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Home My WebLink About025524 - Construction-Related - Contract - Texas-Sterling Construction, Inc.[� � l, �, j ,� �. ��. �. L. �, � , , � r° � �� Y l� � ♦ � �� O �� 6� ��' �� b � ,Q� _ . 1� 7a ��, �� ,ti f'� _ � , . CITY SECRETARY CONTRACT NO . �� CONTRACT DOCUMENTS AND SPECIFICATIONS �' r /.' t _Sj��L G ,,.- � FOR �u'`�r' �';: ��'�.�� `� 1999 � %'�. ;� �"! r ,.�. � _„_ SANITARY SEWER SYS'�b��#,� ��;'�;�;:;;'� � ��s; �'i�I`(C`7 �. REHABILII'ATION AND ��'3��1��eid.'.`!�': �.'�� IMPROVEMENTS (GROUP 7, CONTRACT 3), P�4�'�;��;' ��;��!�� P�OJ�CT NO. PS46-070460410310 IJNIT 1— D.O.E. PROJECT N0.1719 I1NIT 2— D.O.E. PROJECT NO. 2641. CITY OF FORT WORTH, TEXA5 KENNETH EARR ' BOB TERRELL MAYOR CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.�. DIRECT'OR OF TRAIvTSPORTATION AND YUBLIC WOnKS A. DOUGLAS RADEMAI�ER, P.E, DIl2ECTOR, DEPARTMENT OF ENGINEERII�T� PREPARED B Y � _ ASSOCIi�TES,_=INC. FORT WORTH, TEXAS September, 1999 ��aao�v�o - ��0�8�� 6��V e�� C B� ��'� G�C�'�� f�o � !��1��Q ��' �o 0 ii � . , e s .. _ .s City of Fort WoYth, Texas Communication DATE REFERENCE NUMBER LOG NAME PAGE 12/7/99 **C-17769 I 30LUX I 1 of 3 SUBJECT AWARD OF CONTRACT TO TEXAS-STERLING CONSTRUCTION, INC. FOR MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Texas- Sterling Construction, Inc. in the amount of $785,391.80 for Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3) Part 1, Units 1 and 2. DISCUSSION: On August 12, 1997 (M&C C-16217), the City Council authorized the City Manager to execute an engineering agreement with Wade & Associates, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main 21 drainage area. 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 Unit 1 and Unit 2. The Unit 1 project consists of the replacement of the following sanitary sewer laterals: L-323 L-817 L-827 Mayor and Council Located in the alley between Allen Avenue and Elmwood Avenue (from Mississippi Avenue to Yuma Avenue); Located in the alley between Riverside Drive and Ash Crescent Street (from Vickery Boulevard to Rosedale Street); Located on McCurdy Street (from Vickery Boulevard to Hattie Street); and L-3217 Located in the alley between Davis Avenue and Harvey Avenue (from Riverside Drive to McCurdy Street). - This project was advertised for bid September 9 and 16, 1999. On October 7, 1999, the following bids were received: BIDDER Texas-Sterlina Construction, Inc. Stocker Enterprises, Inc. 6&H Utilities, Inc. Conatser Construction, Inc. Jackson Construction, Inc. Long Construction & Engineering, Inc. Circle "C" Construction, Inc. AMOUNT $488,173.20 568,049.00 603,681.00 605,040.50 643,193.60 666,690.00 704,876.00 TIME OF COMPLETION 120 Catendar Days �, City of Fort T�orth, Texas 0 Ma�or ancl Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 12/7199 **C_� 7769 I 30LUX I 2 of 3� SUBJECT AWARD OF CONTRACT TO TEXAS-STERLING CONSTRUCTION, INC. FOR MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND 2 , Kebo Services, Inc. 689,763.00 The Unit 2 project consists of the repiacement of the following sanitary sewer laterals: L-773 Located in the alley between Jefferson Avenue and Baltimore Avenue (from Beveriy Avenue to Riverside Drive); L-778 Located in the alley between Cannon Avenue and Leuda Street (from Luxton Street to Exeter Street); and L-790 Located in the alley between Bessie Street and Tucker Street (from Loney Street to Exeter Street). This project was advertised for bid September 9 and 16, 1999. On October 7, 1999, the following bids were received: BIDDER Texas-Sterlina Construction. Inc. B&H Utilities, Inc. Stocker Enterprises, Inc. Whizcon Utilities, Inc. Circle "C" Construction, Inc. Cleburne Utilities, Inc. Burleson Utilities, Inc. Conatser Construction, Inc. J&R Fish Construction, lnc. Long Construction & Engineering, Inc. Kebo Services, lnc. Jackson Construction, Inc. AMOUNT $297.218.60 320,138.00 320,637.00 337,139.00 