be kept posted in a conspicuous place at the site of the project at a11 times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Own�r; however, pos�ing and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a psrson, p�rsons, partnershin, company, firm, association, corporation or other who is approved to do business wi�h and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fu11y opera�ional business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions reauired in the oerformance of the Contract. This local authority shall be made responsible to act for tl�e Contractor in all matters pertaining to the work gov�rnz3 by the Contract whether it b� administrative or otherwise and as such shall b� empowered, thus delegated and dirscted, to se�tle a11 mat�rial, labor or other exo�nditures, all clair��s against the work or any other C 3- 3 c �� ;:�!�S�L'C�� G'�'GJ�� '��Vr ��'��'2 ' �� ; �?1v �J�:'��J, ��3. ' � i� t ' new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until aoproval of the bonds by the Owner. C3-3.8 EXECIITION OF CONTRACT: Within ten (10> days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. � � No contract shall be binding upon the owner until it has been ,; attested by the �ity Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. � ' ' 1 ' C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered.by the Owner as an ahandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it beiag impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awar3ee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. ' C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written � authorization usually termed the "Work Order" or "Proceed .� Order", it is agreed that the Surety Company will, within ten (10) days after the commence;nent date set forth in such � written authorization, co:nmence the physical execution of the � contract. � � 1 � C3-3.11 INSURANCE: The Contractor shall not conmence work under this contract until he has obtained a11 the insurance req�ired under the Contract Documents, and such izsurance has b�en a�pro�ed by the Owner. Th� prime Contracto� shall be responsible �or delivering to the Owner the sub-contractors' C3-3 (4) ''� �� G�l�'�� '��'GJ�� u' ��':;G�L��G��l�( U l�a �I)�ifUUU� �L7�a � PART C - GENERAL CONDI'I'IONS � C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Cor�tract Documents to provide for a coc�,plete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and � intent of the Contract Docur�ents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish a11 labor, tools, materials, machinery, eguipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PRGVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. Al1 such "Special Provisions" sha11 be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Ow�er reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be nece�sary, and the Contract�r shall oerform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such iten or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the oth�r party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Woric." No allowance will be made for any changes in anticipated profits nor sha11 such changes be considered as C4-4 (1) ' ��.��U�'vu�.� �:_��Q� �� :; `} � ° Q�( lr�o ��"Ji� "�Wp �lSWe _.._-..---- � ' ' 1 � � , ' !J � � ,� 5. � Builder's risk (where above-qround structures are involved). Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall prQcure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not le,ss than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by thz insured or by anyone directly or indirectly employed by him, an3 also against any of the following soecial . hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor sha11 furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor sha11 apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or ageats having ar. of �� ce located within �he city lir.i �s of the C3-3 (6) 1 ,. _. :. ., ., , ��;>>��0�� G��G��'D ��z; u � U N�IS�u IhiISUWW tl U Ila �,IIU'�Illlp �lSN1� suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for E.xtra Work af any kind wi11 be allowed unless ordered._in wr.iting by the Owner. In case any ord�rs or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer Eor written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor sha11 proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided undzr method (Item C). Claims for extra work will not be pai3 unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimat� after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of a11 deviations from the original Contract Documents as may be necessary to enable the Owner to prepar� for permanent record a corrected set of plans showing the actual installation. The comp�nsation agreed upon for 'extra wor�' whether or not iniitiated by a'change order' sha11 be a fu11, complete and final payment For all costs Contractor iacurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that tim�, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a r�sult or the cnange or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a"Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. Tnere sha11 be also shown the estimated monthly cost oi w•ork Tor which estimatPs are to be exoected. Tnere c 4— K c 3� � �; ,�G�,^�~,��:i� G�I��U�� : ��` ��G'�� v � :. (�� il��'��9 ��l�o � � � L u ' .., �� , ' , , � 1 � � matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal bas� of operations be other than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's assignment of local authority sha11 be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contr act as though bound directly into the project docum2nts. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirecnent is imposed on insurance and surety coverage. Should the Contractor's local representative Fail to perform to the satisfaction of Engizeer, the Engineer, at his sole discretion, may deinand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this r2ason. C3-3.15 VENUE: V�nue of•any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) �� D��l�� [�C��D �r p�' �� [�;IG?l� � ��e � �_��, p�, c. Durations shall be in calendar days and normal holidays and weather conditions over the duratio� 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 t.ime is defined as the amount of time between the earliest start 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximateZy fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by.activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and oreacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation an3 transmittal of submittals. 2. Submittal review periods. 3. 4, S. Shop fabrication and delivery. Er2ction or installation. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Own�r's o�erator instruction (if applicable). 8. Final insa�ction. C4-4 (5) � ,��'�li � .: �UC'� r� C"��G�G�� ` ��,�ti ��G��::G?�G�� , �'J��'�b, �(�. _, � � � ' C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Chang2 Order, the Owner reserves the right to make such ctianges in the Contract Documents and in the character or cruantities of the work as may be necessary or desirable to insure completion in the most � satisfactory manner, provided such changes do not materially � alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be "� considere3 as waiving or invalidating any condition or � provision of the Contract Documents. waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpr�ted herein as applying to the overall quantitiPs or sanitary sewer pipe in each pipe size, but not to the various depttr categ�ri�es. ' C4-4.5 EXTRA WORK: Additional work made necessary by changes and �lterations of the Contract Documents or of quantities or for other reasons for which no prices ar� provided in the , Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" I shall be executed or written order issued by the Owner to do the work for payments or credits as shaZl be determined by one or more combination of the following methods; ' a. Unit bid price previously approved. � ' !� � u L7 An agreed lump sun. c. The actual,reasonable cost of (1) labor, (2) rental of equi�;ment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10$ of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental o� equipment owned by him and used for tha extra work. The fee sha11 be tu11 and complete compens�tion to cover the cost of superintendence, overhead, other pro�it, general and al l other exp�nsP no`. ir.cluded in ( 1), ( 2), (3), anc (4) abova. T�e �ontractor sha11 keeD accurate cost records o� th� form and �n the nethod C4-4 (2) �� I�6yU�� U ��b U'}��I�JUi� I� L, J��:�; WlSICi�1U1 Y _�f�� '�19 ��o - PART C - GENERAL CS-5 CONTROL OF MATERIALS SECTION C5-S CONTROL OF WORK AND MATERIALS CONDITIONS WORK AND C5-5.1 AUTHOR.ITY OF ENGINEER: The work shall be performed to the satisfaction of the Engine�r and in strict comnliance with the Contract Documents. He shall decide all qu�stions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He sha11 determine the amount and quality of the work completed and materials furnished,.and his decisions and estimates shall be final. His estimates in such event shall be a condition to th� right oF the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contra�tor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise descri�ed in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cas�es be determined by the Engineer and authorized by the Owner by Change Orde�. c�—s c i� ��r ;,�t r�, �J�� ';��5�i�.V�.�.� In_�., �'",;-u�U c�,��:: c��"'U �� % Uc� 11 U y� L�!/�o .n � , shall be r p esented also a composite graph showing the � anticipated progress of construction with the time being plotted horizontally and the percentage oF completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall � be furzished to the Owner. C4-4.7 PROGRESS SCHEQULES FOR WATER AND SEWER PLANT ' FACILITIES: Within ten (10) days prior to submission of first monthly progr2ss �ayment, the Contractor sha11 prepare and submit�to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on � the work, the date of which he will start the several major � activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the "" same. The schedule shall be in the form of a time schedule � Critical Path Method (CPM> network diagram, As the work progresses, the Contractor shall enter on the diagram the ' actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also rev�ise the schedule to reflect any adjustments in contract time approved by the Engineer. ' Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. � As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. ' Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding � of the contract requirements. The following guidelines shall be a3hered to in preparing ' the construction schedule: a. �!ilestone dates and final project co�pletion � dates shall be developed to conform to time constraints, sequencing r�quiremer.ts and ' comoletion time. � b. - The construction process shall be divided into activities with time durations of aporoximately rourteen (l�) days and construction values not to ' exceed $50,000. Fabrication, deli�ery and submittal activities ar� exceptions to this cLideline. ' . � ��;��0'cOG�� 6��[�C�C�� 1 c � - � c � > ��`� ��GG?[�G��l u'lo �t, ;��r�io �� , � � adequately provid traveling oublic or project extends or project routing. e for the safety or convenience of the � the owners of property across which the � the safety of property contiguous to the The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship an3 materials entering into the work. CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: W;��n, in the opinion of the Owner or Engineer, a condition oL emergenc y exists related to any part of the work, the Contractor, or the Contractor�through his designated renresentative, sha11 respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emargency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-3ay or on a working-day basis. Should the Contr3ctor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requiremznts of the project specifications or p�lans, the E�:gineer shall give the Contractor written notice that such work or changes are to be performed. The written notice sha11 direct attention to th� discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount egual to the entire costs for such reme3ial action, plus 25�, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. T:.e field oifice shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through i�s Engineer, wi11 furnish the Contractor_with all lines, grades, and measurements necessary to the proper prosecution and contr�l of the work contracte� for under these Contract Documents, and lines, grades and m=_asurements will be established by means of stakes or other customary method of marking as cr.ay be found consistent with good practice. � � — 5 c 3 � ,,,,;��4�Gp�;� �;��uG�D . ��0 U �e'�".; c'�l�lCnle U � �o �C'I�Wo UL�W � J `�i � ..r � � � LJ 9. Operational testing. 10. Final inspection. � If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor sha11 take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised , schedule demonstrating his program and proposed plan to make up lag in scheduled orogress and to insure com�letion of the work within the contract time. If the Owner finds � the proposed plan not acceptable, he may require the � Contractor to increase the work force, the construction plant and equioment, the number of work shifts or the ,., overtime operations without additional cost to the Owner. "' Failure of the Contractor to comply with these requirements sha11 be considered grounds for determination by the Owner � that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified, � � , 1 ' � , ' ' � c a— 4 c 6� ;;'�(��8� �l�_�. ;_'[��r,G,� . _ �: ��' ��: G'� ��"� ' ��o ��r��G�o ��a CS-5.9 INSPECTION: The Contr3ctor shall furnish the Engineer wit� every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance oE the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor sha11 restore said portions of the work to the standard required by the Contract Docum�nts. Should the work exposed or examined prove acceptable, the uncovering or rem�ving and replacing of the cov�ring or making good of the parts removed sha11 be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No wor� shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected sha11 be remedie3 or removed and r�.eplaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor' to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauth�rized work to be removed, and the cost tnereof may be de3ucted fr�m any money due or to become due to the Contractor. Failure to require the removal of any def�ctive or unauthorized work shall not constitute acceptance of sucn works. C5-5.11 SUBSTITUTE biATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipmsnt sbecified, and if Contractor wishes to furnish or use a Qroposed substitute, he shall, prior to the preconstruction conferen�e, make written application to ENGINEER for approval of such substit�lte certifying in writing that the proposed substitute will perform adequately the functions called for by th� general design, be similar and of equal substanc� to that specified and be suited to the same use and capable of performing the same function as that speciried; and identifying all variations of the proposed c � � : -,: �.�; ��_��+��1 C�-5 5 `:,';�I; ;'� Jl�:t. � '��,li lc�l�':;e,�'5�c�U � �s�,1�J`�'��9 ��. � «� r 1 � � � � � �J � � � ' 1 .' � , � C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up oF several sections, which, taken together, are intended to describe and provide for a complete an3 useful project, and any requirements aopearing in one of the sections is as binding as though it occurred in a11 sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, sp2cial conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any aopar�nt error or omission in the Contract Documents, and the Owner shaZl be permitted to make such corrections or interpretati�ns as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discreoancy, he shall imm�diately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of th� Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive 'resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with tliree s�ts of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract sha11 giv� to the wor�c the constant attention necessary to facilitat� the orogress th�reof and shall cooperate with the Engin�er, his inspector, and other Contractors in every possible way. The Contzactor shall at all times have competent personnel available to tne project site for proper performa;�ce of the work. The Contractor �na11 provide and maintain a� all times at the site of the project a competent, English-speaking superintendent and an assistant who arz fully autnorized to act as the Contractor's agent on the work. Such suoerintendent and his assistant shall be capablF o= reading and understanding the Contract Docsments an3 s!�all rece;v� and fulfill instructions from tne Owner, the Engin�er, or his authorized reuresentatives. Pursuant to this responsibility of the Gontractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on th� work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and sna11 be subject to ca11, as is the oroject Superir.tendent, at any time of the day or night on any day of the wee�c on which the Gr1Qli1�`� deterr��ines �f13` C1rCl'_IilSi`..di1C25 r?Q111r? t}1= v�?S�.^.C2 OIl the �roject si`e or a rz�resentatice of the Cont=accor to CS-S (2) ��G�G�I�,� ��G�D c��' ��r��Q�( J U� �'� :�:'�II U� �lSWo � ground, and shall materials shall b prompt inspection. be placed under cover when dir�ctAd. Stored � P placed and located so as to facilitate CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locatiQns.on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and s�rvice lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on th� plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasi;�g the pay quantities in any manner whatsoever, unless an obstruction encount�red is such as to necessitate changes in the lines and grades of consid�rable magnitude or requires the building of special works, provision for which i� not made in the Contract Documents, in which case�.the provision in these Contract Docume:�ts for Extra Work sna11 appl�. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufiiciently in advance of constructi�n in order that he may n�gotiate such local adjustments as nec�ssary in the construction process to provide adequate clearances. The Contractor shall take al1 necessary precautions in order to orotect all existing u.tilities, struc�ures and service lines. Verification of exi�ting utilities, structures and s�rvice lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction in�luding exploratory excavation if necessary. A11 verificati�n of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the work where the int�rruption of the Contractor, at least 24 be r�quired to: _ normal prosectuion of service is nec�ssary, hours in advance, shall 1. Notify the Wat2r Department's Distribution Division as to location, time, and schedule of service interruption. c�—s c�� !��!�0�:� U'[�C�J°�� \J . �.��'y� c"��;�a°�C�� U �ia UG�VU':�UUp U�Wo � � � i�7 � �� , � � � � 1 � �J "� � � � � LJ L � � � � These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engin�er to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully c�estroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will be deducted from paym:nt due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors wi11 bz authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the mat�rials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill tne requirements of the Contract Documents, and to ca11 the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case �f any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will nave au�!:-�rity to reject materials or equipment to suspend work until the question at issue can be referre3 �o and be decided by the Enginzer. The City Inspector will not, however, be authorized to revokP, alter, enlarge, or release any rPquirement of these Contract Documents, nor to aoprove or accept any portion or section of the work, nor to issue any i�zstructions contrary to the requirer,lents of the Contract Documents. He will in no case act as superintendent or foreman or oerform any other duties for the Contractor, or inter�ere with the manage:nent or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector cr Engineer when the same are consistent with the obligations o� th� Contract Documents, provided, however, should the Contra�tor object to any orders or instructions of the City Inspector, the Contractor may within six days make written ��za1 to tnz Encir.��r fo� nis decision on the natter in contro�.ersv, r C�-5 (4) �.:��U��O�:� ��u�D � ;�^ �� G�� ;?'�, �,,�,r,��o ��o .� unsatisfactory procedure, the City nay take such direct action �� as the Engine�r deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25$ of such costs, -�+ shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as cov�re3 by these Contract Documents, and b�fore final acceptance and -�+ final payment will be r�ad2, the Contractor shall clean an3 remove from the site of the oroject all surplus and discarded '� materials, temporary structures, and d�bris of every kind. He ,, shall leave the site of all work in a neat and orderly condition equal to that which origiiially existed. Surplus and ..� waste materials removed from the site �f the work shall be disposed of at locations satisfactory to the Engineer. The Contract�r shatl thoroughl clean all equipment and materials installed by hiin and sha�l 3eliv�r over such materials and equipment in a bright, c ean, polished and n�w appearing ..� condition. No extra �ompensation will be made to the Contractor for any clean-u� required en the project. � CS-5.18 FINAL INSPECTION; Whenever the work provided for in and contemolated under the Contract Documents has been satisfactorily completed and final cleanup performe3, the � Engineer will notify the proper officials of the Own�r and request that the Final i�spection be :na3e. Such inspection will be made within 10 days after such notification. After � such final inspection, if the wor;c and mat�.rials and equipment are found satisfactory, the Contractor wi11 be notified in writing of the acceptance of the same aftzr the proper � resol�ition has been passed by the City Council. No time charge will be made against the Contractor between said datz of notification of th2 Engineer an3 th? date of final inso�ction of the work. � � � � C 5- 5 ( 9) ��G�t� 6=��Ji�� C��11 ��G��°��J e �o � `��o �� . _ __ .:.�:�: . � .� � � � � � ' ' , C� ' � � ' ' � � substitute fron that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installzd without such performance guarantee and bonds as Owner nay require which shall be furnishe3 at Contractor's expense. Contractor shall indemnify an3 hold harmless Owner and Engineer and anyone directly or indirectly emoloyed by either of them from and against the claims, damages, losse5 and expenses (including attorneys fe�s) arising out of the use of substituted mat�rials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERZALS: Wher�, in tne opinion of the Engine?r, or as call�d for in the Contract 7ocuments, tests of materials or equipment are necessary, such tests will be made at th� expense of and paid for direct to the testing agency by the Owner unless �therwise specifically provic3�d. The failure of the Owner to make any tests of materials shall be in no way relieve the�Contractor of his responsibility of furnisning materials and equipment fu11y conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise soecified, will be made in accordance with the latest methods prescribed by the American Soci�ty For Testing �iat'rials or�specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer nay require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, usP the materials represented by the samgles until tests have been made and the materials approved for use. The Contractor will furnisii adeauate samoles without charge to the Owner. In case of concrete, the aggr�gates, d?sign mini�!um, and the mixing and transporting equipment sha11 be approved by the Engin�er before any concrete is placed, �nd th� Contactor shall b� responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests sha11 be made at least 9 days prior to the placing o� concrete, using samples from the sa;ne aggregate, cement, and mortar wnich are to be us?� later in the concrete. Should the source of �upply change, new tests sha11 be ma3e prior to the use of the new materials. CS-5.13 STOP.AGE OF MATERIALS: P.11 �na��rials whic� ar2 to be us2d in the construction operation sha11 oe sto:ed so as to insure tn? or�servation of the Quality and fitness o� the work. �+'h�n dir=cted bv the E[lgi.7e�r, th�y shall b� plac�c o-: wooden platror�s or other har�, ciean dura�l= surfaces ar.� not on the CS-5 (b) ��;�I�U'��G�l�.11. Ij;i(��C�U� ci� 6 ':: ��'1l � �':�G�[�� Uu `�u�^-'r'�r�o �i�a � � r C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage an3 waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work oa any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, prooerly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by.the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from oojectionable odors so as not to cause a nuisance. Al1 sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: hiaterials or ec�uipment stored about the work sha11 be so placed and used, and the '� work shall at all times' �be so cor.ducted, as to cause no �,� greater obstruction or inconvenience to the public �han is considered to be absolutely necessary by the Engineer. The � Contractor is required to maintain at a11 times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egr�ss to property contiguous to � the work area. The Contractor sha11 make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation "'� operations, at all driveway crossings. Such provisions may ,. include bridging, placement of crushed s�one or gravel or such other means of providing proper ingress and egrzss for the proo�rty served by the driveway as the Engineer may approve as aopropriate. Such other m�ans may include the div�rsion of `""� driveway traffic, wi'th specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any � location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrange:�ents satisfactory to the Engine�r for the diversion of "� traffic, and shall, at his own expense, provide all materials and perform all work necessary For the cons�ruction and naintenance of roadways and bridges for such diversion of - traf�ic. Sidewalks must not be obstructed except by special , permission of the Engineer. °'�' The naterials excava't2d and th� construction mat�rials such as pio� used in the construction o� th� work shall be placed so ZS ^O� t0 Er?CZ.RC?� `�.fl� 4;p�:C O'_' D:��'=,^:� free dCCt�SS t.0 Z� 1 fire Cl_�'Qrc�1�c � r"i rc`' alarm bOX�.'S � D�� 1C2 C�1! DOXE.'S � Wc��L" �alves � C6-6 (2) � � � `�� -� - �� ;� � � � ��•ri�� i��:<? ilu'v `v,►��G��:� �:��- ��' ��i �C�''��'' G �.r.,�S� ?�� o �.. y ii, : �� ' � � � 2. Notify each customer personally through responsible personnel as to time ar�d schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a preoared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type sha11 say: "NOTICE" Due to UtiLity Improvement in yo�ir neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and . � � This inconvenience will be as short as possible. Thank you, Contractor Address � Phone b. Emerqency: In the event that an unforeseen service interruption occurs, notice sha11 be as above,but immedi�te. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: I=, through , acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor sha11 suffer loss or damage on the work, the Contractor agr`es to settle with such other � ConLractor or sub-contractor by agreement or arbitration. If such otner Contractor or sub-contractor sha11 assert any claim against the Owne: on account of any damaga a11eged to have been sustained, the Owner will notify the Contractor, who � snall indemnify and says harmless the Owner against any such ,, claim. � r ' � � � CS-5.17 CLEAN-UP: C1ean-up of surplus and/or waste materials accumulated on the jo� site during tne prosecution o� the work under these Contract Documents shall be accom�lished in ke�ping with a aaily routine established to the th� satisraction of tne Enaineer. Twenty-fours fours after written notic� i� civen to t^e Contractor �:;at tn� c12an-u p on the job si`_� is groce�dinQ �n � manne� �-;satisiac�ory to the Enc�ir.eer, i� the Contractor �ails to cor=ect the C�-5 (8) ;;'I.'