338,586.00 340,158.00 358, 241.15 363, 9 45.00 385,842.00 386,603.00 421,64�.00 424,180.50 TIME OF COMPLETION 1 QO Calendar Days The proposed improvements consist of the replacement of a total of 7,600 linear feet of primarily 8-inch sewer pipe. Both projects are located in COUNCIL DISTRICT 8, Mapsco 77G, H, L, Q and R(Unit 1) and 77G and Q (Unit 2). Since Texas-Sterling Construction, Inc. is the low bidder on both units, construction of a(I units will begin simultaneousfy, and the contractor shall be allowed a tota( of 120 ca(endar days to complete construction of both units as stipulafed in the project coniract documents. OCt-01-99 11:24A wade �� Hssoc�a��s, t°nc. �li �� licy r_�c � a. - � , L� � �� a�� . i C TO TME PLAi��, �F'ECIFIG.° i�Q�?� �iV�Q CC)NTRACT DOCi1MEN'FS GI i Y OF ��, �'�"�R! F9 �'R4JECi � MAIN �� F�F�+tiVAGE AREA SANITARY SEWER SYSTEfv� �r��gILiTATION AND IMPROV�MENTS {GROUP 7, CON`I r�,��C i 3j, PART 1, UNITS 1& 2 � PR�JEGT h�lC'. P546-Q70460410310 UNI i 1- D.C'.:=. l�R4JECT NO. 1719 Ui�IT 2- D.C� +�. PP.4JECT PJO. 2641 C L! u L! �■1 I�I �I � L L�J L�J Prospective bidders are hereby notified c( th� �ol�owing changes to the Project Construcfion Documents: 1. Part D— SPECIAL CO�JDfTIONS - The �roject information is as follows: �Aain 21� �rainage �rea ��r,itary S�u�er a��t�m �ehabilitation and Improvements (Group 7, Gontract �), �w�t �, Units " � ? Sewer Project No. PS�6-o7aasaa��"�r� DOE Project No. 1799 c� 264'� 2. Part D— SPECIAL CO�DITIONS — f".:�:=a i�-�, Ei�s been arrzended to include the�correct Project Designation: Project No. P�F:"- � a�� a�� 0310_ 3. Detailed Notice to Biciciers — R�pla��. °Ir� a�cor� with City of Fort Worth Ordinance No. 11923, the City o'f Fort Worth has ga�i� for �he participation of Disadvantaged Enterprise in City contracts. "�vith "In accordanr^ �•.��€r3 City of �ort Worth Ordinance, No. 13479, as amended by Ordinan�� i'do. 13781, `;� ;�i�y o� �or4 Worth has goals for the pae��ipation of Di��dv�ntaged Er�L�� ri�� ir Cify contracts. " 4. Special Instructions to Bidders (Wate � Ce��rtment) — The first paragraph of item 11 should read as follows: hfi1NOR�TY AND i�0i�7�1� ��1�iAlE�S ��s i�.F�r E�i��: In accordance with City of Fort Worth Ordinance, No. 13471, as a� n�nded by Orc; ra�nce t�o. 13781, the City of Fort Worth has goals for the participation of minority business ��i�r�rises and women business enterprises in City contracts A copy of the Ordinance can F�= abiained firom the Office of the City Secretary. The bidder shall submit the M/WBE UTILiZA7iC�J FORM, PRIME CONTRACTOR WAIVER F�RM, andlor the GOOD FAITH EFFORT FORi��, �"Documentation") as appropriate. The documentation must b� r�cei�ed no IatEr t,�ar� �:00 f�M, five (5} City business days after the bid opening date. The bidder shall obtain a��ir�t from fhe appropriate employee of the managing department to whom deliv�ry was made. •:� _ich r�c�ipt shall be evidence that the documentation was receiv�d by the Gity. =:�lure to comply shall render the bid non-responsive. � This addendum forms a part of the Contrr :� �?�cuments and modifies the original Notice to Bidders. A signed copy of this �d�endur �:. iGii be aitached to the proposal at the time of bid submittal. Bidders shall a;sa �ckno�l�lec:�. .��.:�„�ip; of the Addendum in the space provided in u Addendum No. 1 09/30i99 � Oct-O=-c!g �- -� '-,^� '-"1�_ci`=: =- - _ ," -- 817 335 1729 � "' ' f i� the Bid Form. Failure to acknowledg� �=.�, i��; og th� P,ddendum may subject bidder to F � disqualification. [� ,� SCHEDULED BiD D� i�: October 7, i:�_:�_ �� DATE ADDENDUNf I�SU��, Septemb:: :;:��, 1�99 � 0 u � e 0 � ' � e 0 0 �� LJ REGElAT ACKfV�`IYL��=� ='-,�: gy: �' ,;,`_ i� ��.�E� � � J-� �; �,v,�-��_ f�EPARTiIAENT OF ENGiNEERING , � '�'�' 7 S �� Rick Trice, P. E. Manager, Consuitant Serrices Addendum No. l 09; 30� 99 P.03 -a 0 � � � �' � .� a � � � � � � � � a 0 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 1999 MAIN 21 DRAINAGE AREA SAIVITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3), PART 1 PROJECT NO. PS46-070460410310 LTNIT 1- D.O.E. PROJECT NO. 1719 LTNIT 2- D.O.E. PROJECT NO. 2641 CITY OF FORT WORTH, TEXAS KENNETH BARR MAYOR BOB TERRELL CITY MANAGER LEE C. BRADLEY, 7R., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. . DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E, - DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED BY _&= AS S O�lAAIE��l�1C= -=_-.=� �� FORT WORTH, TEXAS September, 1999 ' ' � � � a � a � � � � ' � 1 ' ' � � I' •_ � : �.• � '�7�1[� PART D PART E PART F PART G PART H TABLE OF CONTENTS Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders City of Fort Worth Minority/Women Business Enterprise Specifications Proposal General Conditions Supplementary Conditions Special Conditions Additional Special Conditions State Revolving Fund (SRF) Requirements Specifications Easements Pernuts Certificate of Insurance Contractor Compliance with Worker's Compensation Law Bonds a. Payment Bond b. Performance Bond c. Maintenance Bond Contract Plans (Details) Figures � r � � � � � � � � � � � 0 PART A- NOTICE TO BIDDERS DETAILED NOTICE TO BIDDERS SPECIAL IN5TRUCTIONS TO BIDDERS 0 0 � � � � a 0 s-, I�1 LJ �J u � � NOTICE TO BIDDERS Sealed Proposals for the following: Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3), Part 1 Project No. PS46-070460410310 UNIT 1- D.O.E. Project No. 1719 UNIT 2- D.O.E. Project No. 2641 Including: UNIT 1: The construction of 3,756 L.F. 8-Inch PVC Sanitary Sewer, 404 L.F. 8-Inch Sanitary Sewer By Other Than Open Cut, 60 L.F. 8" Sanitary Sewer by Short Bore, 376 L.F. 18-Inch PVC Sanitary Sewer, 18 Manholes, and 132 Service Reconnects. � UNIT 2: The construction of 2,617 L.F. 8-Inch PVC Sanitary Sewer, 20 L.F. 8-Inch CL 51 DI Sanitary Sewer, 84 L.F. 8-Inch Sanitary Sewer By Other Than Open Cut, 305 L.F. 8" Sanitary Sewer by Short Bore, 10 Manholes, and 99 Service Reconnects. � � L■J ��J � � L�J �� 'I�� 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., October 7; 1999, and then publicly opened and read aloud at 2:00 p.m. Drawings, 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. A forty dollar ($40.00) refundable deposit is required for the first set of documents and additional sets may be purchased for a non-refundable basis for forty dollars ($40.00). These documents contain additional information for prospective bidders. A pre-bid conference will not be held. For additional information, contact Chris E. Brooks, P.E., at the offices of Wade & Associates, Inc., (817) 335-2879 or John Boyer, D.O.E. Project Manager at the City of Fort Worth, (817) 332-5474. Advertising Dates: September 9, 1999 - September 16, 1999 Fort Worth, Texas � L�1� �+ ��J ,I�� '� '!I � DETAILED NOTICE TO BIDDERS Sealed proposals for the following: Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3), Part 1 Project No. PS46-070460410310 UNIT 1— D.O.E. Project No. 1719 UNIT 2- D.O.E. Project No. 2641 Including: UNIT 1: The construction of 3,756 L.F. 8-Inch PVC Sanitary Sewer, 404 L.F. 8-Inch Sanitary Sewer By Other Than Open Cut, 60 L.F. 8" Sanitary Sewer by Short Bore, 376 L.F. 18-Inch PVC Sanitary Sewer, 18 Manholes, and 132 Service Reconnects. LsJ C� C� CII `�I �,'� UI�1IT 2: The construction of 2,617 L.F. 8-Inch PVC Sanitary Sewer, 20 L.F. 8-Inch CL 51 DI Sanitary Sewer, 84 L.F. 8-Inch Sanitary Sewer By Other Than Open Cut, 305 L.F. 8" Sanitary Sewer by Short Bore, 10 Manholes, � and 99 Service Reconnects. Included in the above will be all other items of construction as outlined in the Drawings and Specifications. Addressed to Mr. Bob Terrell, Ciry Manager.of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., October 7, 1999, and then publicly opened and read aloud at 2:00 p.m. Drawings, 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. A forty dollar ($40.00) refundable deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for forty dollars ($40.00). These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159 of "Vernon's Annotated Civil a 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. � L! II CI'�� L�J C' Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. A pre-bid conference will not be held. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. Bidders shall not separate, detach, or remove any portion, segment, or sheets from the contract document at any time. Bidders must corr�plete the proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of the contract, if made, will be within ninety (90) days after the openins of bids, but in no case will the a�vard be made until all necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. C� a� �: o .� a .� � a_ � a �_ In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for. the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH - EFFORT FORM ("Documentation") as appropriate. The documentation must be received by the contracting department no later than 5:00 PM, five (5) business days after bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. U � a � O � SUBMISSION OF BIDS: This document is designed as two (2) separate contract documents and shall not be construed as beina a sinQle contract. The proposal sections are provided as two (2) individual proposals with two (2) individual M/WBE specifications and are arranged in units to allow prospective bidders to submit bids on one unit, any or all units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two or more units, then a set of contract documents consisting of all applicable units will be created and one sin�le awazd of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Construction time on all will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction time period for all the units shall be the same as the unit with the longest construction time period within such contracts. _ Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. 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. For additional information contact Mr. Chris Brooks, Wade & Associates, Inc., at (817) 335- 2879, or Mr. John Boyer, DOE Project Manajer, at (817) 332-5474. � Bob Terrell ' City Manager Advertisement Dates: - September 9, 1999 September 16, 1999 : �- i �- l� L Fort Worth, Texas Gloria Pearson City Secretary Department of Engineering A. Douglas Rademaker, P.E., Director By: �� t1 �L' �i �.% Rick Trice, P.E., Manager Consultant Services Division � � � ��l J L■ I � 8. � I! J L� L�J f�l I�I L■ 1 C I� I�I L�J L�J � L�J 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 is 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. 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 or 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 requirement. Contractor wanants it will fully comply with the policy and will defend, indemnify, and hold City harmless against any claims or allegations asserted by third pazties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. . 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terrns and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor wanants it will fully comply with ADA's provisions and any other applicable federal, state, and local laws concernin� disability and will defend, indemnify and .hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement, 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with City of Fort VJorth Ordinance No. 11923, the City of Fort Worth has goals for [he participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE iTTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM, ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor ao ees 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 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 I�I 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. L1 CI l� � r� � � � � 0 � 0 � � �J ,� �' � � �II ! �J � � �� • � i O MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS � PROPOSAL Q I�I 0 111 0 �I �J �� r� � �, Cit�yofi Fort Worth Minority and Women 6usiness Enterprise Specifications MBE/WBE UTILIZATION � Esc fi 5-�; ErL�,:./L� Lo,�,� ,-2v�,—.o,v, <.