�''i �''� uL�:F� G'C�'CU `� � �:: O�'tir �"��:: N:C��1G�1� �U, ��'�r'ti�p ��o carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes reguired by the contract, enter uoo� the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoinilig work. Any additional grounds desired by the Contractar for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When tne work encroaches upon any right-of-way of any railway, the City will secure the necessary easzment for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Con�ractor shall give the City notice no� less than five days �rior to the time of his intentions to begin work on that portion of the project which is related to the railway prooerties. The Contrac�kor will not be given extra or additional compensation for such ra�lway crossings unless sQecifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN; Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or nroperty and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor sh�ll furnish and maintain at least one easily visible burning licnt at each barricade. A sufficient number oF barricades sha11 be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being �r�aintained. The Contractor shall furnis;� watchmen and keep then at their respective assignments in sufficient numbers to protect the work and pr�v�nt accident or damage. All installations and procedures sha11 be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and highways" issued under the autnority of the "State oi Texas Uniform Act ?egulating TraFfic on riighways", codifie3 as Article 6701d V�ron's Civil 5t3t11��S� p?L'�l.nent 52C�lOf1S being SeCt10:1 1`IOS. 2%� 24� 3Q and � i J � • C6-6 (4> .. � C��O �8�� G��, � ,��I � �, �i �:L� e �� '�G�' 'sG'U �. �GG-��F ►�s. � � � � � � � � � l_.: � � � 1 � PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor sh.all at a11 times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comoly with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify an3 save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give a11 notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood tha� without exception the contract prices shall include a11 royalties or cost arising from patents, trad�-marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use oi any such patented design, device, material or process, or any trade-nark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringem?nt at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringem�nt of any patent claim�d to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harml�ss on account of such suits. C6-6 (1) �� COQ� ��G��►r�@ i: r C � }Ic�,�L WNUe111r � �� !� � f�o I�Jr'��P ��, � � S � � � ' 1 � ' � � ' � � gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety whicli may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases oi emergency when it shall have the right to remedy any neglect without no�ice, and in either case, the cost of such work done or materials furnished by the Owner or by the Cit�r shall be ded,ucted from manies due or to becomz due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requzsted to be close3 or obstructed or any fire hydrant is to be ma3e inaccessible, and, when so dir�cted by the Engineer, shall keep any street, streets, or highways in condition f�r unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arra�hgements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings sha11 include the roadway approaches as well as the structures of such crossings. The Contractor s:�a11 at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wher�ver any such damage nay be done, the Contractor shall immediately satisfy all claims of property own�rs, and no payment will be made by t�e Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such clai�s adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, F.LLEYS, AND RIGHT-OF-WAY: ror tne performance of the contract, the Contractor will be permitted to use and occuoy such portions of the public streets and alleys, or other oublic places or other rights-of-way as provided for in th� ordi�ances of the City, as 5tiown in t}ie Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, mat�rials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction ooerations. Excavated and waste ma�erials sha11 be piled or stack�d in such a way as not to interfer� with the use of spaces tha� may be designated to be left free and unobstructed and so as no� to inconvz:�ience occupants o� a3jace^t property. IL the s�r »:. is o�cu�ied by railway tracks, th= �w�rk shall be C6-6 (3> ��,��I�d �°��'G�J�r�o� � �� 'rG� `�Q� �. �G��bf ��'�� , advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is reguested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arisina out oF such use of explosiv�s. All claims arising out of the use oF explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receiot of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places sha-11 be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the� care of a competent watchman at all times. All vehicles in which explosives arz being transported shall be plainly marked as mentioned above and shall, insofar as oossible, not use heavy traFfic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into orivate property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work ar2a considered necessary by the Contractor shall be provided by him at his own expe�se. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City sha11 be notified in writing as to the rights so acquired before work becins in the affected area. Tne Contractor shall not enter uoon private property for any purpose without having previously obtained permission fro�n the owner of sucn property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless soecifically oro�•ided otherwise, the Contractor shall clear all I'lc3flt5—Oi—Wdy or easements oE oostructions whic:� must be removed to make possible proper prosecution of �h� work as a part oF the project construction operations. The Contractor ci1G11 ;�A rCSDO�iS'_:i� i0� �rl� DrC52��ic�l0[1 Oi d^� S:ld�l U52 C6-6 (5) Vll �� B�l ��Q� �. ��'�o � � � i ' � � ' ' ' , u ' The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace. the permanent sign with a temporary sign �neeting the requireme�n�ts of the above referenczd manual and such temporary sign must be.installed prior to the remo��al of the permanent sign. If the tem�orary sign is not installed correctly or if it does no� meet the required specifications, the permanent sign shall b� left in place until the temporary sign requirements are met. When construction work is comoleted to the extent that the permanent sign can b� re-installed, the Contractor shall again contact the Signs and Markings Division to re-iastall the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for a11 danage to the work or the public due to failure of. barricades, signs, fences, lights, or watchmen to protect them. Whenev�r evidence is found of such damage to the work the Engineer may order the damaged portion immediately remove3 and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall hav2 been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and matsrials involved in the constructing, oroviding, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent remov3l and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. ^6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to-use explosives, drop weight, etc., in the � prosecution of the work, the utmost care shall be exercised at a11 times so as not to endanger life or property. The ' Contractor shall notify the proper representative of any oublic service corporation, any company, individual, or utility, and �he Owner, not less than twenty-foLr hours in � �' � C 6- 6 ( 5) J��U��G�:� �i��1� �0� ��' '° �?u' �, c��;��G�g ��e � � proposal. Therefore, no separate payment shall be allowed for any service associated with this work. � In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, �•+ and without notice when a nuisance or hazardous condition results, proceed t�o repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, � and the cost thereby will be deducted fron any monies due or to become due to the Contractor under this Contract. � C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr2ed � by the oarties tl�reto that Contractor shall perform ali work and services hereunder as an in3ependent contractor, and not � as an officer, agent, �ervant or employee of the Owner. �+ Contractor shall have exclusiv� control of and the exclusive right to control the det�ils of all the work and services performed hereunder, and aI1 person� performing same, and � shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of � respondeat superior shall not apply as between Owner and Contracto.r, its officers, agents, em�loyees, contractors and su'ocontractors, and nothing her�in shall be construed as � creating a partnershio or joint enterprise o�tween Ownar and Contractor. -� C6-6.12 CON^1RACTOR'S RESPONSIBILITY FOR DAMP.GE CLAIMS: Contractor covenants and a�rees to, and does hereby indemnify, hold harmless a:�d defend Owner, its oFficers, agents, s�rva�ts, and employees from and against any an a11 claims or suits for property damag� or loss and/or personal injury, � including death, to any and a11 persons, of wnatsoev�r kind or character, whether rzal or asserted, arising out of or in connec�ion with, directly or indirectly, the work and services � to be performed h�reunder by Contractor, its officers, agents, emoloyees, contractors, subcontractors, licensees or invitees, � whether or not caused, in whole or in part, by alleged ne�ligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of th? �wn�r; and said Contractor does hereby covenant and agree to assume a11 liability and responsibili'ty oi Owner, its � officers agents, servants and em�loy�es for property damage or loss, and/or personal injuries, including death, to any and a11 persons or wnatsoever kind or charact�r, whether real or � ass�rted, arising out of or in connection with, d�r�ctly or :r.cire��l�'� �h? p�Oric ana S�i'V1C�S t0 D2 p=rformed i�ereunder b�' ^�l Contractor, its o�iice�s, acents e.�,�loye�s, cor.:.ractors su�contractor=, licensees and inri�.ees, wn=t ' her or r.o� caused, 1pE �,� � C 6- 6 ( 8) ��C�6 6�'15v�� C�� 'r� °'�"'`� o��.�� .�, � �o� . � � � � � � a 1 every precaution to prevent damage to a11 trees, shrubbery, plants, lawns, fences, culverts, curbing, and a11 other types of structures or improvements, to all water, sewer, and gas lines, to a11 conduits, overhead pole lines, or appurtenances thereof, including the construction oi tenporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the prooer representatives of owners or occupants of public or private lands or interest in lands which might be affected by the wor;c. Such notice shall be made at least 48 hours in advaace oF the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, Pither as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any tim� du� to defective work, material, or equipment. when and where any direct�or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condi=ion at least equal to that ?xisting before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. , All fences encountered and removed during conatruction oF this project sha11 be restored to the original or a better than original condition upon completion of this project. t When wire fencing, Pither wire mesh or barb�d wire is to be crossed, the Contractor shall set cross braced posts on either side of o=rmanent easement before the fence is cut. � Should additional fence cuts be necessary, the Contractor sha11 provide cross braced posts at point of the proposed � cut in addi�ion to the cross braced posts provid�d at the permanent easements limits, before the fence is cut. , � � � Temporary fencing sha11 be erPcted in place of the fencing re�oved whenever the work is not in progress and when the site is vacated overnight, and/or at al1 times to prevent li�estock from entering the construction area. The cost for ience renoval, tem�orary closures and replacem=_nt shall be subsidiary to the various items bid in the project C6-6 (7) ��a�ap�d ��C�� 8�' ��G�� f�o �� ; �� expiration of the six month period the Director may recommend that final payment be made if alI other work has been performed and all other obligations of the Contractor hav� been net to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on oth�er Watar Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work p�rformed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim conpensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, settin� out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement oE t'ne details and amount of such alleged damage and, upon request, shall give the Engineer access to all books oF account, receipts, voucners, bills of lading, and other books or pap�rs cont4ining any evidence as to tn� amount of such allzged damage. Unless sucl� statements sha11 be file3 as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to pay�ent on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or alt�r in an�y manner the property of a public utility or others, the said property shall not be moved or intcrf2red with until orders thereu�on have been i�sued by the Engineer. The right is reserv�d to the owners o� public utilities to enter the geographical limits of the Contr3ct for the purpose of making such changes or repairs to their prooerty that may be necessary by the periormance of this contract. C6-6.15 TEbiPOnARY SEWER AND DRAIN CONNECTIONS: h'he� existing sewer lines havz to be taken uo or removed,�the Contractor shal�, at his own expense anc cost, provide ana maintain tempo�ar7 outlets and connections for all private or public drains and sew�rs. Tne Contractor sna11 also take care of a11 sewag� and drainage which wi11 be re�eived fron thes� drains snd sewers, and for this purpose he sha11 provide and ��aintain, at his own cost and expensP, adequate pumping facil��ies and temgorary outlets or div�rsions. '�'he Ce��ractor, at his own cost and ex�ense, sha11 construct suc!� �=ouahs, pi�es, or oth�r s�ruc�L'iES necessary, and be �re�a=�d at a11 �imes to d�s�ose of draizaae ana sewage C6-6 (10) ��CQfr�l� 8��J�:� : C@�'( ��'r�:� "a°�`U � �r�cs�� ►�'N�. � � � � � !.q � II � L.: in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does herpby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all. alleged acts or omisszons of officers, agents, servants, emoloyees, contractors, subcontractors, licenses, or invitees of the Owner. Zn the event a written claim for damages against the contractor or its subcontractors remains unsettled at th e time all work on the project has been comQleted to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that tt�e claim has been szttled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-day perio3, the Contractor may be deemed to be entitled to a semi-final paym�nt for work completed, such semi-final payment to b� in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final paym�nt may then be recomm�nded by the Director. The Director shall not recommend final pay�n�nt to a Contractor against whom such a claim For damag�s is outstanding for a period of six months following the date of the acceptance of the work p�rformed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith outstanding have failed, efforts have been made to settle such claims, and such good faith efforts � If_ condition (1) above is mat at any tim? within the six month period, the Director shall recommend that the final payment to � the Contractor be r�ade, Ii condition (2) above is met at any tim� within the six month p=riod, the Director r,.ay recomm?nd that �he final payment to the Contractor be n.=d?. At the � � � � ,�- ,.. , : C6-6 (9) u ��aC�U�d ��'JGl@ ��1 ��'�G?��V �o �ur.��G�, i��{a � thereof by action of the elements or whatsoever, whether arising from the execution of the work,� The Contractor shall rebuild, and make good at his own expense all injuries portion of the work occasioned by any of causes. ,� from any cause � or nonexecution repair, restore, �"' or damage to any the hereinabove C6-6.19 NO WAZVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to me�t the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the �wner, either personally or otherwis� as they are agents and representatives of the City. � C6-6.21 STATE SP.LES TAX: On a contract awarded by the City of Fort Worth, an organization wnich qualifies for exe mption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, tne Contractor ma y purchase, rent or 1eas� all materials, supplies and equipment used or consumed in the p�rformance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to co�ply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu of the tax shall b� subject to an3 shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Conptroller rulings pertaining to the Texas Limited Sa1es, Excis�, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort riorth, an organization which qualifies for exemption pursuant to the provisions of Article 20.0� (H) of the Texas lirnited Sales, Excise, and Us? Tax rct, the Cont:actor can orobably be exe�,�pted in the sa�� manner St3t2Q abov=. UU'U'��G�L� ��lSCUIn:'�' c 6 — 6 c ? 2 � �CO� �'r� � ' ��'i� (�e �G�, ��G�o �� ..� ... ...� � � �� -� r �� receive3 from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and naintained under the Contract, except when specified or ordered to be abandoned by the Engineer. Al1 water, sewage, and other waste shall be disoosed of in a satisfactory manner so that no nuisance is created and so that the work under const�uction will be adequately protected. � C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City wat�r in connection with any construction work, he shall make complete � and satisfactory arrangements with the Fort Worth City Water � Depart�nent for so doing. � City water furnished to the Contractor shall be delivered to "" the Contractor from a connection on an existing City main. � All piping required beyond th� point oE delivery shall be installzd by the Contractor at his own expense. � The Contractor's responsibility in the use of a11 existing fire hydrant and/or valves�.is detailed in Section E2-1.2 USE � OF FIRE HYDRANTS AND VALVES in these Gener2l Contract Documents. � When meters are used to measure the water, the charges, if '�'' any, for water wi11 be at the regular established rates. When � meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance � applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. � � , , , , � � C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Ltihenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. Al1 necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment,'or to deficient operations on the part of the Contractor, shall be perform�d by the-Contractor at his own ex�ense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE hORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take ev�ry necessary precaution to prev�nt injury or danag� to the wor:� or any part �... __.. C6-6 (11) � � (�f�� 0�� C�G�@ I\; � 1� Y �LS'u W�� . DDNJU:'UIN� 1lSl�'w � i� �� Lirnited Sale, Excise and Use Tax permits and information can be obtained from: �"' Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX � . � ' � � i � r ' � � � - � R , C 6 - 6 (13 ) u�(�BCBQ�� [�� `` �� C��r�[��'� , (�. �►G��b, ��zo ,.. prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. Tne Con_trac�tor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equioment, materials, and labor as is necessary to insure�its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has r2ceived written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be C7-7.8 "Extension of Tim and a progress contract time. schedule changed only as set forth in Section e of Completion" of this Agreement, shall not constitute a change in the C7-7.4 LIMITATIONS OF OPERATIONS: The working operations sha11 at a11 times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on opera�ions in a portion of a street or public way greater than is necessary for the prooer execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his suoerintendent. A11 othzr workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, for�;nen, and wor�cmen who are careful, competent, and fully qualified to p�rform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any ozrson or persons employed by the Contractor ir. �r about or on the work who, in the ooinion of the Owner, shall misconcuct himself or be fo��d to b? incon�etent, disrespectful, inter��gerate, dishonest, or c �— � c 2> ��0��%�� rC�;►r��► � C�B��G ,'�� VZI� � v� I o j !!!c,''";� � ..� ,,. � � 7 � � � � � i � C� � PART C - GENERAL CONDITIONS C7-7 PROSECUTZON AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUHLETTING:_ The Contractor sha11 perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50�) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in pers on or by a superintendent or other designated representatives. � C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not °'� assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same ^ or any part thereof without the previous c onsent of the Owner � expressed by resolution of the City Council and concurred in by the Sureties. � , L; � � � � � � � If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contrac t or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the op�ion of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulnent, any monies due or to become due und�r or by virtue of said contract shall b� retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. - C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall subnit to the Engineer in five or more cooies, if requested by the �ngineer, a progress schedule preferably in chart or diagran =orm, or a brief outlining in detail and step by step the manner of ��aC�O�� D � � — � � � � ��:; �� G��G��l I�, @��'�, 4�'�, ' � C7-7.7 TIME OF COM�IENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the timP specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor sha11 maintain a rate of progress such as will insure that the whole work will be performed and the premis es cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of comoletion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire; flood, tornadoes, eoidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the dat? of completion is base3 on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a r2view of the Contractor's purchase ord�r dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide atte:��t to secure delivery on schedule. This shall include efforts to ob�ain the supplies and materials fron alternate sources in case the first source cannot make deliver�•. If satisfactory execution and completion of the contract should require wor;c and materials in greater ar,�ounts or quantities than those set forth in the approved Contract Docunents, then the contract time may be increased by Change Order. C7-7.9 DEL�YS: The Contractor sha11 receive no co:��ensation for c�lays c= !-:ir.nrances to �he w�rk, except when cirect and unavoidabl� ex�ra cos� to tne Contractor is ca�=_ed bv the Ld1�UL'E OL �.C12 �.''t.V t0 ar0�'_C� 'I'i�Or�:��`..lOfl OZ ��c:.cL'lal� 1F C%-% ��) _ ^ ��a�� c�c�� 0�� 15�r�� '° e�� : �e �`'�f `�'�tG�'J4 �i[�i . . � � ^� � � .�r � �r � I� l � � ' otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such p�rson or persons shall not be employed again thereon ■ without written consent of the Engineer. � All workmen shall have sufficient skill, ability, and � experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. , ' � The Cor.tractor shall furnish and maintain on the work all such equipment as is coasidered to be necessary for prosecution of the work in an acceotable manner and at a satisfactory rate of progress. A11 eguipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: El.�apse3 working days sha11 be computed starting with the first day of work completed as defined in C1-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. � Nothing in th�ese Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: � a. A request to work on a soecific Legal Holiday must be made to the than th� proceeding Thursday. Saturday, Sunday or Engineer no later , b. Any work to 'oe done on the project on such a � specific Saturday, Sunday or Legal Holiday mu�t be, in t•he opinion of the Engineer, essential to the timely completion of th� project. � The Engineer's decision shall be final in response to such a :.� request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to � the Contracto� for any work perform�d on such a specific Saturday, Sunday or Legal 3oliday. ' � .� � � � Calendar Days shall be defined in C2-1.24 and the Contractor may work as he so desires. C 7 - 7 ( 3 ) ,. ,. . _. ��,��G��Di�_� G'�� `��—�, � �:, . `' \J ��'�� '�: G��G'`v' f�a �� `��p ��a $ 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and ov�r $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time soe�ified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor sha11 suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither wi11 the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavoxable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to orevent damage or deterioration of the work perform�d; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be ablz to complete a portion of the project due to causes beyond the control of and without the fault or negliger.ce of the Contractor as set forth in Paragraph C7-7,8 EXTENSION OF THE 'rIME OF COMPL�iION, and should it be determined by mutual consent of the Contractor and th� Engineer that a solution to a11ow construction to proceed is not available w�thin a reasonable perioc of time, then tne Contractor nay b� rzimbursed for the cost of movin his �cuionent of� the job end r�turning the �ecessar� e�uipr,�ent to the jo5 when i� is d�ternined by tn� Engineer C7-7 - �- ^^ � 6 � � �r��:= � �� r ��r�n��D _�,�� 4r L�I��f'd��Uli=��, ;' C�� a ��r��9 lli?.', �* � � � �.,i Ij � � � , � � � ' ! .. � ' i� � � � any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be oresented by the Contractor to the Engineer and if by him found correct shall be approved and rePerred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is cause3 by specific orders given by the Engineers to stop work, or. by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the C ontractor 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 sha11 release the Contractor or the surety on his performance bond from aIl his obligations hereunder which shall remain in fu11 force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after thz time specified in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated dar.,ages suffered by the Owner. AMOUNT OF CONTRACT - Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 � 25,001 to � 50,000 $ 50,001 to $ 100,000 $ 100,001 to $ 500,000 c�—� c>> inclusive $ inclusive $ inclusive $ inclusive $ inclusiva S inclusive S 35.00 45.00 63.00 105.00 154.00 210.00 �;��(��d�Dl�d �?�C�� :��( ��G�C��1� ��o �1C� �-'�G�, ��o b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time, c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations.. � e. Substantial evidence that the Contractor has abandoned the work. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requir�ments of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the•Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction o� work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. � k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable �anner. If the Contractor commences legal action agai�st the Owner. _ A cooy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. khen work is susnended ior any cause or causes, or when the contract is cancelled, the Contractor sha11 discontinue the work or such part thereof as the Owner sha11 designate, w�ereupon the Sur2`ies may, at t�eir op`ion, assume the contract or that portion th��=_o� w�icn tne Owner has ordered the Co�tractor to discontinue, an� r,a�• perFo�m tne sa<i�e o= may, with `he written C7-7 (8) �� f��BC�BG�d �'[�C�� 8� ��rG��G�e� (�o �1GG'�G�4 �(�� ; ■r � 1 that construction may be resumed. Such reimbursemant shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. �w � � �� 1 � � � , I 1 � No reimbursement shall be allowed if the equipment is movsd to another construction project for the City of Fort Worth. The Contractor sha11 not from the Engineer and sha11 promptly when notifie op=rations. suspend procee d by th war.k without written notice d with the work operations e Engineer to so resume C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whanev2r, b�cause of Na�ional Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not ob�ainable. If, after investigations, the Ownet finds that such conditions existing and that th? inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement nutually acceptable to both the Owner and the Contractor and f inal payment shall be r;,ade in accordance with the terms of the agreed settlement, which sha11 include, but not be limited to, the payment for a11 work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engi�neer or the Contract may b� declared cancelled by the City Council for any good an3 sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: - a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. ��_� � � � ��o�o�� '� �� G��°JQ� f�o P�G��I�, �[�o � � been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in pzrt, in accord�nce with this section, whenever the owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, an3 the date upon which such termination becomes effective. Receipt of the notice sha11 be deemed conclusively presumed and established when the letter is placed in the United States Mail by.,the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise di•rected by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specifiec� in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; �. transfer title to the Owner and deliver in the nanner, at the times, and to the extent, if any, directed by the Engineer: c�—� cio> �(��C��Q� �}��G;C� (� �U� ��.� '� G,}� �. ��'�, ��. _._ � � .� � ..,� �� t � � � � � � �� 1 consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks aftez the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for a11 work performed by them in accordance with the terms of the Contract Documents. A11 monies remaining due the Contractor at the time of this default shall thereupor. become due and payable to the Sureties as the work progresses, subject to all of t�e terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it nay determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have th� right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such wor�. In case such expenses shall exceed the amount wnich would have � been payable under the Contract if the same had been cornpleted by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the ' Owner of the excess du�. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the , tercr�s of the Contract Docum�nts and in such a manner as to not hinder or interfere with performance of the work by the Owner. 1 � LJ i C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be consid�rea as having been fulfilled, save as provided in any bond or bo:�ds or by law, when all the work and all sections or parts o� ti-:� o�oject covere� by the Contract D�c::c.�nts hav� C7-7 (9) �'��d �� 0� ��'vG�[�a �� .��,��. ri � D. AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon � the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; � provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as ^� further reduced by the contract price of work not � terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount, No amount shall be due for lost or � anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing tne amount to be paid to the Contractor in the event of failure of the � Contractor by reason of the termination of work pursuant to this section, shail be dezmed to limit, restrict or otherwise determine or affect the ^�+ amount or amounts which may be agreed upon to be paid to the Cont�ractor pursuant to this paragranh, r E. FAILURE TO AGREE: In the ev2nt of the failure of the Contractor and the Owner to agree as provided '� in C7-7 . 16 ( D> upon the whole amount to be paid to the Contractor by reason of the termination of work � pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of � the termination and shall pay to the Contractor the amounts determined. No amount shall be due for " lost or anticipated profits. F. DEDUCTIONS: In arriving at the araount due the � contractor under this section, there shall be deducte� (a) a11 unliquida�ed advance or other � payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b> any claim which th� Owner may � have against the Cor.tractor in connection with this contract; and (c) the agreed price for, or the `� proceeds oF sale of, any materials, supplies or other things kept by the Contractor or so1d, � pursuant to the provisions of this clause, an3 not �+ otherwise r�coverzd by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the szttlement of the terminated portion of this cor.tract, the Contrac�or nav file with the Engineer a request in writ_n� for an C7-7 (12) + � � � ,�1 � . � ��'�`✓:'\s�'�;j� i� U��: UiiiL, ti� l� ..'"J,-_' ^ � � r�?�4 � , .. . .. . �� ''��?�u� u (�o �Jt.u� �'��, V� �n � � ' ' � �. , 1 � � � � , � 1 5. a. the fabricatad or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acguired in connection with the performance of, the work terminated by the notice of termination; and b, the c.ompleted, or partially completed plans, drawings, infornation and other property which, if the contract had been completed, would have been � required to bP furnished to the Ow��r. complete performance of such part oF the work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and i:� which the Owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been 3ir�cted or authorized by the Engine�r. Not later than 15 days theraafter, the Own�r sha11 accept title to such items provided, that the list subnitte3 shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submissio: of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon reauest of the Contractor, made in writing within such 60-3ay p�riod or authorize3 extension thereof, any and all such claims sha11 be co;�clusively deem�� waiv�d. ��-� � �� ;��C�O�� C�G�r@ 'G0� ��';��'(� °��'� U Ua ��U��'UIIUD Ul7��o � � � equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated � by the notice oF termination>, such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the , Contractor to agree upon the amount or amounts to be paid to the Contractor tor the completion of the continued portion of the contract when said � contract does not contain an established contract price for such continued portion. �� , H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter th� rignts which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Am�ndm�nt of Contract" or any other right which Owner may have for default or breach oE contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: Th� Contractor shall be responsible for initiating, maintaining, and sup�rvising all safety precautions and programs in connection with the work at a11 times and shall assume all responsibilities for their enforcement. � The �ontractor shall coinply with federal, state, and local laws, ordinances, and re�ulations so as to protect person and property from injury, inclu3ing death, or damage in connection � with the work. L� � ' ' � , c �—� c i 3� � ��(�BC�Bl1� �'[�C��'C� � ` '' 0�17 ��rG�[ '° G�� 0 1T�llJ �:�Wr ��. � .......�_____ before its final acceptance by the Owner, (exceot as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for al1 expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, capyrights, or otner le gal reservations, and for co,��leteing the work in an acceptable manner according to the terms of the Contract Documznts. The payment of any current or partial estimate prior to final acceotance of the work by the Owner shall in no way constitute an acknowledgment of the 3cceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any dePects or imperfections in th� construction or in the strength or quality of the material used or equipmznt or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or�damage shall havz been discovered on or before the final insoection and acceptance of work or during the one year guaranty period aPter final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor sha11 be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PP.RTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of eactz month the Contractor, shall submit to the Engineer a statem�nt showing an estimate of the value of the work done durina the pr�vious month, or estimate p�riod under the Contract Documents. Not later than the lOtl7 day of the rnonth the Er,gineer shall verify such estimate, and if it is found to be acceotable and the value of work performed since the last partial oayment was made exceeds one hundred dollars ($100 . 00 ) in a:�ount, 90�s of such estimated sum wi1.1 be paid to the Contractor if the total contract amount is less than 5400,000, or 95$ of such estimate3 sum wi11 be paid to the Contractor if the to�a1 contract amount is $400,000 or greater within twzntv-iivz (25) days aFt�r the regular estimate period. The City will have the op�ion of preparing estimates on forms furnished by the City. The partial estimate may include acce�table nonp�rishaole materials delivered to the work which are to be incorporated into the work as a oermanent part t�ereo`, but wnich at the thz time of the estimate have not been ir.sta11e3. ( sLch oav:r:ent will be allowed on a basis of 853 0` tn� r��t invoic� valu� thereof.) The ContracLor sna11 ..'.:=n-s'^ t�e �� __:��_ sucz i:,formation as he r�ay r�q•��st to aia � 8- 8 ( 2) J.;` f;;;4 ��;s ��%��G�� i� �{��'� CN��i�� 1�° �� ; "„ p r : � I'�? ',�'�iii '��q �� ,i: � ._.--- - � � � PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT � CS-8.1 MEASUREMENT. OF QUANTITIES: The determination of � quanti.ties of �rork performed by _the Contractor and authorized by the Contract Docum�nts acceotably completed under the terms , of the Contract Docume:�ts shall be made by the Engineer, based on measurements made by th� Engineer. These measurements will be made according to the United States Standard Measurements � used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. � � , , �__l ' C � �I C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion i.n a manner acceptable to the Engineer of all work•�to be done under these Contract Documents. The "Unit Price" sha11 include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" sha11 re�resent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. CS-8.4 SCOPE OF PAYMENT: The Contractor sha11 receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for a11 loss and damage arising out of the nature of the worK or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered durinc th� prosecution of the work at any time c a— s c i� U��O�� '�1�;'�G°�i�� 0�' ��'�G�C�i�;iG"''ti-. (�o I�C��b �.� r�� .�..�..�. The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, orovided the Contractor has furnished to the Owner satisfactory �vidence of paymen t as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as Furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in ful1, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from al1 claims or liabilities under the Contract .for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said CiLy relating to or connected with the Contract. • The making of the final paym�nt by the Owner shall not relieve the Contractor of any guarantees or other requirem�nts of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed comoetent Engineers an� designers to prepar2 the Contract Docunents and all modifications of the � approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirenents of the said Contract Documents, all aoproved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied witn the said requirements of the Contract Documents, approved moaifications thereof, and a11 approved additions and alterations thereto. CS-8,10 GENERAL GUARANTY: Neither the final cer�ificate of payment nor any provision in the Contract Doc�ments nor partial or entire occupancy or use of the pre�<<ises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor o� liability in resnect to any ex�res=_ warranties or res�ons��ilit�• ior `aulty r-taterials or wor:t:-,a:�shio. The Co::�ractor =;a11 re„�'dy an� defects or dana;es in �h� work and "� D � � � �^ - � ,C,,Q� c;'�,1 C8 -8 ( 4 ) � !!.��j�'��'��[��'v �=�.. I(;1)�1 CC��I�,�I��'bS� G�`tio'�'�'G'�o �[�' � � � thim as a guide in the verification or the preparation of par�ial es�imates. � It is understood that the partial estimate from month to month will be approximate on1y, and all partial monthly estimates and payment will be subject to correction in the estimate � rend�red following the discov�ry of an error in any previous esti�nate,and such estimate shall not, in any resoect, be taken as an admission of the Owner of the amount of work done or of � its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documants. � � The City reserves the right to withhold the paym�nt of any mon�hly estimate if th� contractor fails to perform the work strictly in accordance with the soecifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or � estimates may be held in abeyance if the performance oF the con�truction operations is not in accordance with the requirements of the Contra.ct Documeats. .. � , ' �� C8-8.7 FINAL ACCEPTANCE: Whenev�r the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Document� shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engin�er in writing that the improvem�nts are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a r2asonable time make such final inspe_ction, and if the work is satisfactory, in an acceptable condition, and has been comoleted in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer wi11 initiat� the processing of the final estimate and recommend final acceptance of the project and final payment thereFor as outlined in �8-8.8 below. C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provided � for by the Contract Documents and all approved modifications thereof shall have been completed and a11 requir�m=nts of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work ' will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. � All prior subject to paym�nt. ��.� � ' estimates upon which payment has been made are necessary corrections or r�visions in the final .. . ��I��Ui�� '��'JGID C��' �L��G�[�G,� L` �a U'�J �� [i�M9 ��^Wo 011 w i � � pay for any damage to other work resulting therefron which sha11 appear within a period of one year from the date of final acceQtance of the work unless a longer period is , specified andshall furnish a good and suf f icient maintenance bond in the amount of 100 percent of the ar�ount of the contract which shall assure the perFormance of the general guaranty as above outline. The Owner will give notice of � observe3 defects with reasonable promotness. C8-8.11 SliBSIDIARY WORK: Any a�d all work specifically � governe3 by documentary requirem�nts for the proje�t, such as conditions impose3 by the Plans, the General Contract Documents or these Soecial Contract Docun�nts, �n which no � specific it��,: for bid has been provided for in tha Proposal, sha11 b� co;�sid=re3 as a subsidiary item of work, the cost of �+ cahich shall b=_ include3 in the price bid in the Pr000sal, tor each bid item. Surfaca restoration, roc;c excavation and ^, cleanuo are general items of work which fall in the category � oF subsidiary work. � C8-8.12 r;ISCELLANEOUS PLACEbiENT OF MATERIAL: Material may be allocate3 un3�r various bid ite:ns in tr�� Pro�osal to establish unit prices for miscellaneous placement of material. These � mat=rials sha11 be used only when directed by th� Engineer, dep�nding on field conditions. Payment for miscellaneous � placem�nt of matarial will bz made for only that amount of material us�ed, measured to the nearest one-tenth unit. � Paym�nt for misc�llaneou7 place:nent of mat�rial sha11 be in � accord�nc� with the General Contract Documents r��ardless o= the actual am�un� used for the project. , C8-8.13 RECORD DOCUMENTS: Contractor sha11 keeo on record a cooy of ail specifications, plans, addenda, modi�ications, snop drawings and sarnples a� the site, in gooc oraer an3 � annotate� �o show all changes nade during the construction �• process. Tnese shall be delivered to Engin�er upon completion of tne worK. �. � t_ � ' � 1 ' � C 8- 8 ( 5) U�I��OG'�l� �•'��Jl�l�' �0�1 ��':;G�� ° °�� U Va UUL/C`U�UQ UL�UU�a � � � � � � � � � � � � � � � �' � � � SE CTION C 1 0 SUPPLEMENTAR,Y CONDITIONS TO SECTION C C��f�8C�01�� C��D CG�1 ��r�?I�G�� j d U� UUl"IU�:IIUUp UL'�Wo j materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than �400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. E F G. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSUR.ANCE AND BONDING" C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS,: Page C6-6 (8), should be deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold 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, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damage or death is caused, in who[e or in part, by the ne�ligence or alleged negli�ence of Owner, its offtcers, servants, or emptovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such in�ury or dama�e is caused in whole or in nart bv the neQligence or alleged ne�liQence of Owner, its officers, servants or emvlovees.. � � .� �'1 .�. � �� '.� J �, ...� � Revised C 1 - 2 ,�, 6/04/99 � �� SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GE�IERAI. CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. � B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and � replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information � regarding actual work performed by a Minority Business Enterprise (MBE) and/or a ,� Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its "� possession that will substantiate the actual work performed by an MBE and/or WBE. The � misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract � and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being `° determined to be irresponsible and barred from participating in City work for a period of �� time of not less than three (3) years. C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent � on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall , 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 remsurance is required, the company wnting the reinsurance must � be authorized, accredited or trusteed to do business in Texas." D. CS-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: � Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be � proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials � delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such � Revised 6/04/99 � C1-1 �J(�f�O�B�� 'C��[� � �� I�. @��'�, �{. � � � � � ' � 1 1 t t 1 I � � � Revised 6/04/99 In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. , c i- 3 �� C�%� �'� G'J o�� '� �� `� ��3� (�e � �?�bo �� ' ' � ' � ' ' � � ' ' � I� � �� CFW DevelaperSpecs_UniU.tloc � PART D SPECIAL CONDITIONS ��C��B�G�G�� 'L��JQ� I(�''GC U� ��15�v� 6 e u �� r��l, ��e G L' � PART D - SPECIAL CONDITIONS D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 D-81 D-82 D-83 D-$4 D-85 D-86 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES ...................................................................19 DETECTABLEWARNING TAPES .................................................................................................................................. 20 PIPECLEANING ............................................................................................................................................................. 20 BARRICADES, WARNINGS, AND FLAGMEN ................................................................................................................20 . DISPOSAL OF SPOIUFILL MATERIAL .......................................................................................................................... 20 MECHANICS AND MATERIALMEN'S LIEN ....................................................................................................................20 SUBSTITUTIONS............................................................................................................................................................ 20 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ................................................................21 VACUUM TESTING OF SANITARY SEWER MANHOLES .............................................................................................23 BYPASSPUMPING .........................................................................................................................................................23 POST-CONSTRUCTION TELEVISION INSPECTION OF SANIi'ARY SEWER ............................................................. 24 SAMPLES AND QUALITY CONTROL TESTING ............................................................................................................ 25 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL .............................................................25 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES .............................................�............................. 26 PROTECTION OF TREES, PLANTS AND SOIL .............................................................................................................26 SITERESTORATION ...................................................................................................................................................... 26 CITY OF FORT WORTH STANDARD PRODUCT LIST .................................................................................................. 26 STATE REVOLVING FUND (SRF) REQUIREMENTS ....................................................................................................26 TOPSOIL, SODDING AND SEEDING ................................................................:w..........................................................26 CONFINED SPACE ENTRY PROGRAM ......................................................................................................................... 30 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ...............................................................................30 EXCAVATION NEAR TREES ..........................................................................................................................................30 CONCRETE ENCASEMENT OF SEWER PIPE ..............................................................................................................31 CLAYDAM ...................................................................................................................................................................... 31 EXPLORATORY EXCAVATION (D-HOLE) ..................................................................................................................... 31 INSTALLATION OF WATER FACILITIES .......................................................................................................................31 SPRINKLING FOR DUST CONTROL ............................................................................................................................. 36 DEWATERING................................................................................................................................................................ 36 TRENCH EXCAVATION ON DEEP TRENCHES ...........................................................:................................................ 36 TREEPRUNING ..............................................................................................................................................................36 TREEREMOVAL ............................................................................................................................................................. 37 TESTHOLES .................................................................................................................................................................. 37 � 9721700_PartS_SewerSpecs #1099 PartD 1�01299.doc SC-II � �� cdQd � �� °�D ��` ��[��G��`��1 u Ua �V C`y�ll ll9 11 Lyl/�a ,o„z99 a � �e D-1 D-2 � � � � � �� [•J L�J � � � M L'�J � l'J 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 D-50 D-51 D-52 D-53 D-54 � PART D - SPECIAL CONDITIOJVS � AWARDOF CONTRACT ...................................................................................t............................................................ 1 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE—CONSTRUCTION SUBMITTALS........................................................................................................:...........................,............................. 1 GENERAL........................................................................................................................................................................ 2 TAXEXEMPTIONS ......................................................................................................................................................... 3 PROJECT DESIGNATION ..............................................................................................................................................3 EQUAL EMPLOYMENT PROVISIONS ............................................................................................................................ 3 PRE—CONSTRUCTION CONFERENCE ..............................................................................:.......................................... 3 COORDINATIONMEETINGS ......................................................................................................................................... 3 PROJECT ABANDONMENT ........................................................................................................................................... 3 BREAKDOWN OF BID PROPOSAL ...................................................................................................................:........... 3 OMITTED......................................................................................................................................................................... 3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW :.................................................................3 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE .......................................................... 5 CALENDARDAY ............................................................................................................................................................. 6 SUBSIDIARYWORK .......................................................................................................................................................6 WAGERATES .................................................................................................................................................................6 EASEMENTS AND PERMITS ......................................................................................................................................... 8 COORDINATION WITH FORT WORTH WATER DEPARTMENT ..................................................................................8 DAMAGE TO PRIVATE PROPERTY ............................................................................................................................... 8 SHOPDRAWINGS ..........................................................................................................................................................8 CROSSING OF EXISTING UTILITIES ............................................................................................................................ 9 EXISTING UTILITIES AND IMPROVEMENTS ................................................................................................................9 CONSTRUCTION TRAFFIC OVER PIPELINES ............................................................................................................. 9 TRAFFICCONTROL .......................................................:............................................................................................... 9 PAYMENT.......................................................................................................................................................................10 DE LAYS ......... . .............. ... ... ....... .. .. ............... .... .. ............. .. .... ............................ .. ... .........................................................10 DETOURS.......................................................................................................................................................................10 BARRICADES AND WARNING SIGNS ..........................................................................................................................10 EXAMINATIONOF SITE .................................................................................................................................................10 ZONINGCOMPLIANCE ..................................................................................................................................................10 WATER FOR CONSTRUCTION .....................................................................................................................................11 WASTEMATERIAL ......................................................................................................................................................... 11 CLEANUPFOR FINAL ACCEPTANCE ...........................................................................................................................11 PROPERTYACCESS .....................................................................................................................................................11 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ....................................................................................11 SAFETY RESTRICTIONS — WORK NEAR HIGH VOLTAGE LINES ...............................................................................11 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .......................................................................................11 SANITARY FACILITIES FOR WORKERS .......................................................................................................................12 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ..................................................................................12 RIGHTTO AUDIT ............................................................................................................................................................12 INCREASE OR DECREASE IN QUANTITIES ................................................................................................................13 CUTfiNGOF CONCRETE ..............................................................................................................................................13 PROJECT DESIGNATION SIGN .....................................................................................................................................13 CO�ICRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................................................•.............................13 MISCELLANEOUS PLACEMENT OF MATERIAL ...........................................................................................................14 TYPE�,C�� BACKFILL .......................................................................................................................................................14 CRUSHED LIMESTONE BACKFILL ................................................................................................................................14 2:27 CONCRETE ..............................................................................................................................................................14 TRENCH EXCAVATION;"BACKFILL, AND COMPACTION ............................................................................................14 PAVEMENTREPAIR (E2-19Z ..........................................................................................................................................15 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY ...................................................:.........15 SANITARYSEWER MANHOLES .................................................................................................................................... 