�JL . Vli ";OMPANY NAME in 1 Drainaqe Area Sanitary Sewer Svstem iaailitation and Improvements — Unit 1 )JECT NAME 'P �U�VBE PROJEC"T GOt1L: 1G% Certified lu '� to complete this form, in its entirety with supporting documentation, and received by the Managing Department o�efore 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid ng considered non-responsive to bid specifications. : � idersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this iedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing �rP�resentation of facts is grounds for consideration of disqualification and will result in the bid being considered �- sponsive to specifications. ;c�mpany Name, Contact Name, � �ress, and Telephone No. i , �ti-�Z � l /LVGrG i�1JG`7 ._,_.. _ !�,,g .�oyra,.� _. _... �� s, %� 7�a.os z° ,�. �o��.,�ro2�_ - 2� y -5yd - 7g3 9 �v�x.RS�_s� Cd,�sr. _ . , 3ox_.3,�l0 _, _ a�a p� SG., .. x 7G D �,� ... � ��,� ��. ,� _. 9yo-y33-�o07 �A' �.Qt�✓ .��5�,—.!t✓G! i o,!J.n.n�W. '+�t � �GG/ �� / 7(, . __ �2o�.va+u�t�o A� x 7�0��/ l% '.J��Gt ..J.✓dt.cJ ...�__. �.. � -G�G -°/��!� � U ~ � � O� ❑ x z �x ✓ Specify All Contracting Scope of Work (*) ��Au l o�� ExcG 55 ,�.-�A ; �,;4-�s October 7, 1999 BID DATE PS46-070460410310 PROJECT NUMBER I �I/�VBE PERCENTAGE ACFIIEVED: Specify All Items to be Supplied(*) ar, •V : � i a� cn F- J ATTACHMENT 1A Page 1 of 2 Dollar Amount oZ� 305. '= � � �o ASPrIalr �A� � � c� �l� � g � .5t�E►-c. S�-z✓�'�c �., r"n� C S f�1N,l� / /v{,g7vt-lo �G S � 3�, 305 7� h1 'BEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid. Specify all areas in which MWBE's are to be utilized and/or items to be supplied: ` A mplete listing of items to be supplied is required in order to receive credit totivard 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 subcontrac2or is considered 1 S` tier, a payment by a subcontractor to _ its supplier 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 Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department � ; ATTACHMENT 1A Page 2 of 2 Cit�y of Fort Worth � Minority and Women 6usiness En#erprise Specifications ► MBE/WBE UTILIZATION Cc ipany Name, Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount badress, and Telephone No. l. Scope of Work (*) Supplied(') �; a ; U 0 0 '� i O Z H = Ul F- i �. ,� _ _ .. . , . . _ ...� _ . . _. w..... .�a.�_ �_� .a d � �� .�w � . � � a dder further agrees to provide, directly to the City upon request, complete and accurate information regarding ua� work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. : bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that I: bstantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or pl�.�ee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the itract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, te >r Local laws concerning false statements. Any failure to comply with this ordinance and creates a material ac, of ntract may result in a determination of an irresponsible offeror and barred from participating in City work a per'od of ti e n es than one (1) year. AL B and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD }� J/.�� hqr ied Si nature 9 Printed Signat�Sre ✓ F �2�,' �� ; , e � !� � - s,—E�2/.;�C� �o,.i,�,-2✓�; .� , l,�c . n� .ny Name ' ��l K.��nC-rJ�.1/Q�. ��i42A `JIJr TC .2�. ) ir ';s ' �7�(; � �� , �/State2ip Code Contact Name nd Title (if different) 8i� �,�� 303 / Telephone Number (s) C��T ", ��,� � Fax IV mber ��- � � - 9 g Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) ClTY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/?J98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department � L�J � ,'il UNIT 1— BID — Sanitary Sewer Rehabilitation Part B PROPOSAL THIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCUMENTS. � TO: L�J Mr. Bob Terrell City Manager Fort Worth, Texas 1999 � Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3), Part 1 � Project No. PS46-070460410310 UNIT 1- D.O.E. Project No. 1719 I� �� u � L�� Pursuant to the foregoing "Notice to Bidders," the undersigned bidder has thoroughly examined the Contract Documents, including Plans, special Contract Documents, the General Contract Documents, and General Specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and hereby proposes to do all the work, furnish all labor, equipment and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Engineering Department Director of the City of Fort Worth, Texas. The contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: PART 1— UNIT 1 (1) � UNIT 1- BID - Sanitary Sewer Rehabilitation TOTAL PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE AMOUNT ITEM QUANTITY WRITTEN IN WORDS BID (Furnish and install complete in place, includinQ all appurtenant work, the following items.) 1 3,756 L.F. * 8-Inch PVC Sanitary Sewer Pipe, A Depths � � � /'02�y �� „��X Dollars / ,T� 172� 77�. — ��'�"7`V— � S �tJo Cents $ $ f�e--�9$:-- / � � 2 404 L.F. 8-Inch CL 51 DIP Sanitary Sewer By Other Than C' Open Cut _5 �'xT�/ Dollars i 3 4 F .1 376 20 6 1,235 N D Cents L.F. 8-Inch Sanitary Sewer By Short Bore ��x T v Dollars / N O Cents L.F. X 18-Inch PVC Sanitary Sewer Pipe, All Depths /�-� i ry T � Dollars IV O Cents L.F. Concrete Encasement �1- � �7` ✓ Dollars � � 0 Cents L.F. '� 4-Inch PVC Sanitary Sewer Service Pipe �� / 7��D Dollars ti C� Cents $ �D. - � oZ� z�o - � lo D. - � 3, � oo. - $ �ID. - $ 33, 8�s'� - � S�. $ /, DDO. — � 3�. � �.3�/,520. * Contractor must complete City Approved Product a��d nlethod Form on Page PART 1- UNIT 1(S) PART 1 - iJNIT 1 (2) � � � �p �_� D � � L � a � � �i � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE AMOUNT ITEM QUANTITY WRITTEN IN WORDS BID (Fui�nish and install complete in place, includin� all appurtenant work, the following items.) 7 200 L.F. 4-Inch DI Sanitary Sewer Service Pipe �O 2 i �/ Dollars J � > O Cents $ `�a. � $ �oao. - 8 20 L.F. *6-Inch PVC Sanitary Sewer Service Pipe �' 2 i � �✓ L Dollars / �Vv Cents $ . 3� . $ 7�0• � 9 131 EA. 4-Inch Sewer Service Connections 1�0�2 flv.�/D2G� �,'� �/ Dollars � �V c� Cents $ �D. � $ 5� �'SD. 10 1 EA. 6-Inch Sewer Service Connections I� i �" un��►2G� f I-��T' y/ Dollars � �f� Cents $ ,� � D• $ S.� D. 11 125 L.F. Re-route 4" Private Sanitary Sewer Service, including Cleanouts / � 2 i y/ Dollars / /�JD Cents $ ,�D. � $ 3 7S1� � 12 16 EA. Construct Standard 4-Foot Diameter Manhole, 6' Depth i 2T ��✓t j/ Dollars I�v Cents $ �..�0� l $.��o�� _ * Contractor must complete City Appro��ed Product and 1�Iethod Form on Page PART 1- UNIT 1(8) PART 1 - IJNIT 1 (3) TOTAL PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE AMOUNT ITEM QUANTITY WRITTEN IN WORDS BID (Furnish and install complete in place, including all appurtenant work, the following items.) 13 37 V.F. Extra Depth 4-Foot Diameter Manhole N / ��✓� Dollars l� ><) Cents $ �o�.`�. $ 7, lv•�. , 14 2 EA. Construct 4-Foot Diameter Drop Manhole, 6' Depth {-o �,2__ /� r�a sA�� Dollars tic� Cents $ 7 ODO. �$ f� ODO. - , . 15 10 V.F. Extra De pth 4-Foot Diameter Dro p Manhole f%1�= f��,cl1�2C� �I'��-/ Dollars / h�C� Cents $ /� D. $ / � UD. � � 16 V.F. Protective Coating for Std. 4-Ft Dia. Manhole ��0 /a�n� D 2 c:. �� Dollars /�D Cents 17 17 EA. Install Waterti�ht Manhole Insert /�iiCT� Dollars /�.� a Cents $ .20D. — $ .32DD. _ $ �D� - � �/v. - 18 3 EA. Install Stainless Steel Lockable Manhole Insert (iNF, �(J�v�iLG � Dollars /�-� (� Cents $ / Ul�. � $ ,�D4. PART 1 - LJ1��IT 1 (4) PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL ITEM QUANTITY WRITTEN IN WORDS UNIT PRICE AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the followin� items.) 