16 SANITARY SEWER SERVICES .................................................... .................... �.....................................18 NOTUSED .:...::...................:::.....r,.................................................. ..U��BL��I��U`1�� U��.. .....................................19 9721700 Part5 SewerSpecs 1099 PartD_101299.doc SC-I �v��{,/ ��p(��y/17�� 10/12�99 U I! tS UdL9 I(llo UV�JC.�UUq lIL4N10 � PART D - SPECIAL CONDITIONS D-3 GENERAL The order or precedence in case of conflicts or discrepancies ,between var ous parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, foilow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govem over any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulry materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of ContracY' above. Subject to modifications as herein contained, the Fort Worth Water DepartmenYs General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shawn or mentioned in the other shall be accomplished or furnished in a faith'ful manner as though required by all. Any Contractor perForming any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perForm such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay � item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execu�te contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: � � A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Se�urity, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to �'j Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere u 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 a of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the a City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed mav, at the option of the Owner be retumed unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may mo�d� phic communication at any time �3rior to the time set for opening proposals, provided suc tht e� ti �n is received by the , . .. ,� . . . .... . ��I1��`�1�� 9721700 Part5 SewerSpe� 1099 PartD 101299.doc S�i-2 I� �� (�N(��r�j�n n�i% 10/12199 U U �Lt^ LUWwU ' ' (��e � � �� o , � � � L�'1 �� I�l L* 1 � � L!' l� � � � L1 l�l PART D - SPECIAL CONDITIONS FOR: MAIN 64, 64R, 180, 180R, AND 445 DRAINAGE AREA SANITARY SEWER SYSTEf�I REHABILITATION & IMPROVEMENTS (GROUP 3, CONTRACT 2), PART 5, UNITS 1-3 FORT WORTH, TEXAS SEWER PROJECT NO. PS 46-070460410100 D.O.E. NOS. 1821, 2524, AND 2525 D-1 AWARD OF CONTRACT The City reserves the right to abandon withdl�t obligation to the contractor, any part of th� project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. � The following shall appiy for contract documents with multiple units of work. Each unit represents a separate project, each with an indivi�ual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if m�de, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE- CONSTRUCTION SUBMITTALS The contracfor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre-Construction meetin'g date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre- construction meeting date. Per City ordinance 13471, as amended by Ordinance No. 13781, th� contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be al�owed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. Additional submittals at time of pre-construction meeting shall include (but not limited to): Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. � The p're-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any,of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. ', 0 4 . ':Ai ��o�o�� c�c�a� rG-jj�j5I�{1rr; ,a j��,,� � 9721700 PartS SewerSpecs_1099_Par1D_101299.doc SC-� """ p"(� ��'^�5�"� M 10/i2/99 � �Uo U��U�:`IIUU9 ��We+.� PART D - SPECIAL CONDITIONS limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended.� E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period showh on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required cerkjficates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statUtory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on �he project, for the duration of the project; 2. Provide to the Contractor, prior to th�t person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning work on the project; and b. A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. ,Retain all required certificates of coverage on file for the duration of the project and for one year thereafter 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of. any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perForm as required by paragraphs (1)-(7), with the certificates of �coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insur"ance carrier or, in the case of a self-insured, with the com.,,:,,..;,,,/,., ►1�;:,ierr�e�-6�nsurance 9721700 PartS SewerSpea 1099 PaAD_101299.doc SC-4 '+%'v �� u `� V`�,�� v�D 10/12/99 �oU U C��uW� d e U `. f�� '�n�f��S�M S�f�M [�� L�; � ' �J LRJ � C l�l �1 l� l l�,li PART D - SPECIAL CONDITIONS Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-4 TAX EXEMPTIONS This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not con'sumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION ' Construction under these Special Documents shall be performed 'under the Project Designation: Project No. PS 46- 070460410100. D-6 EQUAL EMPLOYMENT PROVISIONS Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at hi� request, will be provided assistance by the City of Fort Worth's Ecjual Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. � D-7 PRE-CONSTRUCTION CONFERENCE Before the project work order is issued, a pre-construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 PROJECT ABANDONMENT The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROPOSAL When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in fhe Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 OMITTED D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure o issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. D 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities perForming a all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted�directly with •the•co�tractor and regardless of whethpr that oerson has employees. This includes, without ��.....�.. (� � _ 1i 4• .. M1-�'"3•"' { 'VU V�� ,�� U1:171�VII�:V 9721700 Part5 SewerSpecs_1099 PartD 104299.doc •� • SC-3 10/11J99 � - - - v - � �V ��V' ��rG��1G�1� . _ ` � f�� I��;o�r��M_ ��_ PART D - SP,ECIAL CONDITIONS During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in iYs M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces,,the contractor shall notify the City before subcontracts or purchase orders are let, and shall be �equired to comply with modifications to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/VVBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the contractor sh�ll provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on tl�e project, inclusive of M/W BEs. D-14 CALENDAR DAY Delete paragraph C1-1.24, in Part GGeneral Conditions, in its entirety and s�bstitute the following new paragraph: C1-1.24 Calendar Dav: A Calendar day is any day of the week or mont�. The Contractor will not be allowed to work on � Sundays or any holidays observed by the City of Fort Worth. I D-15 SUBSIDIARY WORK � i Any and all work specifically governed by documentary requirements for ;the project, such as conditions imposed by the Plans, the General Contract Documents or t'�ese Special Contract Docum',ents, in which no specific item for bid has been provided for in the Proposal, shall be consid�ed as a subsidiary item of wotk, the cost of which shall be included in the price Q bid in the Proposal for each bid item. Surf� �e restoration, removal and r�placement of fencing, and cleanup are general items of work which fall in the category of sub sidia�ry work. D-16 WAGE RATES The labor classifications and minimum wage �ates set forth herein have beeh predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contra �tor or any Subcontractor on #he site of the project covered by these Contract Documents. In no event shall less than the f�llowing rates of wages be paid� I� � � � � £ ... _. .»,.. R 1 9721700_PartS_SewerSpec5�1099_PartD_101299.doc i f r SC-6 � ��:�0�:� ��C��D ��`� c��f��Q�l ��o I11�i�:lG`'�UUp 0L'�Wo � � 10/12/99 � � �J �� 'J [�'J � � LrJ PART D - SPECIAL CONDITIONS Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The t�xt for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law,requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee:' Call the Texas Worker's Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE In accordance with City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781, •the City of Fort Worth has � goals for the participation of minority busine�s enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. D The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a � 'Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, � or local laws or ordinances relating to false statement. Further, any such misrepresentation (o�her than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. � I I L�� I�I � �� I � I� The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith efforY', shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms 'as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non- responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work., Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. ..,..•.,.,r»�rr,..�nr.�e,�.e-•:••. • �.-...:..ia..•. M5Y � ^ ,; .. . �...:�, �.,;. �' ��1��1,� .`� �C►� 9721700_Part5 SewerSpe� 1099_PartD_701299.doc SC-�J ��rn�� /��'n�„n�p� Rgn 10/12/99 � ��+ U � U�1 WWU ` �� 1 . �U"o,CUVU•:��UUo ��Wo PART D - SPECIAL CONDITIONS D-17 EASEMENTS AND PERMITS The perFormance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned'up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibiliry to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for �omplying with all provisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay 'item. D-20 SHOP DRAWINGS Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of submittals, by the Contractor, is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the des�ign drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and §pecifications shall govern. The Contractor shall be responsible for all dimensions which are to be confirmed and correlated a�t the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and sat'sfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to �eing submitted, and sign or initial a statement included with the submittal, which signifies compliance with the plans an� specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stat;d in writing in the submittal. Shop drawings shall be submitted for the following items �ior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. aCast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. . ..__. d,_. 9721700_PaRS SewerSpecs_1099 PartD 101299.doc � SC-$ r ��V'U��1?.% Uc��VUSI�i' � �� 'u C�15�'. G�� llriW c�� t��►9��. a 10/12/99 � [� LJ � CLASSIFICATION Air Tool Operator o Asphalt Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Q Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber � Electrician Flagger Form Builder (STRS) l�J � LJ L�'J L�J !R, � � LJ l"�'J [�'J [�`1 Asphalt Distributor Asphalt Paving Machine Broom or Sweeper Operator Bulldozer, 150 HP or Less Bulldozer, Over 150 HP Concrete Paving Curing Mach. Concrete Pav Finishing Mach. Concrete Paving Form Grader Concrete Paving Joint Mach. Concrete Paving Joint Sealer Concrete Paving Float Concrete Paving Saw Concrete Paving Spreader Slipform Machine Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 %z cy) Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 Y� cy & Over) Crushing or Scrng Plt Opr. Elevating Grader Foundation Drill Oper. (Crawler Mounted) Foundation Drill Operator (Truck Mounted) Foundation Drill Opr Helper Front Ent Loader (2'/z CY or Less) Front Ent Loader (Over 2 %2 CY) Hoist (Double Drum & Less) Milling Machine Operator Mixer (Over 16 CF) Mixer (16 CF & Less) Mixer - Concrete Paving Motor Grader Operator (Fine Grade) Motor Grader Operator Pavement Marking Machine � �` � ,. . : PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 RATE CLASSIFICATION $7.554 Form Liner $8.565 Form Setter (Pav & Curb) $8.255 Form Setter (Structures) $9.371 Laborer, Common $8.920 Laborer, Utility $9.447 Mechanic $9.345 Oiler $9.058 Servicer $7.733 Piledriver $12.761 Pipelayer $5.598 Blaster $8.717 POWER EQUIPMENT OPERATORS $8.404 � Posthole Driiler Operator $9.053 Roller, Steel Wheei $7.908 (Plant-Mix Pavements) � $8.703 Roller, Steel Wheel $9.160 (Flafinrheel or Tamping) $8.213 Roller, Pneumatic Self-Pro $9.453 Scraper - 17 CY & Less $8.500 Scraper - Over 17 CY $9.042 Side Boom $7.350 Tractor - Crawler Type $7.875 (150 HP & Less) $9.290 Tractor - Crawler Type $9.750 (Over 150 HP) $9.000 Tractor - Pneumatic Traveling Mixer Trenching Machine - Light $9.513 Trenching Machine - Heavy Wagon-Drill, Boring Machine Reinforcing Steel Setter $10.517 (Paving) $9.500 Reinforcing Steel Setter (Structural) $10.000 Steel Worker - Structural Sign Erector $11.138 Spreader Box Operator Barricade Servicer Zone Wk. Mounted Sign Installer $8.823 (Permanent Ground) Truck Driver - Single Axle $9.311 (Light) $8.917 Truck Driver - Single Axle $6.650 (Heavy) $9.000 Truck Driver - Tandem Axle $7.913 (Semi-Trailer) $9.500 Truck Driver - Lowboy/Float Truck Driver - Transit Mix $10.346 Truck Driver- Winch $9.891 Vibrator Operator $6.402 Welder Q9721700_Part5 SewerSpecs_1099 PartD 101299.doc SC-7 RATE $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 $9.000 $8.339 $7.963 $7.403 $8.138 $8.205 $7.793 $8.448 $8.873 $7.735 $7.615 $8.188 $12.498 $9.000 $9.218 $11.548 $16.300 ' $11.436 $6.988 $6.402 $6.402 $7.465 $8.067 $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 C��C�O�� G?[��QD C�U U ��v�ISIIWUiIU �Uo Uu'��Wo G��o 10/12/99 PART D - SPECIAL CONDITIONS The Contractor will not remove any regulatory sign, instructional sign, stteet name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it �oes not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are�met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall agaijn contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such� reinstallation is completed. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. , 3. The Contractor shall furnish a tra�c cc�ntrol plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of location. 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i'.e., when removal requires a separate trenching operation. D-26 DELAYS The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS • The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE It shall bethe responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect °construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties; procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE During the construction of this project, the Contractor shafl coinply with present zoning requirements of the Cit�i of Fort Worth in the use of vacarit'property for storage purposes. . `. . . .. . ... . ... .. , . ��[�(�� `�� 9721700_PartS_SewerSpecs 1099 PartD 101299.doc SC-10 �� (��(1�yQfp� D��% 10/12/99 ` � 117f l5 U'tsulry � o ; � f�� G��'�o �� o � � lJ PART D - SPECIAL CONDITIONS D-21 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses � over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with � polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. � Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS �q The plans show the locations of all known surtace and subsurface structures. However, the Owner assumes no responsibility IJfor failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. � L: � � � u � !�l � The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Cont�actor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utiliry 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 5"uch facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or' service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and �II permanent structures such as parking lot surFace, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged: 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 utilitie� to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D-23 . CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damacae to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor o may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. � L�J u D-24 TRAFFIC CONTROL The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "8tate of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31..In addition, the Contractor shall comply with City of Fort Worth, Texas, February" 1979; Traffic Control Handbook for Construction and MaintenaraeaAFc�ck.Acea� � ��R r��D 9721700_PartS SewerSpecs_1099 PartD 101299.doc SC-9 v� � u� � � �� C��v U,�WnlltS U 10/12/99 _ �� f � „ .. r� 1��r��M ��M PART D - SPECIAL CONDITIONS or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. . In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a finai inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a resutt of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. ' D-40 RIGHT TO AUDIT A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documerits, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that tFte City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working ,hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. _. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter � . . ,. � � _ �: )f��OCOI�� G?��G�� 9721700_PartS SewerS�pecs 7099 PartD 101299.doc SC-12 (v�S��/i (��C��e �� 10/12/99 0 U NI � �o UUVU�:•U�Up ��o � � C�� L�J � � tJ � � �' C�J L� � � � L"�J f�l t�J L"J PART D - SPECIAL CONDITIONS D-31 WATER FOR CONSTRUCTION Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL Ali waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shali be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FINAL ACCEPTANCE Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after compietion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS AcCess to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on thi§ contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at finrelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of`guard about the boom or arm, except back hoes or dippers, and insulator•links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person sh�ll work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said� Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to.property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in conne�Ctiqn with"'or resulting from any and all acts or omissions of the City, thei�_r_..s�;onY;,, �c; :'-�nts, or employees, ,. , �� " "' "` I � .. . r � j P`'U^"�/1 (!„ ppL� G)� �1"IIUI 9721700 PartS SewerSpeCs �1Q99 PartD 101,299.doc % "��"�� ^�� ^ � 3 SC-11 �� M 10/12/99 3 . . - ..�r— , ��1 ��r e � lf .. • - �� . « (� ��.'.��e��. PART D - SPECIAL CONDITIONS D-45 MISCELLANEOUS PLACEMENT OF MATERIAL � � Material has been allocated under various bid items in the Proposal to establish unit ptices for misceilaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for � miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D-46 TYPE "C" BACKFILL Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such �vidence shall be a test report from an independent testing laboratory and must inctude 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 E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** " Revised 3/20/81 ** Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer,,Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. D-48 2:27 CO�VCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. r D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2�2 Excavation and Backfill, if the sta�ed maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entire�y the Contractor's own. All trenching operations shall be ,confined to, the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACK�ILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, 7ype "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When iype "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable'matter and shall meet the following gradation: 9721700_Part5 S�werSpecs_1099 PartD_101299.doc SC-14 U�G��Q� v �'�� 0� ��'rQ[�`�Q�l ��. ��o�G?��Iti ��o_ 10/12/99 � � � L�J �� I PART D - SPECIAL CONDITIONS D-41 INCREASE OR DECREASE IN QUANTITIES The quantities shown in the proposal are approximate. It is the �ontractor's sole responsibility to verify ali pay item quantities prior to submitting a bid. ° When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration ori the portion of work above 125% of the quantity in the contract. When the quantity of�the work to be done or materials to be furnished under any pay iterr„� of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, �° shall be entitled to negotiate for revised oonsideration on the portion of work below 75% of the quantity stated in the contract. � This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. C � l�' � L+►J L�� L�J l+�J C�J In the event Owner and Contractor are unable to agree on a negotiated °price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics �nd laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubriaants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineerir�g will direct the form in which the accounts of actual field cost will beAkept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contracto[ shall cover and compensate him for profit, overhead, general supervision and field office •exp,ense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts,°bills and vouchers relating thereto. D-42 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN Project sig�ts are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way thet signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, exQept that they shall be 1'-0" by 2'-0" in size. The inf�rmation box shall have the following information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Night� and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks a and/or�driveways shall be completely replaced for the full existing width, befinreen existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth TransportationlPublic Works Department Standard Specifications for Construction, Item 504. o At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match t}�pe and geomet'ry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. . D Payment for cutting, backfill, concrete, forming materials and all other asso�iated appurtenances required, shall be included in the square yard �nce-°of the bid item,for concrete sidewalk or driveway repair. � � �`:� �� ?.°' ,+x ,,. : �'l ��C��ll�►� �?1��r)R� D 9721700_Part5_SewerSpec;s�to99_PartD 1o119s.doc rt SC-13 �,M�� /��(n,,.n�� (�(� �0/17�99 (� �l �I�JI51EJe11:7 U C W L5 WTVw �;.� M....,.�_.._ � '� G�iti ��G�e ��a +� �'� 4 PART D - SPECIAL CONDITIONS vaults, service lines, and all other appurtenances. The design for the trench safety shail be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces befinreen levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured orjob-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. 6. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantiry of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. 7. PAYMENT - Payment shall be full compensation for safery system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-52 SANITARY SEWER MANHOLES L�J J � t� � 4J � �I L�',' A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified � by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be requi�ed for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM EL�VATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and F table for use where lockingylids are specified. J'��Q�� r` � r1��Un(� In rr`� In� V 9727700 PartS SewerSpecs_1099 PartD 101299.doc SC-�6 , r��\� \}I7jr��C�V 10/�2/99 0 C15�% �Uo �U�JU`:f�UU9 ��a - � � L! Ll PART D - SPECIAL CONDITIONS Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. TRENCH COMPACTION: Ail trench backfiil 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°/a Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per"Figure A with 95% Standard Proctor Density rq by jetting, mechanicai tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within E� +-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 without 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. These soil density tests shall be performed at finro (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. . D-50 PAVEMENT REPAIR (E2-19Z 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 Q of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. � L"J � lsJ u It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) wdrking days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY A. GENERAL: This specification covers the trench safery requirements for all trench excavations exceeding depth of five (5) afeet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, . � K �. , . ��G�� ?[�C��QD � 9721700_PartS_SewerS ecs_1099_PaRD 101299.doc „ SC-15 f � 10/12/99 P �0�'1� ��G��Q� � - ��a G�uG��lo ��o PART D - SPECIAL CONDITIONS 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service. Black"; Tnemec "46-450 Heavy Tnemecol", or equal, to a minimum of 14 miis dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughiy cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfiliing. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and mate�ials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. ' The price bid for reconstruction of existing manholes� shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing �the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those •located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. Ciry approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNEC�ION: When sewer service reconnection is called for the Contractor shall veRically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary, sewer service lines shall be replaced to the properly or easement line, or as directed by the Engineer: Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or,as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving tk�e "tap" shall be included in the price bid for sanitary sewer service taps. - of��U�� '[�C��D ��'ti' �"C��uG?��' ��a � �� G��a 4��0 9721700 PartS SewerSpe� 1099_PaAD_101299.doc S�_,$ ,o„v99 a u l�� l+�J P �� [�J PART D - SPECIAL CONDITIONS 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE ST�PS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Situmastic Super Service Black" Tnemec "46-450 Heavy Tnemecol," or equai to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seai, Ram-Nek, E-Z Stick, or Q equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The o manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. � C�'1 � �� B. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the� joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. � In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. � l+"J l+'J C�J [�J � Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engi�neer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) fee,� long so that the top of the casting will conform to the slope and finish elevation of"the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be ma�e fo`as`�� ' proper final grade elevation. � ,n ,�u.: . _._� �; ' . -� .. lv)��Q� �°�� 9721700 PaR5_SewerSpecs_1099_PartD_101299.doc SC-� % �=��I i�C (��G e��Q� 10/12/99 , ' u u ��5 - �� .. . [��o �Gl��l9 �C�{o PART D --SPECIAL CONDITIONS K. PAYMENT: Payment for all work and material involved in�salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as foilows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said faciliry is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from t�ie surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches witfi a minimum unit weight of 2%s pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tvne of Utflitv Co/or Code Leqends 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 detectabiliry. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on 'all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIUFILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain �Jrdinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS The specifications for materials set �ut the minimum standard of quality which the Ciry believes ng;�� .+,,,�:;cure a satisfactory project. No substitutions will be permitted until the Contractor has received wri'tep p� io g neer to , �� I��'�� ?�� 9721700 PartS SewerSpecs_1099 PartD_101299.doc SGZO , (� II R 1� <��(N �'i�� 0/12/99 ou � . .... ,. .. II Uc UU�✓U�.�U�g ��e , � � � � � � � � � � � � � � �� 4i�a � ��l C� L�� l�l L�`J � � � � C1 PART D - SpECIAL CONDITIONS D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities wiil necessarily be required as shown on the plans,, and/or described in these Special Contract Documents in additi�n to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. l`he concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance wifh Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as speoified in ,.Se'ction E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABAND'I�NMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. � G. ABANDONMENT OF MANHOLES: Manholes to be abandoned i� place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed Q sand of clean, suitable excavated material approved by the Engineer. SurFace restoration shall be compatible with surrounding service surFace. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. I�I I� � �� H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surFace. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/Services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. - � � u�f�O�U�� C�OQD 9721700_PartS_SewerSpecs_1099_PartD 101299.doc SC-19 �� 1f~�!I;'��U�I� IVr�US U 10/12/99 �o ��►Q ��o PART D - SPECIAL CONDITIONS B. EXECUTION: 1. TELEVISION INSPECTIOfV: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be- pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to moVe the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the finro manholes of the section being inspected to ensure good communications between members of the crew. The imqortance of accur,ate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sew�r service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer.. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be retumed to the Contr'actor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no � additional cost to the Ciry. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND � DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. � � All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Insp�ction of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. # ; ;�� dl�� C�CJQ� , � . . . 9721700 PaRS SewerSpecs 1099_PartD_101299.doc SC-22 (v � n�q `\��v�� p� �v)M 10/1 Z/99 u o e� U Inr��Ul U . �.... �n ��!!S'��p ��Wa � l� � 0 C� C' �� L�'J � �' � l!� ii �, �i [�1 4' �, ' �J L� '� LrJ � l�'J PART D - SPECIAL CONDITIONS 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 materiai, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Erigineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify"any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velociry gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer tines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstruction's from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for tMe setup, including the water usage�bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allpw a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. �: _� �.. y ..n,.,-� �,. ,, � . , . .,:.. . .�� :��_. . .� `��':a. . ', . ,�..::_�.. �� 9721700 Part5 Se�werSpe,cs_'1099_PartD 101299.doc , , ; � ,;,:, ��0 GO�,� �°�[�C��D ��; ��r�w s �� SG21 Ifuo WI��U:�LWy ��Wa 10/12/99 PART D - SPECIAL CONDITIONS„ no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. , D-65 POST-CONSTRUCTION TELEVISION �NSPECTION OF SANITARY SEWER � A. GENERAL: After construction, ALL sections of $anitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, arhd equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautio�is shall be taken to protect the sewer lines from damage that might be inflict�d by the improper use of cleaning equipm�nt. B. TELEVISION INSPECTION EQUIPMENT: Th� television camera used for the inspection shall be one specifically designed and constructed for such inspection. ,Lighting for the camera shall be operative in 100°/a humidity conditions. The camera, television monitor, and other com onents of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsati factory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. I C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper� documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater thah 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do hot obstruct the camera view or interfere with proper documentation shall be used to move the camera through the s�wer line. When manuallyw operated winches are u$ed to pull the television camera through the line, telephones or other suitable means of communications shall �e set up between the two manholes of the section being inspected to ensure good communications between me bers of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the taoes are of such 000r aualitv that the Enaineer is unable to evaluate the condition of the sewer line or to, locate service connections. the Contractor shall be reauired to re-televise and qrovide a aood ta�e of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall. be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post- construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall 9721700_PartS SewerSpecs_1099 PaAD_101299.doc SC-24 �"" 10/12/99 - x _� "'W' ��u ��'�� G�?�� Q�anr�annM � C � li � C�� `'' � ,� C' � � � � � � I� PART D - SPECIAL CONDITIONS The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. �q The City makes no guarantee that all of the sanitary sewers to be entere� are clear for the passage of a camera. The � methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the N Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. �I� � a The item shall also include all costs of installing and maintaining,any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. a The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the a 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 I below�in accordance with ASTM C1244-93: � �I L"J � !rJ � L�J � ��J u � Table I • MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 1'8' 20' 22' 24' 26' 28' 30' For Each Additional 2' 40 sec. 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 52 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one- inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring��to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under ., , _, .t:; , i,�'�� :c ";; , 9721700 Part5_SewerSpecs_1099�PartD 101299.doc J� SC-23 ��.��j �� 10/12/99 � tl , .. �. � � l�ti' � ��`�' ��Q� a .� � , *;,;.'. �n nnnr� r.,onn oPM PART D - SPECIAL CONDITIONS 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and prbperty during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the.Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the,work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged.by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be consiciered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. � D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance • ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL a. DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. b. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in �. — 9721700 PaAS_SewerSpecs_1099_PartD 101299.doc �JC-26 n�rOI,��,� /� p jn}p/�.��`�� 1�/12/99 � �� u°�� tt ��v � �Q� ��Q ' °� � � L J � f� � PART D - SPECIAL CONDITIONS provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspecti0n shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shali be measured as the total length of new pipe lnstalled. All costs associated with this work shall be inciuded in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along°with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the proj�ct and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting O required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. � .� �� _J � LrJ C l�'. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his constructian operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authoriry to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing ar�d grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution- control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of prsparing 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-contr�l 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. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. �. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. a 9721700 PartS_SewerSpecs�i099 Pa�iD'_i01299.doc < a.: .+ , . "'�,• , ,; ��Ss��C��n A r�r��J�@ .. � - � �� oi�vss SC-25 r0�''U' � L'� USL511�4Q U I��' l�n��?M �r�M PART D - SPECIAL CONDITIONS b. MATERIALS: 1) Generai. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variery of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Puritv 95% 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sectionsl Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to May 1 Buffalograss 60 Bermudagrass 20 Buffalograss 40 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sections� Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 100 c. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross- sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. 1) Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. 2) Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. d. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46 - CONSTRUCTION METHODS, is not applicable since no seed bed preparation is required. ., ,�� C�G °�D 9721700 PartS SewerSpecs_7099 PartD 107299.doc . � SC-2$ '�;,0 r u� ��/12/99 � � �o �a�G'��lo �C�{a , - 0 � C � LJ PART D - SPECIAL CONDITIONS the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING a a. DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. � � � b. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall. be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. � Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. ,� '.� ' RJ � � L' _I L1 �J c. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, g"rades, and cross- sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spoY' or "block"; either Bermuda, Buffalo or St. Augustine grass. 1) Spot Sodding: Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on finrelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. 2) Block Sodding: At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to`the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged wi�h wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly�appearance. The sodded areas shall be thoroughly w�tered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING a a. DESCRIPTION: "Seeding" will consisi of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. � ��l�OC�� r �p � .. �" 011 Il d1I['�.li' ' d D�% � 9721700_PartS_SewerSpecs {099�PartD.101299.dob.,� SGZT ^ �� j��f �� 10/12/99 , _ ��a �t Ci�4U�W. ----� PART D - SPECIAL CONDITIONS Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". 4) MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. 5) PAYMENT: All work performed as ordered and measured as provided under "MeasuremenY' shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all latior, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment; tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage fopsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. � � I� � � � � "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total a compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "MeasuremenY' shall be paid � for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: D Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE �NTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptabl� "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION A. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. B. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. C. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. D. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. E. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES A. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. M _._ .. ... ... ... .. . . . . u.:)I��f��Ir�IS U�IS�VW� 9721700 Part5_SewerSpecs41099_PartD_101299.doc SC-3� (_�� (��(��5µ�p�147�( 10/12199 � �, U U e�� ,. L51oryW ii IJ Uo VVtJ �t�ll U4 ��Ws � l�J l�7 �I�� PART D - SPECIAL CONDITIONS e. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46 - CONSTRUCTION METHO�S. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. f. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall a be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46 - CONSTRUCTION METHODS. L�J � 'L►J ��J ,!�J '!'J I� L'�J I� � I�� IJ � :�J 1) Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. 2) After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (?/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In befinreen the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. 3) The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of>the asphalt shall be at a rate of three-tenths (0.3) , gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. g. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insc�re that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. " Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. 4. CONSTRUCTION WITHIN PARKAREAS a. TIJRF RESTORATION OF PARK AREAS: FERTILIZER 1) DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. 2) MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. 3) CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed fqt-the� par.ticular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that � is.powd�re�>�o,caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the � ap�proval"of the E�gineer. '* . , .. ,. ,,,... ,�. .,,r.:.�,..._.,.:.. ' ,^ �''�r�'j� ��/��J►�� 9721700 PartS_SewerSpecs_1099_PartD 101299.doc ' SC-29 �U"'��'°°�� %WLJ 10/12/99 r '................ �.,� � +A a l:�ll U ��5�� RQ (UVt�n�r�4M 5�r�n PART D - SPECIAL CONDITIONS 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be instalied in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electricaily Weided Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering sryle) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non-concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2- 15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in o locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. � � � � 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that � period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described i.n these Special Contract Documents in addition to those located in the field and identified by the Engineer. ' • ` .,� , 97217D0 PartS SewerSpecs_1099°PartD_i01299.doc �• SC-32 U��U�� '�� IR� 10/12/99 : . . 4 � ' �0� ��rG�� ° Q1� .. _. , �...., ..._._�._��.. � ..., �..��r.,onn 57f�M � � � � l�J � LJ � � � � C�� ',"J PART D - SPECIAL CONDITIONS B. Any and all trees located within the equipment operating area at each work site shall, at the direction of the �ngineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. C. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. D. Nothing shall be stored over the tree root system within the drip line area of any tree. E. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. F. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. G. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. H. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. I. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe,installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers sfiall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter ir�dicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM Clay dam construction shall be perFormed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the O location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations 'denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor � determines an existing utiliry is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving a surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at � locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. � LJ 0 D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot pricexbid of the appropriate B�D-ITEM(S). . : , . .. _ ,. �� r : t'�)��G��, �°��(��l(F?� s�z»oo_Pans_seWersPecs_ioss�.Parto_�o�zss:doc . SC-31 10/12/99 . � � �. ; � � O�U�' ��Q � ° Ql� .• �•l y - � , ' �Uo UV�/�'�UU7 �l7(No PART D� - SPECIAL CONDITIONS 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfiil, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches P�yment for multiple service, branches will include furnishing and installing the multiple service branch only and all other cost will be incl'uded in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction 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). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order 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 connection to the City water supply. The 2-inch temporary service main and 3/4- inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for f�cord 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 be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. J 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. Pr`ior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. � ., F, �,�� .:..,... ... � �,�►�r1��0Q� G��C� °�� 1 • �'.'�4:a.,. •' , 9721700 PartS SewerSpecs 1099�PartD 101299,doc '� SC-34 � �f C� �� p) 6 t� 10/12199 ,•,", �;h,,�;. i;��'I C�.,G��Q1� ' v�� '.,,,, , , �� tl�� :'� ��Wo r ., ,�„r+:"x,�:, , , o lllun i � � L+�1 C�J � ��1 � C � L L�J PART D - SPECIAL CONDITIONS All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service°branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5- 5.15 INTERRUPTION OF SERVICE. ' All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. �After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be perFormed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location,to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Mai� 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 fo� 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. � LiJ C�J � 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid�for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when � the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at anytime. Locations with multiple service branches will be paid for as one service meter and meter box relocation. a u�f�a��l�� E��QD 9727700 Part5 SewerSpecs_�099_PartD�101299.doq SC-33 �%�u u�%'"�vU��'"'� ' 10/12/99 D r ��o �. ��c��9 ��o , . �� PART D - SPECIAL CONDITIONS tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D-82 DEWATERING The Contractor shall be responsible for determining°the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel 'T' = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium.gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. . 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prun� flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2-inches-to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. � F. Tree Pruning shall be considered subsidiary to the project contract price 9721700 PartS SewerSpecs 1099 PartD_101299.doc SC-36 (o��,� E��C�GQD CU� ��[��r��' U Ua UVL/ �`f�UU9 1715Wo 10/12/99 � LRJ � L�_J ':�] �� `�I � �� L'.' � ��' �� L'' � � � � L J PART D - SPECIAL CONDITIONS The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. ' Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid. price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 80.13 Water Sample Station: 1. GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. 2. PAYMENT FOR FIGURE 34 INSTALLATIONS: The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an in�idental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. ' 3. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 80.14 Ductile Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2- 7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fttings 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 polyetliylene 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 9721700 Part5 SewerSpecg_1099 PaAD_101299.doo SC-35 f��''��,'^"''"�""`D 10/12/99 , � . , ��':��'�G��Q�( _ _ „� f�i �ilci,��S�� (�M � ��J �J L�'! ��- L�J � i� I� [+�J I� � � � L*J � L".' � PART D - SPECIAL CONDITIONS D-85 TREE REMOVAL Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities bot� overhead and buried. The Contra,ctor shall immediately repair or replace any damage to utilities and private property •including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibiliry of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective pidders perForm this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. �r�oco�� cc�a� L � � 1! ��f�US� ICi,1U1 ll �, �t��r`4�10 ��o A 9721700 Part5_SewerSpe� 1099_PartD�,101299.doc� � SC-37 � 10/12/99 id n � ' , ' � ' , ' PART DA � i 1 t 1 i 1 � �� 9721700_PartS_SewerSpecs_1099_BSD.doc ADDITIONAL SPECIAL CONDITIONS ;��O�G�G�:.� ��f� ��-� i�� aG��Q`� �: ;, �,,ly;+ � �,�N� �C� ��i i; 11 � �� i� : �'�:i :_ U Q L a � I�J l�! C L�� LJI ��I � � L! lJ LJ � l#J � �J DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 DA-8 DA-9 DA-10 DA-11 DA-12 DA-13 DA-14 DA-15 DA-16 DA-17 DA-18 DA-19 DA-20 DA-21 DA-22 DA-23 DA-24 DA-25 DA-26 DA-27 DA-28 DA-29 DA-30 DA-31 DA-32 DA-33 DA-34 DA-35 DA-36 DA-37 DA-38 DA-39 PART DA - ADLlITIONAL SRECIAL CQNDITI�NS PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTEDJ ..........................................................................................::....1 PIPEENLARGEMENT SYSTEM .......................................................................................................................................................1 FOLD AND FORM PIPE (OMl1'TEDJ ................................................................................................................................................5 SLIPLINING(OMITTEDj ...................................................................................................................................................................5 PIPE INSTALLED BY OTHER THAN OPEN CUT (OMITTED] .........................................................................................................5 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .................................................................................................................... 5 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION .........................................................................................7 MANHOLE REHABILITATION (OMITTEDJ ....................................................................................................................................... S SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTEDJ ..................................................................................8 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OMITTED] ....................................................................8 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMl1'TEDJ ................................................................................................. 8 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM ............................................................................................................. 8 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ........................................................................................................10 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (OMITTEDJ .....................................................11 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMITTED) ......................................................................................11 RIGID FIBERGLASS MANHOLE LINERS (OMITTEDJ ...................................................................................................................11 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTEDJ ................................................................................................11 PRESSUREGROUTING (OMl1'T'ED] .............................................................................................................................................11 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTEDJ ..............................................................................................11 FIBERGLASSMANHOLES (OMITTED] ......................................................................: :................................................................11 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ..........................................................................................11 REPLACEMENT OF CONCRETE CURB AND GUTTER ................................................................................................................12 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .........................................................................................................................12 REPLACEMENTOF H.M.A.C. PAVEMENT AND BASE .............................�...................................................................................12 GRADEDCRUSHED STONES (OMl7'TEDJ ...................................................................................................................................13 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE .(OMITTEDJ ............................................................................................................ BUTTJOINTS - MILLED (OMITTED] ..............................................................................................................................................13 2" H.M.A.C. SURFACE COURSE (fYPE "D" MIX) (OMITTEDJ ......................................................................................................13 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER .................................................................................................................13 NEW7" CONCRETE VALLEY GUTTER .........................................................................................................................................13 NEW4" STANDARD WHEELCHAIR RAMP ....................................................................................................................................14 8" PAVEMENT PULVERIZATION (OMITTEDj ................................................................................................................................14 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (OMITTED] ...........................................................................14 RAISEDPAVEMENT MARKERS (OMITTED] .......:........................................................................................................................14 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITTEDJ ...................................................................14 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTED] ..........................................................14 ROCK RIPRAP - GROUT - FILTER FABRIC (OMITTEDJ ...............................................................................................................14 CONCRETE PIPE FITTINGS AND SPECIALS (OMITTED] ............................................................................................................14 PIPEINSTALLED BY SHORT BORE ..............................................................................................................................................14 � �U��U�L� Uc��JU�� . �� u U�e��i:, U`� I�i=JU� i( �� G� �� G:'��19 �[�o a9721700 ParlS SewerSpecs_1099_BSD_PaADA 041699.doc ASC-I 04/16/99 PART DA - ADDITIONAL SRECtAL CQNDITI�NS b. if new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required t� prevent damage. B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting materal shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE34)8 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 U 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR) and minimum qressure ratinp of the pioe shall be SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2. Tests: The Contractor shall be required to send submittals to the Ciry of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that� samples of the production product meets these specifications. The certification will state that productiorj: product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been perFormed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service connections shalll be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyetliylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shalt be Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. , 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 (�j sacks per cubic yard) to a point 12 inches above the service Glateral to trench intersection and shall be in accordance U with these specifications. • The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of a the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. 9721700_PartS_SewerSpecs_1099_BSD_PartDA_041699.doc . -,; • ASC-2 u(�� 01�� [�C�GQD C G� �� G°?��Q�l �� )�'�M� ��o 'oai�siss �II� � �� u l�l PART DA - ADDITIONAL S,�'ECiAL CQN�ITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED] DA-2 PIPE ENLARGEMENT SYSTEM A. GENERAL: 1. Description: This sp�'cification includes requirements to rehabilitate existing sanitary sewers by the pipe a enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. D 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer°lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless � Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61 SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. .L'�! L�J � I� f � L�J � LJ LRJ � L*� Li'JI 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an apptoved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydrau1ic or pneumatic hammer "moling" device, suitably sized to break out the old pip� or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. FonNard progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" througF� 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be certified by the particular pipe bursting/crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5. Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. � c. Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's respopsibility. 3) Certification of workmen training for installing pipe. 4) Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. � ��0 Gp�� °��c��QD �v�Ulf C'L5«vUu15UWUSU UUo l'IU1JV:�LUUp �l5(No 9721700 PartS_SewerSpea 1099_BSD_PartDA_041699.doc ASC-1 04/16/99 a - � PART DA - ADQITIONAL SPECIAL CONDtTIONS �2. Finished Pipe: The installed repiacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job� site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturers printed instructions. b. The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 600 linear feet. c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missile all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular tra�c. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forvvard. 5. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of t�e new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe bursUcrushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring extemal blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse td allow the pressure to stabilize. The time required for the internal pressure,to decrease from 3.5 to 2.5 psig gre�ter than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: ' , 9721700 PartS SewerSpecs_1099_BSD_PartDA 041699.doc � - , �,rl��r�i�,�� G'��c��D ASC-4 ; (v��,� ('C��r�1(�� 04/16/99 � �j 0 U �� Il�SLSU�a �Ua UVV �=lUuug � o � � L�'J L,' � �iJ � � � L.! I�� L�, PART DA - ADDITIONAL SPECIAL CONDtTIQNS D. PREPARATION: 1. Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjac�nt system or other method as may be approved by the Engineer. The pump and bypass lines shail be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer du�ing the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 2. Line Obstructions: If pre-installation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre-construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to co�nmencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall speci�cally review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating a breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post-Construction Television Inspection of Sanitary Sewer Lines". L� LI �I� LrJ � E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. Eguipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. , : �r!,� , �. , , ,'':, .,,::.�:, �. , 9721700 PartS SewerSpea 1099_8S0 PartDA_041699.doc ASC-3 ��C�� ep�:.�:/N:v 04/i6/99 , r�UU C��r°1��ll . ��o ��r��o ��o PART DA - ADDITIONAL SPEC(AL CONQITIONS a licensed plumber. Determine whether additional lengths of line beyond "minimum length" criteria need replacement. Report need for additional replacement to City and obtain approval before proceeding. 2. The Contractor shall excavate, shape the bottom of the trench and place the required pipe bedding so that the grade of the replaced pipe matches the existing service line grade. 3. Numerous service line point repairs along with lateral line point repairs and obstruction removals are located in areas which in many instances will require the removal of existing landscaping, structures, sidewalks, driveways, etc. Items removed or disturbed shall replaced or restored to original conditions or better. 4. Removal of Debris: Excess excavated material and debris are to be removed from the work site daily. Cost of hauling excess excavation and debris is to be included in the price bid for "Service Line Point Repai�'. 5. Roof and Yard Drains: At the locations indicated in Table of the Attachments. The Contractor shall disconnect roof and yard drains from the sanitary sewer service line. For yard drains, the Contractor shall excavate and remove the drain from the yard and plug the line at the property line. For roof drains, the Contractor shall remove the downspout from the drain line and plug the line to prevent inflow. In addition, the Contractor shall install an elbow fitting at the bottom of the downspout to direct runoff, away from the building, and a concrete splash pad to prevent erosion. 6. Disconnected Service Lines: At the locations indicated in Table of Attachments to the Special Contract Documents, the Contractor shall remove the service line no longer in use by excavating at the property line and plugging the service line. 7. Abandonment of Point Repair: If a pipe is exposed and found in good condition, not requiring a point repair, notify City Engineer who will record abandonment of point repair. Backfill the excavation, replace pavement or sidewalk and repair and seed or sod unpaved areas. 8. Cleanout Repair: The Contractor shall make appropriate repairs to cleanouts as indicated in Table _ and as shown on the PLANS. All cleanout repair work shall be performed by a licensed plumber. a. General: This special condition describes the repair of sanitary sewer cleanouts located on private property as designated on the I/I Elimination Repair plans. Repair of the cleanouts shall consist of replacing defective cleanout caps or installing new caps where none exist, such that inflow is eliminated. There will be no repairs made to the existing cleanouts that require excavation, other than what is required to expose the top of the cleanout so that the new caps can be installed. b. Materials: Replacement cleanout caps shall be Dal-Caps as manufactured by Dallas Specialty & Mfg. Company, or equal. The rubber caps are held down by stainless steel clamps. c. Excavation: ,� 1) The Contractor shall su � mit shop drawings on all materiafs and equipment to be installed. 2) The Contractor is resp nsible for obtaining right of entry from the property owners prior to performing any work. Property owners hould be notified 48 hours in advance of any work on their property. 3) The Contractor shall re tore any disturbed surface to its original or better condition at no separate pay. MEASUREMENT AND PAYMENT: 1. Payment for service line point r pair shall be on a unit price basis for each repair performed on all sizes of service lines for the respective depths. he minimum length of service line point repair shall be three (3) feet. No separate pay if the work is done within the limits of a service line reconnect as defined in Special Condition, D-53 - SANITARY SEWER SERVICES. ' 2. Measurements fo,`r extra length repair is on a linear foot basis for repairs in excess of the minimum 3 foot replacement length. 3. All pipe fittings, adapters, concrete collars, bedding, and removal and replacements of grass sodding required shall be considered incidental to service line point repair. 4. If no pay item is included for any work required to properly complete a service line point repair as specified, the cost to perform said work, including any required removal and replacement of materials, shall be considered incidental to the service line point repair. , 9721700 PartS_SewerSpecs_1099_BSD_PartDA_041699.doc ASC-6 U��V�� `L��,`^V�h`✓ 04/16/99 .. 'vo� ��.�4'SW!'uW U If p� BU�'J@��y d�i�lB , lR' L�J � � � L�I� �I L'�1 L! � � PART DA - ADQITIONAL SPECtAL CONDlTIQNS Carrier Pipe Diameter (inches) 8 10 12 15 Minimum Elapsed Time (minutes) 4 5 6 7 b. Post-Construction Television Inspection of New Pipe: Refer to Special Cbndition for Post-Construction Television Inspection of Sanitary' Sewer. F. MEASUREMENT AND PAYMENT: 1. Pipe Installation: Pipe installation will be measured for'payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. ,8y-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. AII costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. O 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. L� l'J L"J l�J l�J l�J � 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. DA-3 FOLD AND FORM PIPE �OMITTEDJ DA-4 SLIPLINING (OMITTED] DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT jOMITTED] DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR A. GENERAL: The work covered by this item consists of furnishing all labor, material, equipriment, supervision, etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point re�airs on qrivate prooertv shall onlv be addressed after the Contractor has received written permission from the qroaertv owner to do the work. A blank Right-of-Entry Agreement form to be completed by. the Contractor and the individual properiy owners is included at the end of this section. The Contractor shall keep a record copy of all Right-of-Entry forms obtained and have it on hand at all times during construction. The street addresses and approximate location of serviQe line repairs are shown in Table _ and the Field Survey Forms in Attachment _. It shall be fhe Contractors responsibility to accurately field locate the exact point of repair. B. MATERIALS: The pipe replacement material shall be gasketed joint, gravity PVC sewer pipe (ASTM D-3034, SDR 26) and have a minimum cell classification of 12454 A or B as defined in ASTM D-1784. Installation shall be in strict compliance with the manufacturer, recommendations and the Uni-Bell Plastic Pipe Association. The method of jointing the ends of the replaced pipe with the existing pipe shall be watertight. C. EXECUTION: Q 1. After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe� and replace with new pipe. The minimum length of pipe replaced shall be three (3) feet. All work shall be aerformed bv 9721700 PartS SewerSpecs_1099_BSD_PaADA 041699.doc ASGS }(''�I�S�yO"��yp �l�y�r' 1,�D 04/16/99 L`9U II l; UL6 L5 U � r �� C �",�, ��Q� r� ��,r��M_ �r�_ PART DA - ADDITIONAL SPECIAL CQNQITI�NS C. EXECUTION: 1. General: Protective coating shall not be installed until the structure is complete and in place. 2. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. � � � 0 D a b. The protective coating shall be installed in accordance with the manufacturers recommendations and the o following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches�, Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section 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 structuce, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-8 MANHOLE REHABILITATION (OM/TTED] DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED] DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OM/TTEDJ DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMITTEDj � DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM A. GENERAL 1. Scope — This section govems all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. J 9721700 Part5_SewerSpea 1099_BSD_PartDA_041699.doc ASC-8 =,,.i��ul�`,,.��j�,�,. ��D 04/16/99 �GO� ��'r��Q� . ��n �� o . � LJ � � ��1 LRJ � u u LJ � � PART DA - ADQITIQNAL SPECIAL CQNDlTIONS 5. Depth of Bury is to be measured from Natural Ground Level to the Fiow Line of the Sanitary Sewer Service Line at the Point of Replacement. The minimum trench width shall be 3'-0". 6. All excavation, backfill, removal and replacement of grass sodding and landscaping, plugs, fittings, and splash pads shall be considered incidental to removal of yard drains, disconnecting roof drains and plugging disconnected service lines. 7. No separate payment will be made for the Contractor to obtain written permission to enter private property. 8. Payment will be made for Abandonment of Point Repairs at� the Contract Unit Price for Excavation and Backfiil Abandoned Point Repairs. 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. 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosian protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: 1. Scope: This section governs the materials required for completion of protective coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary .two component, 100 percent solids, rigid a polyurethane system designated as Spray Wall as manufactured by. Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. CI LrJ L�J II.�J �� [�� 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material aiid 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 materfals 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 pertorm the spray coating operations and coating installations. .,�..„,t�:. ,,i;.: . .,�,. , 9721700 PartS_SewerSpecs_t,Q99 B$Q;PartDA 041699.doc � `�' � ,..,., � , ., , �,^.,, �. # �. , „ .� . . .. .> .,. . asc-7 'J��Q� ,�)(�(�i 1�� c'� �«'� c a � US U ��r � � ` ,�W� � at : �. 04/16/99 �� 6r PART DA - AQDITIONAL SPECIAL CONQETIONS 4. Testing of Rehabilitated Manholes — Testing of rehabilitated manholes for watertightness shail be performed by the Contractor after operations are complete in accordance with Section DA-18. 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 shal) be payment in full for performing the work and for fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grou6ng 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 LINING SYSTEM A. GENERAL 1. Scope — This section govems all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Sec6on, or of Section DA 10, DA-11, DA-12, or DA-14. 2. Description — The Contractor shall be responsible for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion ofi interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations — Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes — Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or troweled on coating over the original interior surface. B. MATERIALS 1. Scope — This section govems the materiats 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 — 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. fVlaterial Identification — Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling — Miwng and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall tie subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General — Manhole coating shall not be perFormed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacemenUrepairs are complete. 2. Temperatures — Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when�freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. � � �° "r�L�J�`rL� uJ,:�V�� I(Ill' . 04/16/99 9727700_PartS_SewerSpecs_1099 BSO_PartDA_041699.doc ASC-10 ^ �� ^nl�.r,��/,� �N] lCly INJ a f ves�^w I'9n1 U ��o �G��I9 ��o � i� �J ��J C � �R! � �_ � � � � � L�J � l�l � �I � L � I�� PART DA - ADDITIONAL SPEGIAL CQNDITIONS 2. Description — The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturers Recommendations — Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers recommendations. 4. Manholes — Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or troweled on coating over the original interior surface. B. MATERIALS 1. Scope — This section govems the materials required for completion of interior coating of manholes. 2. Interior Coating — The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. 3. Specialty Cement — 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 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: Pro e Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 Lon4 Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing a[id Handling — Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION 1. General — Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitatia`n Schedule, is complete. 2. Temperature — Normal interior coating operation shall be perFormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the tdp of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. ' 1) The surtace shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surFace. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). ' 9721700 PartS_SewerSpecs_1099_BSD_PaADA_041'699.do� ASC-9 '�; ;i��i/�.0 /l p jp,��,(�D 04/16/99 ;� .f:; ,.. � ` N� l�; lr�JL U vu( ,;` ,; ., ^',, .. . ��i ��cG?��la� � : ... : � _..::..M ..._ , f�R IV�UXn�r�S�M ��M PART DA - ADDITIONAL SPECIAL CONDITIONS CompanV Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light and Signal Telephone Number 338-6275 336-9411 336-8381 871-8100 Contact Person "Hot Line" Mr. Roy Kruger, Ext. 2121 Mr. Jim Bennett, Ext. 6982 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 time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for 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 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-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surFace-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surFaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator cort�Gtier�s to follow each lift. 9721700 PartS_SewerSpecs_1099_BSD_PartDA_041699.doc r � D ASC-12 . ��U��` ` 04/16/99 �r^,��i1 ��'�Q�� a V'J��UUu0��1�� ;J � L�J � � � l� L�1 � � L�►-J l�J l�J � � l�J � L�.II PART DA - ADDITIONAL SPECIAL CC)NDITIONS 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-1s 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 �ecommendations-with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. 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 manufacturers recommendations. Spot check of coating thickness may be made by Owners Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for wate�tightness 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-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY L1NER jOMITTED] DA-15� INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMITTED] DA-16 RIGID FIBERGLASS MANHOLE LINERS jOMITTEDJ DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION jOMITTEDJ DA-18 PRESSURE GROUTING (OMITTED] DA-19 VACUUIVI TESTING OF REHABILITATED MANHOLES (OMITTED] DA-20 FIBERGLASS MANHOLES (OMITTEDj DA-21 LOCATION AND EXPOSURE OF MANH�OLES AND WATER VALVES The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contractors responsibility to notify the utiliry companies that he has commenced work on the project. As the resurfacing is completed (witHin same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon,completion Af 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 followinq are utilitv contact nersons: . ., 9721700_PaA5 SewerSpecs_1099_BSD_PartDA_041699.dDc ASC-"I'I �^;��(�� p)(C��1(D1D 04/16/99 +t %. ' v (�r a � U U� �� C�'G��`�1�� _ a�oar��M_ �r�_ PART DA - ADDITIQNAL SPECIAL CC�NC1lTlf)NS If the Contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-31 NEW 4" STANDARD WHEELCHAlR RAMP The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheeichair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 5(Removal and Replacement of Curb and Gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1). The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard.Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work. DA-32 8" PAVEMENT PULVERIZATION (OMITTED] DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) �OM/TTED] DA-34 RAISED PAVEMENT MARKERS �OMITTEDj DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITTED] DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OM/TTEDJ , DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC (OMITTED] DA-38 CONCRETE PIPE FITTINGS AND SPECIALS (OMITTED] DA-39 PIPE INSTALLED BY SHORT BORE A. GENERAL: 1. Fumish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified, and/or necessary to complete the work. 2. All excavation shall provide an open area conforming to the outside diameter of the carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper flne and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, as applicable. B. MATERIALS: 1. Carrier Pipe: Carrier pipe shall be as shown on drawings and as specified in the General rontract Documents. 9721700_PariS_SewerSpecs_1099_BSD_PartDA_041699.doc ASC-14 �� (%�� n, p(C�I��r(��DiD 04/16/99 ��^ �� U,( V U� C0�' ��cG�L��Q� . ��o �Go G��a. ��. L�J L�J � I� LJ � !J lrJ ��I L�J � �J l�] � ! "_'J � f�l ��J LR.i PART DA - ALI�ITIQNAL SPECtAL CQN�iTiQNS Compactions of the mix shail be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All appiicable provisions of Standard Specification Item Nos. 300 "Asphalts, Q,ils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to compiete the work. Dq-25 GRADED CRUSHED STONES �OMlTTEDJ DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE �OMITTED] DA-27 BUTT JOINTS - MILLED (OMITTED] DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) (OMITTEDj DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER This item shall include the removal and reconstruction of ewsting concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 con.crete base and crushed limestone to a depth as directed by the Er�gineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete PavemenY', Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Cr�tshed Stone at no additional cost. See Item 314" Concrete PavemenY'. Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. �Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. . If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-30 NEW 7" CONCRETE VALLEY GUTTER This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutte�, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete PavemenY', Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Otd Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of co'ncrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete PavemenY'. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. 9721700_PaRS_SewerSpecs_1099_BSD_PartDA 041699.doc .,, � � ,,.wa„M . �, .. . . ASC-13 ` U�(�O(ri�� j��G�D o4/16/99 U l�; � ��1 �C�� G��`�Q�( ��11. 1'll'!lU)`{.'�110e �L�UUu � � � I� � I."�J � l"�] � � � C � '� LJ RART DA - AQDITIONAL SPECIAL CQNDITIONS 2. Grout: Grout shall be Portland Cement grout of min. 2,000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. C. EXECUTION: 1. Where sewer pipe is required to be installed across the root system of a tree (drip line) by short bore, construction shall be perFormed in such a manner so as to minimize damage to the tree. During construction operations, barricades to safeguard pedestrians shall be fumished and maintained until such time as the backfill has been completed and then shall be removed from the site. 2. The minimum length of pipe to be replaced by short bore shall be twenty feet (20'). Additional lengths of sewer line installed by short bore beyond "minimum length" criteria will be determined by the Contractor and extended to the appropriate limits. This extension must be approved by the City prior to proceeding with construction. 3. Pits and Trenches: a. Suitable pits or trenches shall be excavated for the purpose of conducting the short bore operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the carrier pipe installation has been completed. d. The space between the carrier pipe and the limits of excavation shall be pressure grouted or mud-jacked. 4. Carrier Pipe Installation: The carrier pipe shall be installed by boring/excavating a hole with the earth auger and simultaneously jacking pipe into place. a. The short bore process shall proceed from a pit provided for the auger and jacking equipment and workmen. The Contractor must minimi;e excessive over-excavation during auguring operations and maintain proper sewer alignment and grade. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. All voids between the carrier pipe and the limits of excavation shall be pressure grouted or mud-jacked. 5. Installation of Carrier Pipe: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while installing it through the augured hole. A method of restricting movement between the assembled bell and spigot where applicable shall be provided. d. At all short bore installations, the annular space between the carrier pipe and the limits of excavation shall be filled with grout or mud jacket. Care must be taken that not too much water is forced into the voids so as not to float the pipe. e. Closure of the short bore after the carrier pipe has been installed shall be plugged at the ends as shown on the drawings or as required by the Engineer. � D. MEASUREMENT AND PAYMENT: Installation of pipe by short bore will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work perFormed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Short Bore of the size specified as shown on plans. The fumishing of all materials, pipe, linear a materials required for installation, for all preparation, hauling, and installing of same, and for all labor, tools, equipment, and incidentals necessary to complete the work, including excavation, backfilling, and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. LRl 9721700 PartS SewerSpecs_1099_BSD_PartDA 041699.doc 0 uf�f��COa� E��C�u�D ASC-15 � `, �o UVV �'�UUg II�Wo 04/16/99 � � ' ' ' ' , , ' � � ' ' ' �_J ' ' � PART E SECTION E SPECIFICATIONS SECTION E100 - MATERIAL SPECIFICATIONS r' 9721�00_PartS_SewerSpecs_1099_BSD.doc u�f�� OI�� f�C�G�� ll �[�'GG��Q�I ��o VU `^''I`�I�U U B U 1._"+4`Sa n � �I c. Additional backfill requirements when approved for use in streets: INDEX E1 MATERIAL SPECIFICATIONS � SECTION E SPECIFICATIONS (January 1, 1978) E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS r:� � All materials, construction methods and procedures used in this project shall conform to Sections E1, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet.) Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows:) 1 2. � .� ' ' 1 � E2-2.11 Type 'B' Backfill (c) Maximum plastic index (PI) shall be 8. Type `C' Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. Trench Backfill: (Correct Minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall remain unchanged.) � 9721700_Part5_SewerSpecs_7099_BSD.doc E - � u��0 �BG�� C�G�D 'G�� 'G ° � ° �� . ��`�b, ��}�o � �I' SECTION E100 — MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS January 1, 1978 (Added 5/13/90) E100-4 WATERTIGHT MANHOLE INSERTS E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight gasketed manhole inserts in the Fort Worth sanitary sewer collection system. E100-4.2 MATERIALS AND DESIGN: a. The manhole insert shall be of corrosion-proof high density polyethelene that meets or exceeds the requirements of ASTM D1248, Category 5, Type III. b. The minimum thickness of the manhole insert shall be 1/8". c. The manhole insert shall have a gasket that provides positive seal in wet or dry conditions. The gasket shall be made of closed cell neoprene rubber and meet the requirement of ASTM D1056, or equal. � d. The manhole insert shall have a strap for removing the insert. The strap shall be made � of minimum 1" wide woven polypropylene or nylon webbing, with the ends treated to prevent unraveling. Stainless steel hardware shall be used to securely attach strap to the insert. e. The manhole insert shall have one or more vent holes or valves to release gasses and � allow water inflow at a rate no greater than 10 gallons per 24 hours. E 100-4. 3 I N STAL LAT I O N: � 1 ' ' , ' a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert on the rim. b. The manhole insert shall be fully seated around the manhole frame rim to retard water from seeping between the cover and the manhole frame rim. � �� o Go�� c Ga� ��ti ��r� � c� ^ � 9721700_PartS_SewerSpecs_1099_BSD.doc E- 2 i:�_'�i,�� .� � �i'�� , �3. � � � � � � � , , ' , � � VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. The law that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an mount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-residenYs principle place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident vendors in (give state), or principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. ❑ BIDDER: � �.� ,�� n nr S �a /� : S T• .�i✓ C By: � `�.9�/Z Ui i� /� �u/tl�/.1 Company (please print) �(� / / G % � Signature: ��_�--L--.- � %r--_.. f � f� /,(�.s ti . � %� ,< ��l/G Title: � � �� .1 City State Zip (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION r 9721700_PartS_SewerSpecs_1099_BSD_PartF.doc � a.J � (��O G�l�� G��C�G� �D '��-I� `u' ��'�G°? ° °1� F - 3 ��;? �i� r��M �( ,_ . V �U U➢ 0 �o �:. � � t.,, ►� � � � � � 0 EXPERIENCE RECORD List of Projects your Organization has successfully completed: � pMpUNT OF CONTRAC7 TYPE OF WORiC DATE ACCEPTED AWARD I I � NAME AND ADDRESS OF OWNER List of Projects your Organization is now engaged in completing: pNTIC1PATED DATE OF NAME AND ADDRESS OF AMOUNT OF CONTRACT TypE OF WORK COMPLETION OWNER AW ARD List Surety Sonds in force on above incomplete work: DATE OF GONTRACT Np� pF WORK BOND AMOUNT OF SOND AWARD g721700 PaRS_SewerSpe� 1�99_BSD PartF.doc F-4 NAME AND ADDRESS OF SURETY � C��G� 0/�� [�C�G ° D �� 'tif ��r�G'�G�� r �� +,�t��r,�;,;�p l� (�"Zp 0 � . EQUIPMENT SCHEDULE DList of Equipment owned by Bidder that is in serviceable condition and available for use: � � fl � Q � a aPortions of work Bidder proposes to sublet in case of Award of Contract including amount and type: � � � a 0 � 0 0 p� 9721700 PaR5_SewerSpe� 1099_BSD_PartF.doc F- rJ u ' �'1 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 PS46- 070460410100 �� STATE OF TEXAS � � COUNTY OF TARRANT § M.E. BiJRNS CONSTRUCTION, INC. CONTRACTOR By: %��i 5: � y��,�(.l_�� Title � -/� -Ov Date BEFORE ME, the undersigned authority, on this day personally appeared �•�.,(�� knowni to me be the person whose name is� bs ibe to the fore�oing i�s ent, and acknowledged to me that he executed the same as the act and deed of /!%/ ��. ,��!/}/XD ��@�FY� •�C � for the purpose and consideration � therein expressed and in the capacity therein stated. GNEN LTNDER MY HAND AND SEAL OF OFFICE this �`7 � day of ��-- a�$iav . � - ��Q � � Notary Public in and�or � the State of Texas � � � � � wr.wwwwt �,�a►r �,A�A� `� � d T�e � � Gonww �. Oo-16�+2003 ` �'G�G�� °�[�C�C�� 'u' ��rG��,� �� '1'�'��'�?�o ��U14 � �- `. "" � PERFORMANCE BOND � � �� THE STATE OF TEXAS COUNTY OF TARRANT BOND NUMBER: 33-74990 KNOW ALL MEN BY THESE PRESENTS: That we (1) M.E. BURNS CONSTRUCTION, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) Bankers Insurance Company 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 fim�ly bound unto the City of Fort Worth, a municipal corporarion organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: TWO HiJNDRED TWENTY SIX THOUSAND SEVEN HUNDRED 1�1INETEEN AND NO/100 ................... ($226,719.001 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 LY successors, jointly and severally, firmly by these presents. .� THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain �� contract with the City of Fort Worth, the Owner, dated th��f2��a copy of which is hereto attached and made a part hereof, for the conshuction oi r� MAINS 64, 64R, 180, 180R AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITAITON A�iD IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UNIT 1 ..� designated as Project No. (s) PS46-070460410100, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construcrion being "� ° hereinafter referred to as the "work". r � r" .y, � 1 1 1 0 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 norice 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 costs 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. ''� ��0'G�� G?�C�CJ�D (� � II UJ C'l ��Iv Pa'��IN U F1 ��o UU�.'�IIC�.'1i11Up UIS(/Uo � � �, J �' 0 r dm � (Principal) Secretary (SEAL) i�, Witness as to Principal � Address ATTEST: �, � �_ (SEAL) � �, . �' �,� r (Surety) Secretary � � ��Cl/►r� `' Witness as to Surety 1600 W. Seventh, Ft. Worth, TX 76102 � (Address) � � F2 i. . ..,.,a. PROVIDED FURTHER, that if any legal action 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 obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this insmiment is executed in 10 counteiparts each one of which shall be deemed an original, this the _�� 2 2 2000 ATTEST: M.E. BURNS CONSTRUCTION, INC. PRINCIPAL (4) BY: ��—`�`" � � , Title: � � .� , ,�/,-� �- PO BOX 11678 FORT WORTH, TX 76110 (Address) B ERS INSURANCE C � Surety BY: ��+►� �.J`-� ' WJ (Attorney-in-facf� (5) 2425 N. Central Expwy, STe .�+5�3 Richardson. TX 750$0 (Address) NOTE: Date of Bond must not be 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 Attomey shall be attached to Bond by Attorney-in-Fact.. ^ ��G01�� ?C��D ��' ��[�� G��Q� ;�'II;. ��'�; )ir��Uup l6Wn � � � � PAYMENT BOND BOND NUMBER: 33-74990 r- THE STATE OF TEXAS COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) M.E. BLIRNS CONSTRUCTION, INC. a(2) �- Coruoration of Texas, hereinafter call Principal, and (3) Bankers Insurance Company , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as j" ' Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporarion organized and existing under Lthe laws of the State of Texas, hereinafter called Owner, and unto all person, fums, and corporarions who may fi�rnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of TWO HUNDRED T�'VENTY SIX THOUSAND SEVEN HiJNDRED NINETEEN AND NO/100 ................... ($226,719.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the �,,a payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, finrily to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: F E B 2 2 2000 � VIAINS 64, 64R, 18�. 180R AND 445 DRAINAGE AREA S.4NITARY SEWER SYSTEM REHAILITATION aND IMPROVEME1vTS (GROUP 3, CONTRACT 2) PART 5, LTNIT 1 � Project No. (s) PS46-070460410100 a copy of which is hereto attached, referred to and made a 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 condirion 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 Con�act, then this obligarion shall be null and void, otherwise it �-i shall remain in full force and effect. �J � r � F10 �� [�� 0�� '[��C�G'D � C�' �� Gl[��'� �o ��'��P ��a � � �' � THE BO'I� 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 bbnd as provided in Article 5160 of the Revised Civil Statutes. 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 of addition to the terms of the contract or to the work to be performed thereunder or the specificarion s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive norice of any ^" such change, extension of time, alteration or addirion to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor 5ha11 abridge the right of any beneficiary hereunder whose claim may be unsatisfied. r' IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be ,_ deemed an original, this the day of A.D., 1999. FEB 2 2 2000 � ATTEST: M.E. BURNS CONSTRUCTION, INC. PRINCIPAL (4) BY: �i l_ _ �'- /r ' Title: �_� s , ,i,,,� � (Principal) Secretary . �,. Wimess as to Principal r ..,. Address __ ATTEST: (SEAL) .y PO BOX 11678 FORT WORTH, TX 76110 (SEAL) (Address) , AN RS INSURANCE PANY Sure � `\ � BY: V� � (Attomey-in-fact) (5) Linda ?�'. Sinku (Address) (Surety)Secretary 2425 N. Central Expwy. Ste� 458 Richardson, TX 75080 ' (Address) NOTE: Date of Bond must not be prior to date of contract r �� l. W itness as to Surety (Address) `"' 1600 W. Seventh, Ft. Worth, TX 76102 �, (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.. ��I��O�OI�� G��G'D � �� : G�� o ��'�G�a ��o � r, • ...� MAINTENANCE BOND THE STATE OF TEXAS � �, COUNTY OF TAR.RANT � BOND NUMBER: 33-74990 KNOW ALL MEN BY THESE PRESENTS: That (1) M.E. BiTRNS CONSTRUCTION, INC.as � Principal, acting herein by and through (2) its duly authorized �..� and (3) Bankers Insurance Company a corporation organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the �+ City of Fort Worth, A Municipal Corporarion, chartered by virtue of Consritution and laws of the State of Texas, at Fort Worth, in Tanant County, Texas the sum of M � �, TWO HUNDRED TWENTY SIX THOUSAND SEVEN HiJNDRED NINETEEN AND NO/100 ................... � ($226,716.00) in lawful 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, «� FEB 2 2 2000 � WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, the performance of the following described public work and the construction of the following described public � improvements: � MAINS 64, 64R, 180, 1�JR, AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UNIT 1 °� of same being referred to herein and in said contract as the Work and being designated as project PS46- 070460410100and said contract, including all of the specificarions, 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 One (11 Year after the date of the fmal ra 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 (11 Year; and, � WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any tune within said period, if in rhe opinion of the D'uector of the Water Department of the City of Fort Worth, it be � - necessary; and, � � �� WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstnzct said work as herein provided. u��c�� G�(��G G�� - �� C�'�G��1�� U Uo U�V��I.'GIIU9 Ut7(/\10 u � � �. . �. � �b d_r ;. , 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 Con�actor and its surety damages in the premises prescribed by said Contract. This obligation shall be 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 10 counterparts, each one of which shall be deemed an original, dated ��B 2 2 2000 ATTEST: (Principal) Secretary (Seal) PRINCIPAL (4) Wimess as to Principal �. (Address) � ATTEST: � (Surety) Secretary � (SEAL) � L,. �, �J � � � Y�-- � Witness as to Surety 1600 W. Seventh, Ft. Worth, TX 76102 F6 M.E. BURNS CONSTRUCTION, INC. BY: ,� — — �- � Title: � �h , .,f��.,��— PO BOX 11678 FORT WORTH, TX 76110 (Address) �ANK�RS INSURANCE OMPAN , �e , (,v.� BY: ' (Attorney-in-fact) (5) L� n da W. S inku 2425 N.Central Exnwv. ��458, R�r_t:ardsori, (Address) Tx� ?SO�iO NOTE: Date of Bond must not be prior t� date of Contract (1) Correct Name of Contractor (2) A Corporarion, 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 Attomey shall be attached to Bond by Attorney-in-Fact. � �I�� 0�!�� U�'�rU�'� � ��V ��'rG�� 1��:r, , (�� .. , . .�M � �(�o �: �� Power o Attorne 33- 74990 y KNOW ALL MEN°'�Y THESE PRESENTS: That Bankers Insurance Company, a corporatian created by and existing under the laws of _ the State of Florida having its principal office in the City of St. Petersburg, Pinellas County, State of Florida, does hereby nominate, constitute and appoint: Gary B. McElroy, Connie S. McMullen, Michael F. Washmon, and/or Linda W. Sinku �� of the City of Fort Worth , Tarrant County, State of Texas , each its true and lawful, Attorney-in-Fact, with full power and authority conferred upon him to sign, execute, acknowledge and deliver fo� and on its 6ehalf as rSurety as its act and deed, any bond, undertaking, consent or agreement, not exceeding Two Million and XX(100 Dollars (52,000,000.00► which �-= this Company may he authorized to write. The Bankers Insurance Company further certifies that the following is a true and cnrrect copy of Articie IV, Section 6 of the By-Laws duly adopted and now in force, to wit: SECTION 6, PRE5IDENT. The President shall in the absence or disability of the Chairman preside over all meetings of the � d Directors and Shareholders and shall have general supervision of the affairs of the Corporation, shall sign or countersign certificates, contracts, and other instruments of the Carpordtion as authorized by the Board of Directors, shail make reports to the Board of Directors and Stockholders, and shall perform all such other duties as are incident to his office or are � properly required of him by the Board of Directors. IN WITNESS WHEREOF, the Bankers Insurance Company has caused these presents to be signed by its President and,ats`�o�por5�t6,. �"� Seal to be affixed 6y its Secretary this l7th day of MaY , 19 94 . '' �. �"~ '• ., ' :,',-•�.�-_ -•_ - � � A7TEST: , BANKERS I S RANCE COMP ` ? � ' - � ' - ` � �`:� =_ �: � � - �-� �� .�; �-� = � _ �' " " , ,, = �" G. nstin Oelano, Secretary David . eehan, Pr i en :�-.. -' _ ` This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted �y the Board��'`� ` il of Directors of the Bankers Insurance Company at its monthly meeting held in August 1981. � RESOLVED, that the signatures of such Officers and the Seal af the CorPoration may be affixed to any such Power of Attorney or any certified copy thereof ar any certification relating thereto, by facsimile and any such Power of Attorney or any certified copy thereof, or any certification relating thereto bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Corporation in the future with respect to any bonds, undertakings, recognizance or contracts of indemnity to which �t is attached. STATE OF FLORIOA ) ) SS. COUNTY OF PINELLAS ) j' BEFORE ME. the undersigned authority, personally appeared DAUID K. MEEHAN and G. KRISTIN DELANO who acknowledged themselves I ta be the President and Secretary of Bankers Insurance Company, a Florida corporation, and they as such President and Secretary being authorized ��' to do so, executed the foregaing instrument for the purposes therein contained 6y signing the name of the corporation by themselves as President .� and Secretary, and that said secretary a�xed thereto the seal of the corporation and attested to the execution of the foregoing instrument. .-�. IN WITNESS WHEREOF, I hereunto set my hand and seal this l7th day of MaY , 19 94 . Y P ''��r �c+�•• 'OFFlCIAL SEAL' � ^ M Commission Ex ires: ��r� = 9S !�' .a� CO(ImIS5�011 2j1(97 Notary ublic Caro n . Thames � . -+ '�•� �Cprtxnission �fC�256465 r��i�� OF h� �� I, the undersigned, Secretary of Bankers Insurance Company, do hereby certify that the original Power of Attorney, of which, the � foregoing is a full, true and correct copy, is in full force and effect. �� IN WITNESS WHEREOF, I have hereunto subscribed my name as Secretar and affix the corporate seal of the Corporation this � day of , 19 � (SEAL1 r, ��=:� �� p rr �^ e� ii��' ,�1��,. ��Ii�fQl � �.., ;�,�� .�U.:Vi-.� �_��-'�U�v . Kristin Delana, Secretary � �� C u'J c�� U1� i1c'�5 `�Cd f�'47 11Mr^�`��Si(�� `I��;� 1 � PART G - CONTRACT THE STATE OF TEXAS § COUNTY OF TAIZRANT � � FEB 2 2 2.000 THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager � thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and M.E. BURNS CONSTRUCTION, INC.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 the payments and agreements hereinafter inentioned, 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: ■� MAINS 64, 64R, 180, 180R AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UIVIT 1 � 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, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said � construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been �+ identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are � made a part hereof and collectively and constitute the entire contract. � 1 ' ' "� � � G1 ��f�BC�B/�d ��C�� C�O� ��[�Q� I�o Il��I, �. ` � . ��i� � 1 � � � � � The Contractar 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 therefor, 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 to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth. Texas (Owner) � Party of the First pa t y �. BY: ,� - .�""'° ' p ASST. City Manager CW � � � M.E. BURNS CONSTRUCTION. INC. PO BOX 11678 � FORT WORTH, TX 76110 Contractor � �� By: %�-` � , � - Title: �h � �i ��,� �� APPROVED: �.�-�1�C� � ��'� ��'-��--. A. Douglas Rademaker, P.E. Director � Department of Engineering �w F L.: � ATTEST: P_G�oat � 3-/-D.n City Secretary (Seal) WIT'NESSES: Approved as to Form and Legality: � Gary Steinberger, Asst. City Attorney �- i��g Contract Authorization � � c�� Date '�'��'GOG�� '��Q� �r (�f ��'� ° ' � II la �1�'�UU4 UL7L^1a � ' � � ' 1 1 ' � � 1 � , ' 1 ' e �� 9721700_PartS_SewerSpecs_1099_BSD.doc APPENDIX A DETAILS ''�� U�� `'1(� ��:rG?�Q�( [�o ��G'�I�, ��o , � �� ` � Plug � �••,. � � �4 f�:�!+�t' �� . ;:��y.•ayt f` � +..i•�•. i' .�� : r. At� i�� ;. ..` ' � �NOTE: Bearing Areas shown are based on 150 P.S.I.G test pressure and 3000 P.S.F. soil bearing value. 9� �� o . ?� � /S.. � �� • �9 'S`° � �a ,.•. o, � �°�o, s � Tee 1500{{ Concrete ,.d'.::' dP `O�o, s • � =: • � s �� •�•':i. O'S , .: :.��,'�.;. . � ..,,�•' � .t.��•'� � • i � : ' ' :: o � ;: •1.� i �� . %•r �• �:L� .� iq /�� ,�"..I '•�J.��•, � , '� ,l .:� ^� �� , �:� st; �'� �: ��r• •� � �I �•�r'•i • : �•�•�J�::': �- - y � t �;�. '��1�. :►.� � � '�:�� .•f '/'t �tit� j.� .�'••��'��•.��•::,`� : - - etXtt • .�....•,. . ./.+:. - �= , '. �: p � i � `'r�O � ��0, , � r � � "E" 1500� Conc re te �, `1 ��; � �� :�e�'l�i�� \ •� •' •t� �� • a�I �� `� �"t7 HORIZONTAL �SLOCKING TABLE �j �. Pipe .�Size 4" 6" $�� lo" 12" 16" � 20" %�Dimension "X" May Vary !f Necessary To Provide Bearing Against Undisturbed Trench Wall X-•• Dim. Ft. 1•. 1•5 1•5 1�•S 1.5 2 2 24" 2 30" 2•5 36" 2.5 .42" � 48" 3 .:-�54�� .a NOTES: � 6 1-i-7s �11 °�- 15' 22° - 30' 45° 90° Tee � Pl ug _, �� M�n. r�dx. �tin. �Max. Min. Max. . Min. Max. � Min. Max "A" ArP� V�T �'R" ArPa Vol ,"�" Area Vol . "D" ;Area Vol . "E" area Vc�l .90 .8 .05� •95 •�0 .05 •95 •�0 .OS .91 .82 .05 1.16 .5� .05 .90 :8 .OS: .95 .90 .OS 1.05 1.10 .05 1.73 1.99 .OS 1.19 1.41 .05 •90 .8 •95 •9S .90 .05 1.41 2.00 .OS 1.$6 3.47 .t 1.57 2•4�, •1 � .90 .8 .05;, 1.26 1.60 .05 1.79 3.20� .1 2.18 S•b2 .2 1.�9 3•9$ .15 - l.to 1.2 .05 1.48 2.�0 .l ?.14 4.5n .2 2.8� �.00 .� 2.38 5.65 .2 t.4t 2.0 .� 2.00 4.00 .� 2.83 8.00 .4 3•75 �+•�� 5_ 3•�6 1o.oa .5 1•77 3•l0 .2 2.54 6.20 .3 �.52 12.40 .6 4.70�.00 1.15 3.9�15•55 •?5 2.14 4. 50 . 2� �. 00 9. oo . 5 4.25 18.10 .95 5. 65 32• 00 1.85 4. 76 �2 . 60 1. 05_ 2.66 7.10 .55 3.78 14.20 t.o 5.30 28.20 1.75 7.05 �+3�0 3.4 5.g135•332.1 3• 33 10.00 .75 4. 50 ��.4f1 1.4 �r �� 40.80 2.65 8.50 )2A0 5. 1 _ 7.20 Sl .00 2.95 �.72 �3.8r�t.2 5.�,5 z�.6o 2.2. �.4� ��.�o u,1 Q.�o ��.so �.q 8.30 �.o0 4.�5 , 4. 38 18. �0 1.6 6.00 36.00 2.9 8.48 �.00 .4 1 1.14 1�. 10.4 . o o.o � t � �.bo .>2. (�t.00 6.70�4�00 �.00 �.40 88,00 0.00 13.00 62o t6.o 10•7 115A] 12•oC Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of a11 block bearing areas s to the horizontal dimension shown. � a re1 (�'��p � P � �� 0 Bend �� U.,� °�� .. � ��U ��G�� (��o U��'��G.'�N�a �[��o HORIZONTAL BLOwCK iNG FIGURE 9 DETAIL E-1- 2o Material E-2-2o Construction U � `` / so, � {:•'. � :�� di;�f?, ` • r��;:A� 1��>�t.�• �� '•,;� � C �.,. �# Concrepe �� a - �, � Sell Beil Bend � Trench width: 1. Ripe 24" i.d. and smalle� = 24" or o.d. + 12" whichever is greater. 2. Pipe larger than 24" = o.d•, of Pipe + �8�� . 3• Cradie shalt extend a min, of.6" beyond each side of pipe. RUBBER GASKET JOINT � h1. J. - M. J, Bend � f, � . c� o .a _ � � ^�� . i,;:.•}- ;;:, ^t� _ , � a_.�'=�c�r ''�"' �=��'�) t _ ��,�� ` ,t S.�'��1''':`��..,' 2 -� -� ::�,�..''.-.�*.�., . \ ` �, � _a � � O �- � , � � \ 7yp. ,� , � OBell-Bell �� Bend � r � 1500� Concrete ��,� � � Keep a mi n. of 1�-0'•' �� clearance between ' conc. and joints or � bolts on C.I. Pipe. ;� or in excess of 1'-0" as detailed. � ' ,� �—�—,8 0 � � 0 rl� � � � I•4 =�'=�`• i �ti �Ayj•��5• ;;% r' : ;,-rS`�.,.s',�''' � •; �� f �'►'i ;'•'�� :� ,;r.�: Main 6., � „ ; �t�(j.,°��r�°��;"��' � "' '"%��'%'"'�. 1500;� Concrete �. �%,_� �:�•,3`''' _ • �;. :. . i:... �,�: , . MECHANiCAL JO(NT , Main .�,y-.;;; ;•if�••„� �, �`'••s:;�, ?�i a"?:• 1 . �► : •,,+`=r'� . T I 2' -Ot� I ' Typ. � � BELL AND SPIGOT JOINT i Note: When crqdle is shown or specified for installation on concrete pipe . the full joint C RADLE DETAIL �ength of the p� Pe or fitting sha11 b cradled. F I t��l�0� �l��C�dD rQ� ��r��`�� E 1-20 Mat er i a 1 s �Ra u�r��M9 y��Mo E 2-20 Construct i on d U� W 0 G� ----- ,�� a= a � a Class "d" (2500#�) Concrete �#4 Steel Qar a ' a Wrap pipe with � 15# rooFing felt � � . aForm as necessary � ' - � � � � D � . . 0 � � � VER o.,_,_,$ ,o .... o p: .o . o. o N1� � � � � � / Keep concrete clear of pipe joints and bolts BENDS 90° 45° 221/2° 11 1/4° *Vol. Req'd. C.F. 39.99 21.64 11.03 5.54 A Ft. 2.50 1.42 1.0 �.75 6 B Ft: 4.0 3.88 3.36 2.15 --� C Ft. 4.0 3.88 3.36 2.75 � *Uol. Req'd. C.F. 71.09 38.47 19.61 9.85 �- A Ft. 2.83 1.67 1.5 1.0 � 8 B Ft. 5.0 4.8 3.66 3.2 � C Ft. 5.0 4.8 3.66 3.2 � *Vo7. Req'd. C.F. 111:07 60.11 •30.65 15.40 � A Ft. 3.25 7.92 1.75 1.5 . E 10 B Ft. 5.9 5.6 4.25 3.25 o C Ft. 5.9 5.6 4.25 3.25 z *Voi. Req'd. C.F. 159.94 86.56 44.13 22.17 a. A Ft. 4.17 2.42 1.42 1.25 a 12 8 Ft. 6.2 6.0 5.54 4.2 C Ft. 6.2 6.0 5.54 4.2 *Volume calculated on the basis of concrete reacting thrust on the respective bends under an internal pressure of 150 psig at the rate of 150 lb. wt. per cu. ft.�of concrete. _ , . 'J��GO�d G��C�J��D EXAMPLE A r�'��r�'��'�� G�� G�JU!r'��la �C��3a i. , TICAL TI E- DOWN 6L4CK DETA! � � E1-20 Material F I G U R E �� E2-20 Construction �A � � � o:'O` i � ' /� / ' � ] . � a � a � � � a � � � Q � o� � � 0 � �.l �-�-�a � NOTE � Quant i t i es wi 1 1 be spec i f i ed on plans or directed by Engi- neer. 0 Grout over exposed •steel straps � Keep concrete clear of pipe joints and bolts `\ •a:�!•;s '�:� �'�i: I ¢ � , �`� � %� �� 3: ✓ :�:'.se� �, � _� t . ! / � � � � I � 1 0 1 . � � ( / #4 Bar Steel Straps ' In �ariable quantity � depending on thrust. �-- Form as - Necessary , � 2500,: concrete r � � , ' r ,�, � �� \� '� r /• =' ;4 bars both ways r �/ � � � 6" c/ c � �-�' .�� ,�,� ,,� �. � , � � . ��`� � � }� � ♦ � `�� ::o::r;..:�. � .�. .p: � ��Q� a�� C��D . r0� �[�� G°�[�°JQ�' � . EX A M PL E 6 ��a ��pa4 ��a V�ERTICAL TiE-QOWN BLOCK FIGURE ( C E1-20 Material E2-20 Construction � ' � �� on��ete Keep �f P�pe jotnt5 ��a . � $alts � � Q � � •:� � � D a� � 4 � d � ,-�-�$ $a� S�raP t.� �epend- � St�ei 1� q�ant� y var� O� thrvst' in9 4 �acs gpth W aY5 # bt� C�G '' W��i ae �: Quant�t d on ae ea bY ��-� s4e�� o� di rect 4� a� E.n9� ��e� �he � Ci ,�.�.---. pL�., GK XA� eL� � . y�� . �,�r�� R-��C A�- � �3 � � f ��,�R s . Form�n9 as �e es a�Y 25�Qn ConGt�te � 1'ZQ { on5t � t� on � �.-20 � � �� .�' , � a � Street Surface — — , , , , , , , — . ' � • , • , , . , . , . . . ' 11 lll ��ll�i�y �� i ��i��ir��•��l/q �iii� ri�lli/ry/ Concrete or Crushed Stone 8ase BACKFILL: Compacted For Permanent Paving Mechanically or jetted See S ecial Documents ' • • ,Minimu"m Depth After . �► . , Compaction i • •. ��. a-� 0 .: � � � L� 0 a 0: � �-,-,8 .,.. ._ . �r Granular Embedment To Be Jetted or Tamped Crushed Limestone Bedding For Water Mains 16" Dia. and Larger and San. Sewer 1 ines (See El-3;E2-3) Pipe S12E Ditch Widtf Ditch Widt� Ditch Widt� Ditch Wall � ��w�� W�� "W" Clearance "I. 0." C.I. Pi�e Pretensionei Pr�Stresse� "A" 2,'-," 2'-0'i - ' _ L�� 2�=p�� - - 9.6" � �� _�i� _ _ . $.6�� . g�� 2�-p�� - - 7 5�� ' �p�� 2�_�,� _ _ � 6.5�� 12" 2'-2" - - 6" 16" 2'-6" 2'-7" _ 6�� 20" 2' -10" 3�-Q" _ 6� � 24" 3'-2" �'-4" _ 6�� 0" - _ �1�� _F,�i y�� 36�� _ _ 5� _p�� c,�� 42" — . _ S� _7�� . y�� 48" — _ 6� _2�� 9�� Note: Granular embedment is to be included in the pri�,p b i d pe r 1 i near f oot of p i pe . ii �� d,� �1�(� JQ� TYPICAL EMBEDMENT DETAIL 'v(��}q�f� ��,t�,��j�rM��(��);/(�J � ' L� Ua V'e' �/ �•�U ll9 �l5lNa FIGURE 19 E 1-2 Material E_Z-� Construction ,. . . .f � _ � a. -'� i� r � , _4 `. . � .. • 1 r . n ,p 1 l 1� � � . ... 1 � :. .� 1 �. ' A �y � ,,,,. x�, ��-- y� • � _ _ ,. .., .-•. . � . , . . i,� �. 7.. . t , .. .. ..�.. .f'..,...E.. . _.r1.. ..r. ro�.A_q� . ...t. 'c�a. C .i .: 5 _ .. _N'� . ...� .. . . . Y.A ..r O � � O � � Q � a a � � � a � � a. � U � 0 St��e ¢ f �'onfi-�o�o�` w� �l insfvll � 4 e� - 2':r 8"x 2� "I.O. ��ac�sr� '`' r¢in%�'c'ed Co�oi`�ft 9�'ed¢ '•';• r�:,gs, co�,�'o��.,g to A.s.'T.H1., �•`- `':• C ¢7B, o� ¢9c�al, .s�ay ba � � [�,s¢d tir !t'¢u o�brc�k� � casf�:�y a�d •n�•�/o!¢ �Q: ./ !i ds as :: � ;d;;:� � f.;'%�'� /• � / � , � r� L� �X �i�ovidto� by f/�Q w.�f¢i- �nd 6'.�i�� i��Y G'¢w¢� c�a,�i��cfo.� fo g sic4 desey„�fad fy t�i� .�a6l� c' fYo�.F.?' cvn�fi�t��'te'on E�,��;,�a�. 1-1-78 I _ �1�.rISoC6 �rdinC dild P� v�i.�. cov¢�, ¢Qu�t fo iGJc.�C�ti� ley fi�o.� if/a�ks, �o.iJ?4.4�l,wefif P�ck slar�s' o�' �vse�.F �iolas. .Pef': E 2 -/� '�.:`• .n�.� „ : :+� ' `�' ;,� ?� �----Top o�' tonc�¢z`a Con¢ t� ; `iaj s¢cfio� /S "balow f'�%�is�i ��?:o'=: � ri.n e le vate'o.� . t`:;pr�` . � \ \ i , �, . l,� . . .�"1'�l��P�E' � l0� � ; � Sr�No.o,po �1��s/��o��' (o�acasf s�ow�r� : uC�(�fl��l�� G�C�C�G�D � �� o�{_��o , E1-14 Material E2-14 Construction �� ' I Q � _-_ � ..-� . D � : �' ^ ` � � \ / � �' ( -f- i 1 � � l � ��E` F,� % f . � �� ` �,.� / \` ri / `��.... � ( 1 � Minimctm 2�ows ::r; �Jnefarm�faifvmastic fai�t SCci,(�tt �Ram'Nek orc;pprore+d � epac/j. . �.H'a�rol�i'.E.o Casc�xr's a.- r: j. ,�:sT.y c•a�e,a.,��t :�:�•' .�t�n�f�r-csd w+vi,�Sv!'t :'; r �s'¢cfio.+s cr �ywl� �"'tfi-E-2-/� � � • �t. . ��. � • f� � • � .. Q � :�' ��: . . . � �. �� , .i�si'ov�iii ' � � . �la..yiv<< �'.y... '`=° � � �..d ?f "a��i. � covs.-, aQ�.�.! c'o ,yc.E'�:� (�y � :;?� ircv+ /li�a�-,�� ei*� ��•��.�.�.+��r�i concealed pick Slofs or pickl,a?�s, Ref: �2-/4_ ,. •`:: . t :;� �: . + ! . p�tc.►sfi � � � r . - . � ' � � ' � ' � � ' -.' � . : r: :� : :� -.. r ;`.4..1��`��; �• i:��.'� ;�'..':� • �`.`* . !;.. "•!';..: o"�ti•� �.t � •. �,�• � r � •• ••'��,♦ •�•/ ��. �w f.�l �. � :.:• � � � � w � r � ;�:�' � � I f- —�- � �. --� -- � i i \I . � ! :..... � � I �! K� � —T c..�c�.4 �r<i cw►c: c�rdls a.rfc•�d fo �o�;ot dc�t' �'Vir�s�' w�fif %%t�..tfir pf"�tpl I c-.kr., : --� 14'�� !� f+ �� . � � . �� . . �1 ' � �:: I. � i�t• .�v► ��J ^�� •• • ::'"' : ••, "''r,- j. .. o - - ��;,o: • : �?,�'.:i .._�' ,, �` . S.'• : •-;;° �: :. .:_..� , .�i •� �.'• :f•'�. .j�. . :!'-r.`•• =�'� ��r."i:!/•�a',Ia�ti. �J:j::Q:: �: ,�;,��_- Clrrr F faado �`/ .Co.st• f� �J�� d ".�i/IN. � "� •;Q � � - �- „ , - � '�� JtGOG�� <��D Q . .- � � F/C URE M, t; G�'r ��u ��la� sr.o.�o�.�o .y.�,�.�o�,E- .._��o �� c��ae ��o � � �,�•-�� ,�.w,�� ` Et-t� Mateciel . E2-14 Construction � � s� � � �� . � � 1 � 1-1-78 � MANHOLE FRAME AND� 24"DIA. COVER, EQiJAL TO McKINLEY � IRON ' _ WORKS NO.A24AM,; (REF. E2-14). � TOP OF CONCRETE CONE SECTION 15" BELOW FINISH RlM ELEVATION: � (REF. FIGS. 103 � 104). 6 1 � .-- �--, � � � � ,� ,.� —,, . � �. �� I � � � � I � � � �� + i 1 �\ �� _ _ � /� � `�� / NOTE: 1. PRECAST 4'DIA. CONE WITii STANDARD 300# MANNOLE COVER ANO.RING IN LIEU OF 24"x40" SHALLOW MANFiOLE(REF. FIG 106). 2. MANNOLE TO BE USED WHERE � SEWER LINES ARE LESS THAN 6' DEEP. . ?SHALLOW MANHOLE �� , PRECAST CONE FIGURE 105 I �'L � ��' � � '! tb r �6�� :e� : II � . 6 MIN. � � I GROUT .�"' ; ,•; ;.�..:,. • :. ••,..; •). :^,�. `._;_+,','.{�' •:: �.�. �c=-r'.:-.:- � -- --- 't •� �'� •: _��'.�d. ,' . . . ��- , ,:� •'/ � � •� , � i •/. . j-. ;:i, : , ; . • � f , i. ... .r ..• ., . ,• . $„ � � — CLASS F(4000�) CONC u f�(�� G�'C�C�GG°�� 0�1 ��rG��Q� ��n G�G��9 ��o E1-14 MATERtAL E2-14 CONSTRUCT I Olv 1"+ (..iE: A. Sta�dard pipe Fittings shall be used to form inverts ot junct,ion mar�holes rihcn possible, with instailation as tollows; • � 1. Pipe fitting. 2. Pour manhole iloor i� spriny line ot titting. 3. Break out top ot fitting to spring line. 4. Pour remainder of manhole in�ert to provide vertical invert r�all up to � . 3/4 point of the larger pipe involved, as detailed. . 5. �teel trowel finish inver� of manhole. g. When speciai situations prohibit use o� standard pipe fitiings as above :,uili�E�c, D the invert shall be formed of concrete ana steel trowel tinished to proviue �i::ilar functional characteristics to�those aifiorded by the above installatio�. lnvert: thus formed shall be accomplished t� �he Engineer's satisfaction. � � L�l ,� L1 � Csi � � � � � � �° 1-1-78 �- /� Typic~al—Pian � A of M.H. Bottom tn Junction Manholes �� o� � .� '. . •` , °, ' a . 'a� .Q •4 ��•�. �' �� ,b , a � 'p L1,•. . •, Ia� 1/ � �.6 ij.�• a •':4t��•• c. . , .n. m �•�� ; .. � ; .. .� • . : Concrete ','',% '�': �, .. , ��..p•'' ..•}, ' - • ,�. . S ] ab .-�-+�� . .. �. ` • , � . 4� • � . .' ,� •;,.,. �• ''.,� ,' .., '� .� •`.• JUNCTION Section A-A MANHOLE BOTTOM , � �� c�l�� G��C�G� QD �� dl�"' � �'� °��Q� [��o ��`� `�'��e ��o .._..�_..._._..._._. . �;� � �IGURE ��S Materi�l El"�4 Construction EZ'�4 1 � Q � � � Q D� � � D � a� ,_,_,$ %T1%�T1C�Y/%%�t\11 ��Ylr �(�N�Yi/� Minimum Depth After Compaction TYPICAL SECTION Cost of Granular Embedment and Crushed Limestone Bedding Inciuded in Price Bi� Per Foot of Sewer Pipe S TA N D A R D E M 6 E D M E N�'u��GO�_� °?C�C�� °�D . F! G U R E I 0 9 r�� o Gu��G��ls ��o � E1-2 Material E2-2 Construction -- ��.�,.�„ - — Natural Gro��nd ' �\\�(///a„\\\\ F%%�a \ \ � �,/�/ ;. � 1 � � � � � : � � ��Dimension �.�(" : Sewer Pipe - 12 " .. , . .• • • •' .''! , .. • . . • . ._� • • • ' ,' �'r:ariu'1 a'r: �mbedme n•t �� .' . ' ' ' :. • . • , • • ': � ' � . ' �' ' ' . �'� • ' �'' ' ' ' � _• . � , • . .' _ ,.. . . _• ' .'_ : . ':� 6 • � Crushed LFmestone to ' �ExteRd from 6" Below � Pipe to Springline �� (Excavate for Bells) Q � ..,. � �� . . � Existing surfa � � � � r � ;� � � � f � D � � � � � � � . Q � 1-1-78 Sackfill as specified f�� . . � . � . Ir�r,��r�u�§-�-.""�' �-�-�.-. i . • �. � . � • � � . � � . � • � � � , � . � . . � . ' � ` :� ' . ' . � � . ' � . • � � (�' , � 1 . ` • . , � ` ll . � . � . � ' • � • � . i . .. � t � . ' • � ' � ., :•�' •' .t.�;. ,•. . �• m'` t • ,•' %• • � � ��7 ' ' .:'�_:;:'',;:_., ` r� 1 t�� • ' �'''y}::•..� O ; �..• , ':;:.t � �5,�;'.;"'`�','••��. . •:•t'7:��ti : �.-'� �:.:��T:w'�' • � �I�� • � — � • • :�.��:A �:�� ' �D 1 , :,.r :: . i' , • ' �.. • �•� . • � ti • • • � � •" \ - •• �' '• • •}\,.<<� • � � • f l� • ��l�i.��r . .� �� i'� �� 'v� ,^� � ,��':•,�..a ;�,;•.•;•• �° ,�• •�Q� � ' . ��:.�I � ;�M' =, ' 'aj �t.�, 4 ' �' -.;.,,-�� - • , � : O' • •�• � � _� � ' � �� : �� • . •�:�4:1� . , ; :,; t� ,,,. . _ .:. ' .p ��:«" . ••� � . . .' • �IJ ; :�•�` • '.\ �:, ``%iS:P J. ��l''� �'.�,�f✓♦�'�� ' ` y • • � \•' ��'la��`� �� •\• �S �?,31Kr'n•'�L � � 1,' .�� • • ��+:� '� . � J ��'•• �� ft. • � �• � ;.,•.'�1�; �i .• �� ,•• .��' ,�� ' • � :;..br,•y;,; � I� � � � :�. V , � � � � • � � • • � � ' {'y ) � � ��rjl�lrf=7;�� /f�i�);•-'I;YIC�'i��ll�'/(/�1iil/C3'� • . --Q-- --0---� QI 6" min. dimension. 6" max. for pay purposes when . bid per cubic yard. O6" min. dimension. Max. for pay purposes shall be 6" on mains 24" and smaller, 9" on mains 3�" and'larger, when bid per cubic yard. O3 4" min. dimension. 4" max. for pay purposes when bid per cubic yard. ' O C1 a'ss "E" 15�0## concrete. � ��u��!� ��v�� '� ��'Vf ��'rG�� UuU'V<:'�?�Ja ��o CONCRETE ENCASEMENT D�"1'AIL ' E 1-7 Material F I G U R E "'� . E 2-7 Construction � . � � � � L.' � C� � n� � � � .� � .� � CJ C J d L .p a� �o N •fp � c v N N N �' c.� n. � �, a � � • � � � � '] -1-78 0 ^�'"�d � � • � L O c .� � L �1 3 a N ' C �0 N c3� � � . �. � 6�� - —� �'-, or 3/4 Roadwav _ I O' � � St a nd a rd _• i r;. ajk��uik,�lvi�N+,r.+y�� , .� 1��1� � � Cuf b � Gutter � ti� �� : � � 1� �, '� _ I�, • . . ? . '�'�� "' I �� .'• � � ..��,�', �� ' � � '� .�•'. •��' . 1 • .�. • .,; �;;'„` . . v •L . �'• .. :� _ � � � � � � ..I .; � � l 2 6 + i � � J � I i� - / � � � N I �� / � �+IN � �� ; . 3•a 1 �� t � I `_ � Roadwav t•o'�� ( : �� Min. Watertight�Plug � �, .> � � � "� r � � � s �i f ` i � ine,Min. 2°/ Grad� j� lay rConcServ+c .� � . I �I f C. 1. Mi n. Grade 1% T^lP1 CAl SECTI ON —�, Note: Embedment and backfill as� required� for a�lj.acent sewer main shall be included in the price bid per sewer � service complete in place. �_ . Standard Cur� �. I Gutter Sect i c n ��' �� ` �\` � Service Line ...r.�� NOTE: Tees Will Be Used On All Service Lines Constructed At Same Time As Public Sewer. � � 1 OSeWer service line locatian to be marked with red vinyl tape ot Ieast 3" wi de and 10 mil thick attachad to the end of the service and extending through the back- fill a't tha pnint of house service connection behind the proposed curb. ' -� S E R V I C E L 1 N E D E TA I l.S '�� GO�� '��G�D �� . '� ��U' ��'GU°��Q� � FIGURE � 15 E1-9 Mater a.l:G�°��v�°r�U�Js��° E2-9 Construction ,� � � . � � ❑� 0 . S TR�ET DIR T � a � r ~ 4.0' ' 0 N �.�._� � ,.�� ` i • ; �`/ ` ` \. • ` �� I - / ,� \ 3' TYP. � � /.�-1 ' ., • . � -•-- �� • / , - . _ � �` , �� , / - � --- � ' \ _ �� . � . � � � -� - � , . t { 1 � _ 1 ,` �� / �1., � �-� � i . i � , � .� � �� . � ,, . , .. .�.-, �� / �, A � .. - � >' . . . .\ � _ � �f . ,� i 8 -�4 REBARS TYP. USE 300Qf CI.ASS A CONCRETE. A „. a CONC. COLLAR HEIGHT YARIES� � IQ" CHAMFER TYP'. 1 . � � , � t PYXT. -PYXT. '� . � y � � ` GRDUND .: ''� .� � � '` 2' 27•. � �, • . � � + %cl l \tllY,c11(2��111 � ' � �� .. '- � �R�tOE RING � . � "� . � - � - . :_. ' _ ` _ _ _ . 6' MIN . C.tSE J C,�SE 2 ' • . � • ,� RaM NECK • ' 3" MINIMUM �C�SE ! - � NEIGHT VaRIES � CQLG.4R S/�AL L EXTEND TO 7�?.p OF 2.� 27 CDNCRETE ' �, tREB.aR RECt.! � SECTION A �J . � .. � . � CASE 2 . /'� � CDLL�IR SHA[L EXTENO 3' BECOJ� BOTTOX OF L OJ+'EST 6RADE RING Q' �REBAR REO.I � � �� 1 F IGURE .12 3. C�NCRETE MANHOLE ��9 DETAIL � . � U��u�O�� 6��V�� Gat�1 �[�'�G��`�G��l �u pLr`�kl�,�dllU9 ��Wa COL.�� ES-20,21 MATERIaL E2=20.21 CONSTRUCTION 5/16/90 3 f 05/9 3 � � � . '� t �7 �.,�i. �� i �i C�J C:�a � �� , [:� C� �3 � _. L:,] . _ �� 'J � l_ 7 �'j ` \`" \ \`` �� . \ �i ___.,��n�/////////��/. ,�t[ NOTt O �[LOr KM.A.C. �=/LAt[MSNT ( � � YtM 1 a ,_. , ��.' � l.2T COMCIIET[ 1111LL �C IIRSriLI[� A Y1K OI �� [WM �OTTOY Oi [XlsT, M.M,11C. Mvt11[lfT. � •.�, � . .•�"�'• ,. .��.._. t � ALf. [xflf. A!/MAI.T MIAL{. K lIE�D TO TM[ SN�4� L� 6�ZJOF F~t�EYGRADEDM Su7tfJ1[�-�ifuRSE. � fiDDIM� Qr ►Ir[ TO YATCM �DiACiMT 1tCTlOM • 011 �►tp/1CAT10M ��f� ItNfCM[V[I1 f! YOR[ �' lTRNKNT. � (� OM YA.1011 MO�T�T! l�ROiCT [MMN[!fl d10[MM[R MJfT . , [YN1lTE tlt R�I.L'r1�TM OF [1�RMN M.1LA�. MY0�7tf Af t0 T1fG0[t�001�R� � AwtJTY TO MITItiTAIA CONiTRUCTpN LOAD/1�. If M!'�Orll{ATi�M /111L Nq'iM 0/ �tlIMNCt M1�L� �. • • . , .. • . K Il[MOV[0 � 1�'LAap wITN AP/AOIMAT[ TR[ATiO1T TO ' ' ' -• • [7RtTiM� •A![ OR lU�MA�[ IIAT[MAL. 0 � <<� ��) � ��CS?) �_>;�� S-?7 � �� iw "• C-322! . �, �—tK�er N��t t:�st cuR� t �ueracc � � �utT[� + �� r �• :� • ,, . 77�rnr,,,.: � �� y ��QINE GOA? ' 2•2T CONCRETE ��lL fREMCN MCR/1Ll llM�t Y([T IIE04�11[M[MT! t011 NtApATqM AMO COY/�CT�OM Af •►LCIIttO �M ITCY 102 Of TM[ •TANGMO �r[Cl/tG�� T101N ►Olt COMftRUCT�OM. ►U��IC �ORlft Ot►1, CITr 0/ Ip11T wORTM � TCRAf O� �J1CIli1LL A3 9'ECtf1E0 IN S[CTqNS [ h 2 AMO E2• 2 OI TM[ !/[GI�C�T�ON! �OA M�t[� 0[IMT- Y[Ni tR01LCTt� 1011T 1rMITM 1RAT[R OErT�C�T� 0/ fOI1T N011TM� T[f(A� `� �IlO�O�tD fAC{UT� MItTALL�TIOM �I►E ` ; : -- arcM w�� TYPICAL S�CTION-TRENCH REPf4tR • TYPtCAL H. M, Q. �:�SURFACE WiTH S411. 6ASE � iar wtz �t►w►�T�c ca�cRcr� � C/T r Of fORT �tlY�TN aFv •a -� c•!z , . TAANtiP':?TA:1. N/1! PI . V'. RF.S DEPT. �[v-u-�-�t EA►I/KEfRMN 0/Y/�/OM . Rcv-i:.�e.ao . • [R�{T ��S[ f /t. I i 0 / ' .� � t�--_J L-=:,! l�=-J L-� L..�] EX1ST. CONC. PAI/E�bfENT —, � R�E �EN� NEA� J0� � SEE LONGITUDIIVAL JOINJ' SPACING �� ' -� No.3 BARS ON 24" CENTERS BOTH WAYS WITN MIN. 2 BARS LONGITUDINAL lN DITCH CLASS 'A' REINFORCED EXIST. CURB & GUTTER CONCRETE PAVEMENT EXIST. JOlNT ;� � EXIST. JOlNT � �O � � � � � � � � �M �� , i �� I . • •� . . . • • . _ . � • � . . �. /. • . .. " .. . -�,�� ; �, ��///// �� .•o: e�'e:'j�•!•��•�l'• i �v :• ;: �;; .•.. ;. ;:;.. � ; •� .�;•• ... .. . ; • . :-;�.. �2�'__ _ ao��9o�a-: °� �:ct� 1•e •d�� EXIST. SUB � BASE : � :�°° �; ;er:�` "•' • ; `�� IF ANY� o� �i� °��'o'+ 4� CRUSHED LIMESTONE TO EXTEND _ FROM 6' BELOW PIPE TO SPRINGLIIVE NOTES: . � Q � �S� � � � �� o ,�� ca �S�i> � � � � � � S�?� �� o i��' u (� U oD 6" CRUSHED LIMESTONE /////�j; � � ALL TRENCH BACKFILL SHALL MEEf REQU/REMENTS FOR GRADATION AND COMPACTJON AS SPECIFIEO IN 1TEM 402 OF THE STANDARD SPECIF/CATlONS FOR CONSTRUCTION, PUBLIC WORKS DEPT., CI]Y OF FORT WORTH, TEXAS OR BACKFILL AS SPECIFIED IN S£CTIONS Et —2 & E2-2 OF TH£ SPECIFICATIONS FOR WATER DEPT. PRLt1ECT5, FORT YYORTH WATER bEPT., ClIY OF F4RT WORTH, TEXAS ��—PROPOSED PIPE �—DITCH WALL REINFORCED CONCRETE PA�EMENT WlLL 8E REPLACED TO ORIGINAL DEPTH OR TO A MlNIMUM DEPTH OF 5; Wh'lCHEUER lS 6RE4TER. IF ST£EL EXISTS lN CONCREfE PAVEMENT TO BE CUT. THE STEEL SHALL BE CUT AND SAL�AGED AS POSSIBLE. A MINIMUM L4P SPLICE D/STANCE ' OF 12" WILL BE PROVID£D. RE/NFORCED CONCRETE PAVEMEN)' W/LL BE REPl�tCED AS SHOWN OIiER TRENCH lN THE EVENT NON—REINFORCED CONCRETE PAVEMENT IS R£MOVED. bEDDING OF PIPE TO MATCH ADJACENT SECTONS OR SPFCIFICATION 402, WHICHEVER lS GRATER. ' FIGURE 1 � TYPICAL SECTION - TRENCH REPAIR CONCRETE PAVEMENT C/1Y OF fORT WnR1N T2WSPoRTAAON/PUQUC WORXS DEPT. £NC1N££RlNC DMSION NOT TO SGLE LOClTUDINAL JOlNT SPACING STREET SPACING WIDTH . 28' & 30' ON C/L � 36' & 40' ON C/L ct' 8' FROM BACK OF CURB � ON C/L & 11 ' 44� OFF C/L + 48, ON C/L & 12" I OFF C/L I60' 6� & 18' OFF C/L u C� i� iu +.� �i� � � _r �o L� �} � C� �] Q �l Q�I G� C�t R��CE �Eh�ENT""'t7' NEs�'s� � SEE LONGITUDINAL JOINT SPACING • I =i . . , . No.3 BARS ON 24" CENTERS BOTH WAYS �WlTH MIN. 2 BARS LONGITUDINAL lN DITCH EXIST. CURB & m � r ' .—�' ' "" _ . . . : • ,...:•..• . �� '.� ::'' �•;�_ ' �� + �+. 's��i.y $a. �'�•: :t �c :�:��aq,.. 6'+• a• •;:'• = �' :�Sa�';; �':.e; :s;,� 2:27 CONCRETE �G �� 'fr"�ae�t � a'�� a•�4� L:�0'oe ��•6��\_ •••:'; va•e.. °:••: •r� s• 'o ALL TRENCH BACKFILL SHALL MEET REQU/R£MENTS FOR ,•-. d . � . .�. CLASS A' REINFORCED � '— CONCRE7'E PAVEMENT EXIST. CONC. PAVEMENT _ � EXIST. JOINT �� - . . � . �-- � . - , • . . • . • • ' �� . CRUSHED LIMESTONE ••-�"'•�� :°�� `�4 �e.=`;o�'"• GRADATION AND COMPACTION AS SPECIFlED lN ITEM 402 OF • � 1 �' "� � ��': ' ' °' THE STANDARD SPE.CIFICATIONS FOR CONSTRUCTION, PUBLIC TO EXTEND FROM 6' .�� g• e• ;;;o BELOW PIPE TO ' '. � WORKS DEPT.. CIIY OF FORT WORTH. TEXAS OR BACKFILL '" �� AS SPECIFIED !N SECTIONS El —2 &£2-2 OF THE SPRING LINE ='•; '�a� SPEClFlCATIONS FOR WATER DEPT. PROJECTS, FORT WORTH �,a,, , „Qp� WATER DEPT., CI7Y OF FORT WORTH, TEXAS. NOTES: O � � ;5.�� C<=" ; .�'� � �- j - O ;� � -:� , Cc')� �—�) 2—�—'�`� �� --�� CS` J G`' O ��o� 1^v tn�, � � �3�� . �� oo �PROPOSED" PIPE 000oo�Q � D1TCH WALL 6" CRUSHED LIMESTONE S REINFORCED CONCRETE PAYEMENT WILL BE REPLACED TO OR1GlNAL DEPTH OR i0 A MINIMUM O£PTH OF 5; WHICNEVER !S GREATER. 1F ST£EL EXISTS !N COlVCRETE PAVEMENT TO BE CU7: THE STEEL SNALL BE CUT AND SALVAG£D AS POSS/BL£. A M/N/MUM lflP SPLICE DISTANCE OF 12" WILL BE PROVlDED. R£INFORCEO CONCRETE PA�EMENT WILL BE REPL4CED AS SHOWN Ot�ER TRENCH !N THE EVENT NON—REINFORCED CONCRETE PA�EMENT lS REMOVED. BEDDING OF P1PE TO MATCH AD✓ACENT SECTIONS OR SPECIFICATION 402, WHICHEVER IS GR4TER. � FIGURE 1 B � 7YP1C�1L SECTION - TRENCH REPAIR CONCRETE PAVEMENT CllY OF FORr iN7RIH 17WlSPORTAlION WORI(S OEP% EMCIN£ER1NC DMSlON NOT TD SCALE EkIST. SUB BASE — (lF ANY) LONGITUDINAL ✓0/NT SPACING STREET SPACING WIDTH 28' & 30' ON C/L 36' cL 40' ON C/L dt 8' FROM BACK OF CURB 44, I ON C/L & 11' OFF C/L 48� I ON C/L dr 12' OfF C/L 60' � 6' & 18' OFF C/L 0 LJ I�J C� � �.J � L�J CI � � • � !J � � ['!J � 9 � � 3� \ M � o SILICONE JOINT SEALANT � •� • . � , � • � . ; � POLYETHYLENE BOND �. "�- — � BREAKER TAPE ' �6 SMOOTH j` , �, REQWOOD EXPANSION �%A � r,�� JOINT FIILER i i � . : i � •I %/ i ��`� ° . �� ; � � • ! .1 '� 1 . \1 `, . `--------------- ------ DOWEL SUPPORT BASKET� . JOIKf DETAlL N0. 1 SEAL FOR IXPANSION JOINT NOT TO SCALE JOINT DEPTH ' PAVEI�IENT JOINT DEPTH I THICKNESS ( T/4 ) T= 5" I 1 1/4" � T= 6" I 1 1/2" � T= 7" I 1 3/4" I T = 8" 2" � � L"�] N_�J � 0 �' � r��4-� �, SILICONE JOINT • , � SEALANT � � � : .: �—SAWED JOINT PACE � j � , • tn v ' . w : ,: +. � " 3/8" DIA. CLOSED � v�i •'• , : '• CEIL EXPANDED .. f..' POLYETHYLENE FOAM '. . ' BACKER R00 • � 'COLO' JOINT CONSTRUCTION FIRST POUR SECOND POUR JOfNT DEfA(L N0. 2 SEAL FOR LONGfTUDiNAI AND TRANSVERSE CONSTRUCTION BUT JO1M NOT TO SCALE 1 /4 =- �, SILICONE JOINT , � SEALANT � .', , , �;sSAWcD JOINT FACE \ � ^ ' ' � ' � � 3/8" DIA. CLOSED �'• • � CELL EXPANDED , ; ::' POLYETHYLENE FOAM . BACKER ROO . • .:� ; ... � JOINT DETAJL N0. 3 SEAL FOR SAWED DUMMY JOINT NOT TO SCALE ��D�fl'�� D ��U U �'I��vU��IIWW� �D M� G'��g �[��o D SUPPLEMENT TO T&PW FIGURE 1: WHEN EXISTING CONCRETE IS CUT, SUCH CUTS SHALL BE MApE WITH A CONCRETE SAW. ALL SAWING SHALL BE SUBSIOIARY TO THE UNIT COST OF THE ITEM FOR WHICH SAWING IS REQUIRED. JOINT DETAILS N0. 1,2 & 3 OF THE T&PW PAVING DETAILS SHAl.L 8E � � � � 0 � L�� l�� L� Li� EXCA�/ATIDN, BACKF�ILL AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN, Z' HOT ❑R C�LD MIX ASPHALT, EXIST, STREET PAVEMENT jj� �a�j o�o�o�o�o�o�o�a�� / o0000000000 /�Mttf 6 c� c rE FLEX-BASE MATEI ' a �' • // /. 'i // �, "�. �/�jj • . a . \� ,' • �. ' ' ° •• • B❑TT�M ❑F TEMPORARY �R ' •� ° „ ° PERMANENT PAVEMENT REPAIR / � •° � ��EXIST. BASE � SAND MATERIAL� EMBEDMENT SEE SPEC, E1-2 �� 1) SEWER — MINIMUM 12"� SAND EMBEDMENT C�VER 2) WATER - MINIMUM 6" SAND EMBEDMENT CO VER MINIMUM 6' EMBEDMENT� TEMP�RARY PAVING REPAIR SH❑WN - FOR PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPECIFICATI�NS, �TYPE C BACKFILL . SEE SPEC. E1-2 1'-6' MAXIMUM �� CRUSHED ST�NE . Q.�Q�' SEE SPEC. E1-3 �,,: ' , , • , _ � �— � INCLUDED IN LINEAR F�OT BID PRICE ❑F PIPE � a �I�URE B CSEWER� ALL SIZES) a. CWATER SIZES 16" & �ARGER) � � NTS REV� MARCH 25, 1999 o f�f�� OG�� G��C��G�D �0� ��trG1��JG°?� 0 �u UUL/ �'� . �i L�J C� Q C� GG� �7 �i C� G� CI � C� i� C`J � t� �] �7 G� � � � n � � �� cs�� C� o =' o 45' BEND i7YF) OIP WATER MAIN • • . ' � (PIPE SIZE VARIES) , � •_g�• P1PE O.D. � �_g� � . MIN. MIN. DlP SEWER PIPE %� (PIPE SIZE VARIES) . . .. . .'�.: . :': �. �IiERTICAL TlE DOWN BLOCKINC (TYP) 45' BEND (]?'P) N � �"• • •�. • •� � �� . , � ,., :•. CRADLE WATER LINE ADJUSTMEIVT DETAIL N. T.S ' .� � .i.,..i: � �"•; �� ' i 2' i I I /� — — � � �- — — --� COMPACTED BENTONITE CLAY � _ � �3 OR 2:27 CONCRETE � I �-----� � �- — — — — � �-- — — — — — —� ' SEN/ER 1,iar;� �- - - - - -� � � � � f----------� d • • w � _ _ _ _ _ _ _ � r� a � �. a . • ( '1 � l/J �� /" � (I� l/l EXISTING GROUND UNDISTURBED SO/L ��I/N/AaUM TRENCH � NJIDTH = PIPE D/A t 1' �.A � �ii�t� ►�'�'(�'�'1��1� � L C � �� '�� NOT TO SCALE � ., ��OQ� G��C�C�G�D � �� c��G��U�� a G,�G:��I� ��o 1 � �� DUNAtiYAY ASSOCIATES, Inc. ENCINEERS -.. PL1YYEftS - SQRVEYORS 1501 6(ER°IlUC CIRCLE, SUITE 100 FOP.T NO�N, SEXAS 78107 PH.(817)9a5-(l2l METRO(8lT)429-2135 - FAX(dl7)3�5-9437 COMPACTEO .BENTONITE CLAY OR 2:27 CONCRETE C� � � � l�'1 � C�J � � CLASS 'B' CONCRETE D8" MAIN/LA TERAL 2 �� . �� .,�•' �~� Z .(o 0�4` � �:'.� :.� � .. �" MlN _� .b. .� ' '�_'LI 1-1 I 1=1 I 1=1 R y ��! .. . � '� � •• �.'��4" SANITARY SEWER � ' �� . CLEANOUT CASTING �' �� . � �';� (CAST IRON OR �VC) �• • ::..��RUBBER SLEEI/E COUPLING � ''� . .. •: �'"'�COMPACTED AS SPECIFIED '� � �� ' � OR INUNDA TED SAND . ' • �': 4" STACK /� I..� 4 "X8" TEE • ,.: .� :�;. . .., • � .: � : '� • • ' � • `' . PL UG ., : �t, � .� ' ' . � '� .- • � , : �,j'-•;.• '�� `� 0 Jti � . .. • ' . ' , �,,, : . - . � :+.: r,..'' . y . !'y •: y ,4-- '' •.: •� '�: •1 � •: ,t. •.. '.�••: . . . . . . . �. a ;�' • . � � • .. . , • '' , . . : � y '• , • . �: r �'�, ... . . , . . : � .. . . ' . .: y.:.,•. s �.. `• � . , . .• . ... . ' : .. •. ' , � •+• •�'� .'\'.'�.• W��•1 e ' ` ; . .!... `..�-� � � � I � a r�TTT=1 I 1=1 I 1=� �.1-1 I= �� .�—� �. __ � � I I I� � � I I I� � � I I I�„ I I I„ I I I- 1 I I; I I I, ;, I I 1- 1 I 1- 1 I I:: O E�I�l�EL�iI�fEN T . ti CI� Ll � 0 CLASS 'B' CONCRETE NOTES.• � A. WHEN MAKING CONNECTION TD SANITARY SEWER MAINS, USE A TEE CONNECTION OR SADDLE. THE CLEANOUT STACK INSTALLED SHALL BE OF THE SAME PIPE MATERIAL AS THE MA/N UNLESS THE EXISTING MAIN lS CONCRETE: NO CONCRETE CLEANOUT STACKS SHALL BE lNSTALLED. B. THE SANf TARY SEWER MAINLINE CLEANOUT SHALL BE CONS7RUCTED lN SUCH A MANNER AS TD CLEAR EXISIING UTILITIES AND PROPOSED FACILlT1ES SUCH AS STORM SEWER MAINS, PAVING, SiDEWALKS, RETAlNING WALLS, ETC C. THE CLEANOUT STACK AND CASTING MAY BE PLACED lN THE PARKWAY AND lN VEHICLE TRAFFIC AREAS NECESSARY. D. FOR COMMERICAL MAINLINE CLEANOUTS, USE CAST IRON CLEANOUT CASTINGS ONLY. E. REPLACE ALL SEWER SERI/ICES TO THE PROPERTY LINE. F. lN 1/EHICLE TRAFFIG AREAS, SANITARY SEWER CLEANOUT SHALL BE OF CAST IRO�. IJ ��^� � w��' _1�� J�D SANITARY SEWER MAINLINE CLEANQUT �`�� Tc ��O�U' �C'�G��U��( N. I .J. l'�e VU�I`rf�C�IIUUP �4�!/Uo �,I U � I� � � J � J D D � � � -1 � � _1 � NOTE: Gul/�r �o e. ,nov.e ►0 Con/orm rilh conCr�/� Y011fy (Or POvtT1l1!) liOn ✓O%f11! I /I —• • ' .�. . o . ._ � � / j lnl�rs�elinQ / Vo,,.y / / . , a r I"or oa dir�c�Id py lh♦ InqinlK __, No. 3 1 /B "OCSW I � _ �� • • ' • f �-4�� min. or •Quol to '� }: �{:;::;':::: •; :--'''.:: :'ti::.;; od/oc�nl pov.nwn► a.v►n. � B� �. '= :':�.�io':t Y:::: � . -0 � �R�sid�ntio! Sfi�Ns • TA• 7�� r�in/orc�0 eoner�fe vd/ey aAal! reploct tfr• lop 7�� o/ ►M pov�menl ri1A fAt r�eroin�nq por�ion ol poven�enl fo b� co�strue/ed includinp suD-prod� freotm�nl, in occordanee rill► fAe fypico/ povinq seefron. TA• concr�l� voU�y will D� Qov�rn�d oeeorO�nQ lo cify slondords lor eoncre�e turD e putler. Th• eoner�►� sholl De of wosA�d and scrt�n•.d apqreqate wrfh a min. of fir� (5) locks o/ cement per cubie yora of eoncr�►e �n ploee .irA a mm /l�xurol str�n9th o/ 550 pounds psr squort inch a1 s�ven doys witA cenrar looC�np. TRANSlT/ON SECTION For Vofl�ra Croitinp Aldjor Slr�ds DISTANCE FROM CROWN E OF DIP 0' 0.000� b' O.OtI' f0� O.Oe3� 20' o.2oe'' 30� 0.333� ao' ' o.sod' No! la Sco/e NOTf� TAis is sane Orarinp os C-/066-R REVISED 7-84 EFW/WRM REVISEO 9/2E/aT J.A.N./W.R.M. CONCRET£ VALLEY � CITY of FORT WORTk,TEXAS—CONSTRUCTI�N STAN�ARD � DiiAW�NG N0. S—S 6 I DATE� DEC. 1969 � Addendun 3 362 �� '�C��G°�D �� ' ��G��G��,°1�1� �Ua U�rvUC'��U118 ��/J�o � � � � i 1 t � pppENDIX B EASEMENT DOCUMENTS TEMPORP►RY RIGHT-OF-ENTRY AGREEMENT � , � ' , !� � � � � g72t70D_Part5_SewerSpecs_1099 BSD.doc u�(�D�D�:� 6�:�� ; ��!�; �� 'tif �� r��C'�U�� U 1(r�R S11Y��Y��r j�;i; �l �l, �?I?'vl ll Ua VU4�:�.�:fi�F �li'��'.`:o � � �� ,.., � 1 1 � ' 1 1 , 1 ' ' � � EASEMENT DOCUMENTS Three copies (in 3-ring binders) of all the right-of-entry forms and all easements (temporary construction and permanent) obtained for this project are available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any right-of- entry or easements upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The responsive low bidder(s) will be furnished with a copy of Appendix B after award of contract. Bidders shall not remove any of the three copies from the plans desk. �v(��dc0�,�� G�D r��'�f ��'.; ��i� � ��!� ��_"r'�� o 9721700_PartS_SewerSpecs_1099_BSD.doc Appendix B - 1 iW TEMPORARY RIGHT-OF-ENTRY AGREEMENT �� Main 64, 64R, 180, 180R, and 445 Drainage Area �,., Sanitary Sewer System Rehabilitation & Improvements (Group 3, Contract 2), Part 5, Units 1 through 3 Sewer Project No. PS 46-070460410100 D.O.E. Nos. 1821, 2524, and 2525 Parcel # Address: LOT _, BLOCK , Subdivision: � � � � Owner: herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the Owner's property located at LOT BLOCK , Subdivision: , also described as (premises), for cleaning, rehabilitation, replacing, or constructing a sanitary sewer or sanitary sewer manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of , 19 , by Owner: OWNER: ' 1 ' 1 � �' 9721700_PartS_SewerSpecs_1099_BSD.doc Appendix B - 2 !�!f�f��U�_� G?[�C�J�'@ ��' �C��:: G�� ' �� o ��iJ' �''�� F � ,�'l� � ' ' , 1 , ' , APPENDIX C � TWDB CONTRACT CONDITIONS S.R.F. '" CONTRACTOR'S ACT OF ASSURANCE CONTRACTOR'S ACT OF ASSURANCE RESOLUTION ' , i 1 0 � � 9721700_Part5_SewerSpecs_1099_BSD.doc � u(�� G�� G��C��D � ��11 ��;; F�� 1,, � ��} "�C�9 ��o � � � TWDB CONTRACT CONDITIONS PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. DEFINITION. �•.� The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to � perform the functions of such Administrator, or the authorized representative thereof. � � FINAL PAYMENT. The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANCE � This provision applies to any contract which will construct structures that are insurable � under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to �,,. the owner before commencing construction of the project. The Contractor shall obtain the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. � � � !r'; ARCHEOLOGICAL DISCOVERIES. No activity which may affect a State Archeological Landmark is authorized until the Owner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and 9721700_PartS_SewerSpecs_1099_BSD_AppC.doc ._ ;.,,�;�� ,;;�, ,;,,;I:;,� ,�'��`,s U_l�'��J�,:�; �:=°,�ti� ��rG��G��J ��`� �r��r��M � a � C� �!.�IIUp � Appendix C - 1 � � � � � � � fa� � ' �� notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. ENDANGERED SPECIES. No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TWDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. LAWS TO BE OBSERVED. In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. HAZARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. 9721700_Par15_SewerSpecs_1099_BSD_AppC.doc '�''�lr!� �9�z� G��UU'� ,� ��ti�- cr��r� � ° G� v' I"�� V� ^I':��:'UUI19 IIL7(/�!0 Appendix C - 2 � � � EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, `' and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but � not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The � Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or national origin. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employees. (4) The Contractor will comply with all provisions of Executive Order 11246 of � September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S. C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The Contractor will furnish all information and reports required by Executive Order � 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of � investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be �"" declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order � 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by F"` Law. (7) The Contractor will include the portion of the sentence immediately preceding � paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or � � ��,v,�,�� I��'��G�� a-i � � 9721700 PartS SewerS ecs_1099 BSD A c.do� ^ �I C�l+p�} e e �'�� A endix C- 3 � — — p — — PP �� Il/ C'Ly'�:G��G1n� PP `.` ��o G'�G �'��Jp �[�o � � r"' � � r purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Reqister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. � Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in � excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. , , � 1 r 9721700_PartS_SewerSpecs_1099_BSD_AppC.doc �, �(��G�� +�� 'y' ��rG��' !� Uo UL"rV�[I�UUp ULSWu �U'�� G=��V�L' J �� r��1� I��o I� �.r-��g ��? Appendix C - 4 � � ' , ' 1 ' , � � � , � , � ' r S.R.F. 1. The Contractor shall compiete the two attached Texas Water Development Board forms at time of contract execution. 9721700_PartS SewerSpecs_1099 BSD AppC.doc u �� G��:� ��[�C�C1�D �� C�'V� a��'u G�[�i��l ��o �i��'��o ��o Appendix C - 5 . I � � t'�l � � CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF �L�'�� ' BEFORE ME,f �Gi�%�ea- ��!�-��'�- a Nota Public dul commissioned rY Y and qualified in and for the County of ��.,�� in the State of Texas came and a eared �� pp / / / • � . � �� , �� as represented by / `� � . ��'�'" , the corporation's �P ii , who � � declares he/she is authorized to represent ��I ��.��C�/l2��1 L-u� •�C • pursuant to provisions of a resolution adopted by said corporation on the day of �'�"� ,;�� (a duly certified copy of such resolution is attached to and � is hereby made a part of this document). �i'l'/ -� . ��L�it-d-� , as the representative of�/� •� �G�'S/f60 (-�7�t-1L7.�IC` : �declares that �� •�• ��/`1/r� �-��s�ur s the Texas Water Development Board that y� ,/� � /�) �, it will construct%/ 1�P�, (a��' l��, ��/F' '✓y5�`� project at �Lll�� , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the � � � � � , � rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this � �s��t • � ��,� '"'"�p� J ATCH SI � $� * �d � ,�. �or�.1�+� �' ,�w,,,,�t �� 9721700_PartS_SewerSpecs_1099_BSD_AppC.doc / `t day of �('� �G%�'-Y�('G2 [��D�+Cl/�L �%i�yyi�� .l �L—l�% �� Printed Name My Commission expires U��L �� G��NJ�L' ��':G` °�V ��o V��!L`'lM� �?C��?o ��/� �od� Appendix C - 6 L � CONTRACTOR'S ACT OF ASSURANCE RESOLUTION '�� .� . �� C'� . �� . Name � I hereby certify that it was RESOLVED by a quorum of the directors of the �� d- , r (�i,�X. �C . � - ' ' Name of Corporatidn meeting on the day of /`y� r�C�'- ,�l$rUz) , that /'� l• fa �t✓��L�, � - 'l � � �� be, and hereby is authorized to act on behalf of ��/ �� •�� !'�'1-�`•CT�9C Name of Corporation �as its representative, in all business transactions conducted in the State of Texas, and; � That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in [� �' � �, � � 1 , � � � � full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this /`�" day of � � 0. , �� (seal) 9721700_PartS_SewerSpecs_1099_BSD_AppC.doc �� c�G�:: 4 �'��G� �� ' ��: � 5 ' �� ,,j� �1�� ,,r�� z U ��a U'c�l�' !' (; � P G'�u �- �__�--- Secretary Appendix C - 7 � , ' , ' ' , � � L� ' L � � 1 � APPENDIX D SOIL BORING RESULTS � �� D�:f� G��C�C��o �: O�l�l �� G�� a ��Ip ��°�o � 9721700_PartS_SewerSpecs_1099_BSD.doc � 09/15/1999 1a:38 3325478 � � FW WW PRGM YCH CTTY OF FORT W�RTH CONSTRUCTION SERVICES � LABORATORY RESULTS FOR TEST HOLE AND �I,AS�IC�TX �NAF.,X PROJECT: FLINT �TREET (McCART TO FRAZIER) M-64 DOE NO.: 2489 FUND CODE: 02 PAGE 02 ___ �__�..��._—W.._r�._r._..`....�r ^�__�___—_____�___--___ �C______�___"_� � � HOZE � 1 LAB NO.: 567$8 I T,OGATION: 50' WEST OF WAYSIDE AVE. S/4 I ------------------------------.._____-__..__.�.._____-------------------------- t 2.25" HMAC 1 10.0+�"' GRAY �L�AY WICRUSHED STONE I ? . ? 5"' GRAY CLAY I ---------___��._...._�._....�....»�...,�..�.___-------------------------------------_--_____ 1 A��ERBURG LIMITS: LL: 52.6 PL: 27.4 �I: 25.6 SHRI�G: 15.0� i r�urrsEr., caz�oR cx�T. s12 GRAYISH BROWN cz.�Y I —�=c=�—s�=== ��:•.—•�•••,.�uere�u�erra��e��a��a+cwiRrx�sA�a—��=----�=��e��rrarre�rre��aa�acx�� I H�LE � 2 LAB NO.: 56789 I LOCATTON: 125' WE5fi OF FRA2TER AVE. S/� I ....__w__-�------------------------------------------...._�_�..------------------ i i.z5^� t�c � 9.00~ GRAY CLAX W/CRUSHED STONE (STABILI2ED & RECLATMED MATER�ALj I 9,Oa"' CRUSHED STONE W/GRAX CLAY I cc� .�.��—.T�=^--�---�—�=c=a�aa��a:a�a�m=amaa�c�.�.o�c..=��T==== = ==^ =----`—' 1 � � APPROVAL: ,` �JERI � DATE TESTED: 08-27-99 DATE REPORT�D: 09-02-99 TESTED HX: �AT�ERSON � , � 0 � RDUTING JOSEpH GAGLIAFtDI ABE C.A�.QERON RAKESH CHAUBEY FIL� �� o� oc�,� ��c�� r�� o ��C��P �C�a , l0/22/1999 io:ee 3325478 FW WW PRGM YCH CIT'Y 4F FORT WORTH CONSTRUCTION SERVIC�S LABQRATORY RESULTS E'OR TEST HOLE AND PLAST�CITY INDEX r � 6 M• � in�N � ' � � PR4JECT: SEWER M-64 PRRT 5 UI�iIT 2 SEMINARY DiZTVE tCOCKRELL TO MERTDA) DC1E NQ.: 2524 £UND GODE: 02 P�stt n : - Fa-.x pd PAGE 01 QY ( GL' d l .yu. *- � �• (a f ��/qq �l1�.S�i�C�',.Sm!l��W�•w��!!�l�ii�0.1Rlt3'��l��iiZY�26lS��iililCxS.�S�l�i�=�.'�.i�!!��l�a��bC `�' �!� � HOLE i 2 LAB NO.: 58652 j LOCATION: SEMINARY DR. Sf4 114' EAST OF GQCKREI,L ( -4 . 50"'-HI�tAC---------------�---------_�..-------------------�-------_-------- i 5.50" BRQWN CLAY W/CRUSHED STONE (ST7�IBIZ�ZED MATERIAL) � 6.00"' aROWN CLA't E .._----------------------_..�---------.._--___---_�..�.,_--------..__-------__—�-__ j ATTERBURG LIMITS: LL: 36.� PL: 1S.8 PI: 20.2 SHRKG: 11.0� � MUNSEL COLOR CFi�,RT : 8/ 2 VERY PALE BF20WN CI�AY { ��aa�a�a.�saa��a�aaasFaa,.��a�ssow�+s:se�s��aa��a�cwaama=�a��m�os=—x��aaas��—,----��sv i HQLE # 2 LAB N�.: 58653 � LOCATION: SEMTNARY DR. CL 4�.4' EAST OF COCKRELL ( �7. ooM-�G-�--------____--------_----------------------......__----------_____ i 7.00"' BROWN �T�AY {STABIZIZED MATERIAL) � 6.00"' BROWN CLAY � ATTERBURG L�MITS:�--LL: 52.9+�PL: 27.1,r`PI 2�.8 �SHRKG• i5.0$ ^�s^--------� MUNSEL COLOF�. CHART: 7/2 LIGHT GRAY CLAY � I a�:r�aox��aaass��=ess��aa�caaaasaa� a�mrtses��as��cx��nata�a=�mc�c�ee�a��cm�m �� ( HOI,E � 3 LAH NO.: 58654 � LOCATION: SEMINARY DR. N/4 88' EAST DE' WAi�'S � --------------------------�-------__—�-___---__�__-----�---_------__-----------� i �.%�� c �i 25.25' BROWN CLAY (3TABILIZED MATEF�IA,Lj TO BEDR4CK t sssimiam'Sla��aQ��o�-'G�aaa�p��Sta@s�amaaesi^�Ra�samsKSlSexasaasF71� 'L"ama»=ic ��as�scC' '� �(�� l��r 1,�(�'�� ' ��C�: ^r��l� � ;,•^;�;;r,�� o �t,,;�r_r',�. , w�. o 10/22/1999 1e;00 DOE � 2524 3325478 FW WW PRGM YCH PAG� 2 PAGE 62 iS••�•��1i�ai�XS�S��!! '��s.tslsiTt"""��lSi��iCm�C=I'iii�ilalir'�lCS'3QliF_-..�_�-: ' " '!�lii �s � HOLE � 4 LAB NO.: 58655 � LOCATIaTT: SEMINARY DR. N/9 108' EAS�' OF W.AITS J � ----------------------------_—_-------------__-�-------------------------�--- � 6.00"' HI�lAC � , 14.OQ"' GRAYTSH BROWN CLAY (STABILIZED MATERIAL) TO BEDROCK ( aiaaC �m�.—..=a��ar.�m:��=� s�s�amr..�ssR��,r.,�^mis��....-�.��alC�'� '-'R�tai�a::C�`-�..�e�tl�im=� I HOLE � 5 LAB NO.: 56656 ( LOCATION: SEMINARY DR. S/4 300' AT�ST OF MER�DA � __-�-------------�-----�------_.._------�-----___-------___------------------) 5.00"' I-iNIAC � 9.OQ"' BROWNISH GRAY CLAY {STABTLI2ED MATERIAL) TO BEDROCK � . .. �a=oadaare��e:��awn�--a��s�s.=eees�aa=w.+re��aa��a�:a�emsnaf�r��L1P3�l�ltarsfczemms��c�s�r�� . NOI.E � 6 LAB NO.: 58657 � LOC.R��ON: SEMINARY DR. Si4 235' WEST 4F MERIDA � ---------------------------_.._---___------..__----_____------------�_..------�— ( 6 . QO"' fiMAC � I0.00" BROWNISH GRAY GLAY (STABILI2ED MATERIALj TO BEDROCK � ' 4_ 00� GR.AY CI,AY � --------------------------------------------------»---------------------_—___ � ` ATTERBURG LIMITS: LL: 50.3 PL: 26.2 PZ: 24.� SHRKG: I2.0$ f . MUNSEL COLOR CHART: 7/1 GRA.Y CLAY } a��r.z��aosc�aaaae��:aaa:m=s��sm�tuarala�mx=�m��cx=wa='sasc�sa��n��as��c.: � a��a ` � �e � � :,.. � � 1 1 � APPROVAL: R JERI DATE TESTED: 10-13-99 DATE REPORTED: 10-19-99 TESTED BY: SOIL LAB RQUTING JOS�PH GAGLIARDi AHE CA,LDERON RAKESH CNAUBEY FILE , ��1��1�� G?[�C�G�D � 0� ��rG�C�� a ��;.,��o ��o City of Fort Worth, Texas �I�A�ar A1td C,aunc�il C,an�n�un�icat�an DATE REFERENCE NUMBER LOG NAME PAGE 2/22/00 **C-17869 30UNIV 2 of 2 SUBJECT AWARD OF CONTRACT TO M. E. BURNS CONSTRUCTION, INC. FOR MAINS 64, 64R, 180, 180R AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UNIT 1 : �� - M. E. Burns �onstruction, Inc. Cleburne Utility Construction, Inc. Conatser Construction, Inc. Jackson Construction, Inc. Rhino Construction, Inc. B&H Utilities, Inc. Davila Construction, Inc. Burleson Utilities, Inc. AMOUNT $226.719.00 245,169.00 255,115.00 257,167.00 257,416.00 260,295.00 270,809.54 319,777.25 TIME OF COMPLETfON 100 Calendar Days In addition to the contract cost, $12,000.00 is required for inspection and survey and $16,'000.00 is provided for project contingencies. M. E. Burns Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 18% M/WBE participation. The City's goal on this project is 18%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Fund - Sewer. I►�d�7 Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker FUND I ACCOUNT � CENTER I AMOUNT (to} 6140 � 6157 � (from) I PE42 � 6157 I I 541200 070420417800 $226,719.00 � � � � CITY SECRETARY AP�PROYFA,... C1TY COUNC(L F�B 22 2000 �� Cft� Secrefar� of th� Cit� ot Fort Worth, Ti�ns City of Fort Worth, Texas �I�A�or Attd Caunc�l Ca�n�nun�cAt�on DATE REFERENCE NUMBER LOG NAME PAGE 2/22/00 **C-17869 J 30UNIV 1 of 2 SUBJECT AWARD OF CONTRACT TO M. E. BURNS CONSTRUCTION, INC. FOR MAINS 64, 64R, 180, 180R AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UNIT 1 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with M. E. Burns Construction, Inc. in the amount of $226,719.00 for Mains 64, 64R, 180, 180R and 445 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 3, Contract 2) Part 5, Unit 1. 176��i1��L�7� On February 10, 1998 (M&C C-16586), the City Council authorized the City Manager to execute an engineering agreemer�t with Dunaway Associates, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Mains 64, 64R, 180, 180R and 445 drainage areas. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists of the replacement of the following sanitary sewer laterals: • L-1281 Located in the alley between University Drive and Cockrell Street (from Devitt Street to Berry Street); and • L-1282 Located in the alley between Rogers Avenue and University Drive (from Benbrook to Devitt Street); and • L-1278 Located in the alley between Wabash Avenue and Rogers Avenue (from a point located 150 feet west and 200 feet north of the Benbrook Boulevard/Rogers Avenue intersection, northerly 800 feet; and • L-1280 Located in the alley between Odessa Avenue and Wabash Avenue (from a point located 450 feet west and 300 feet north of the Benbrook Boulevard/Rogers Avenue intersection, northerly 950 feet). The proposed improvements consist of the replacement of approximately 3,000 linear feet of 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 9, Mapsco 76W. The project was advertised for bid on October 28 and November 4, 1999. On December 2, 1999, the following bids were received: d �. s � City of Fort Worth, Texas Mayor ancl Council Commun i c a t'i orY. DATE REFERENCE NUMBER LOG NAME PAGE 2�22�Q0 **C-17869 I 30UNIV , , 1 of 2 SUBJECT AWARD OF CONTRACT TO M. E. BURNS CONSTRUCTION, INC. FOR MAINS 64, 64R, 180, 180R AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UNIT 1 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with M. E. Burns Construction, Inc, in the amount of $226,719.00 for Mains 64, 64R, 180, 180R and 445 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 3, Contract 2) Part 5, Unit 1. DISCUSSION: On February 10, 1998 (M&C C-165$6), the City Council authorized the City Manager to execute an engineering agreement with Dunaway Associates, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Mains 64, 64R, 180, 180R and 445 drainage areas. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overtlows from the City's wastewater collection system. , The project consists of the replacement of the following sanitary sewer laterals: � L-1281 • L-1282 Located in the alley between University Drive and Cockrell Street (from Devitt Street to Berry Street); and Located in the alley between Rogers Avenue and University Drive (from Benbrook to Devitt Street); and � L-1278 Located in the alley between Wabash Avenue and Rogers Avenue (from a point located 150 feet west and 200 feet north of the Benbrook Boulevard/Rogers Avenue intersection, northerly 800 feet; and � L-1280 Located in the alley befinreen Odessa Avenue and Wabash Avenue (from a point located 450 feet west and 300 feet north of the Benbrook Bou(evard/Rogers Avenue intersection, northerly 950 feet). The proposed improvements consist of the replacement of approximately 3,000 linear feet of 8-inch sewer pipe. � The project is located in COUNCIL DISTRICT 9, Mapsco 76W. The project was advertised for bid on October 28 and Novernber 4, 1999. On December 2, 1999, the following bids were received: 1' _, .- City of Fo�t T�oYth, Texas Mayo r a�.d Counc i 1, Commun�ication DATE REFERENCE NUMBER LOG NAME PAGE � 2/22/00 **C-i 7869 I ' 30UNIV � 2 of 2� SUBJECT AWARD OF CONTRACT TO M. E. BURNS CONSTR�ICTION, INC. FOR MAWS 64, 64R, ' 180, 1$OR AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABIL(TATION + AND IMPROVEMENTS (GROUP 3, CONTRACT 2Z PART 5, UNIT 1 � : �� - M. E. Burns Construction. Inc. Cleburne Utility Construction, Inc. Conatser Construction, Inc. Jackson Construction, Inc. Rhino Construction, Inc. B&H Utilities, Inc. Davila Construction, Inc. Burleson Utilities, Inc. In addition to the contract cost, $12,000.00 is required for inspection and survey and $16,000.00 is provided for project contingencies. M. E. Burns Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 18% M/WBE participation. The City's goal on this project is 18%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of ° the State Revolving Fund - Sewer. AMOUNT $226, 719.00 245,169.00 255,115.00 257,167.00 257,416.00 260,295.00 270, 809.54 319, 777.25 TiME OF COMPLETION 9 00 Calendar Days MG:k Submitted for City Manager's Office by: Mike Groomer 6140 Originating Department Head: � FUND � (t�) I � � � I ACCOUNT � CENTER � AMOUNT CITY SECRETARY ; I f � � T � � � � r Y City of Fort Wo�th, Texas Mayor and Council . Cozrimunication DATE REFERENCE NUMBER LOG NAME PAGE 2/22/00 *�C-17869 I 30UNIV 3 of 2 SUBJECT AWARD OF CONTRACT TO M. E. BURNS CONSTRUCTION, INC. FOR MAINS 64, 64R, 180, 180R AND 445 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 3, CONTRACT 2) PART 5, UNIT 1 � _ A. Douglas Rademaker 6157 �(from) � APPROVED 2/22/00 I PE42 541200 070420417800 $226,719.00 Additional Information Contact: � • � • A. Douglas Rademaker G157 � �