19 18 EA. Install Concrete Collar � f-� �T Dollars � N 0 Cents $ �l�• ^ $ � /DD. � 20 18 EA. Manhole Vacuum Testing �. � C��T �/ Dollars / L a 1 � a � 4 Cents $ 8D. - $ /. �y0. - 21 22 23 24 13 2 � 4,132 EA. Remove Existing Manholes ,� 2t � /�y� 1�.2G` %� Dollars �D Cents EA. Abandon Existin� Manholes �' ✓� ilrJ,�1�2c� Dollars �D Cents EA. Plu� and Abandon Sanitary Sewer Pipe ,�. �c T j Dollars /Jv Cents L.F. Trench Safety System, Greater than 5-Foot Depth /�O Dollars � � Cents � �D. - �v $ yi3. - PART 1 - UNIT 1 (�) $ , 3G�. - � �3. �oo. - � ...5"vv. � � � ov�. ^ � 5��. � $ . �v � PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL � UNIT PRICE AMOUNT : j ITEM QUANTITY WRITTEN IN WORDS BID �� (Furnish and install complete in place, including all appurtenant work, the following items.) �`� 25 2 TON Ductile Iron and Cast Iron Fittings O�n � �_5lf�� c.J� Dollars r"► iv v Cents $�. DDD. "$�I. ODD. ^ , , 26 613 L.F. Pavement Repair Per Figure 4 � � i 2 i y OtiJG Dollars / � �V D Cents $ .s�/. $ /�'l_ 003 . — � 27 76 L.F. Sidewalk and Driveway Replacement %�,JEn�Ty �� Dollars � / �V � Cents $ ��. $ /. � �7� , — , �� 28 100 L.F. Curb and Gutter Replacement � �,— /r,JE^ � � y ��2c c- Dollars � /✓o Cents $ � 3 . � 02, 300. _ � 29 75 L.F. Gravel Driveway Replacement �i 1`'. � i c C� Dollars D __ �_ tic� Cents $ /.5 . $ % /02-.5 . l.� 30 2,59� L.F. Hydro-Mulch Seeding D � C- Doll ars � �V O Cents $ �. $ � .S%S ^ / � , � , PART 1 - UNIT 1 (6) � r� �.:� � f �. � � � �� a �r � � � � � � 1 ' ' e ti PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL ITEM QUANTITY WRITTEN IN WORDS UNIT PRICE AMOUNT BID (Furnish and install complete in place, includin� all appurtenant work, the following items.) 31 2,227 L.F. Pre-Construction Cleaning & Television Inspection /� o c� �2. Dollars N O � y - $8,9v8.� 32 4,596 L.F. Post-Construction Television Inspection �O Dollars ,cJv 33 1 EA. Exploratory Exploration (D-Hole) �v o �S,q,� J� avv 34 $�.� $9,/�,2,- � 02, Doo. - $ �� ODD. - ND Cents $ /, OdD. � $ /OOD. — y88 / 73. 2O �o SANITARY SEWER REHAB. - UNIT 1 TOTAL: $ � . � [Transfer Part 1- UNIT 1 TOTAL AMOUNT BID to Part 1 Summary of Bids Sheet] Cents Cents Dollars Cents 1 EA. 4' X 4' Storm Junction Box O,�JE �n o v,� �i✓ � Dollars PART 1 - U�tIT 1 (7) a 0 � � � � a U a O O � � � O � � � � CITY APPROVED PRODUCT AND APPROVED METHOD FOR � * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC NO E1-31 !/ E1-25 E1-27 �/ E1-28 E 100-2 SIZE 4" thru 30" 4" thru 15" ��'yl 4" thru 15" 18" thru 27" T'� 18" thru 48" Consult the "City of Fort Worth Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. PART 1- UNIT 1 (8) � U Within ten (10) days after noti�cation by City, the undersigned will execute the formal contract a and will 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 ��J �/�� is to become the property of the City of Fort Worth, aTexas, 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. � �■1 '�J ��J The undersigned bidder certifies that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January l, 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 ten (10) calendar days after issue of the work � order, and to complete the contract within one hundred twenty (120) calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. � (Complete A or B below, as applicable:) � � � L■J l�l : 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. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged i the following addenda: � Addendum No. 1 �/ C� L■J � � �J Addendum No. 2 Addendum No. 3 PART 1— UNIT 1 (9) � L� ' l� (SEAL) If Bidder is Corporation Date: /O - G ' % I� r � � � � � � i � Respectfully submitted, � - ' � �✓ ' l�Gl O ��JC _ By A� ; ++o�,, c� �,,,�� VLC� �2f.�sl1��T Title �,Z(,OI �i J(�I�-�A7L �1A2�4 .sv�'i� 243 � . � �'yc . 7G /�� Address PART 1 — UNIT 1 (10) � l: � ATTACHMENT 1A Page 1 of 2 City of Fort Worth Minority and Women 6usiness Enterprise Specifications � MBE/WBE UTILIZATION 1E�cR5 ��; �2�:�C� �o,v�; 2vc io� l.�J� • October 7, 1999 IMF COMPANY NAME BID DATE �i 21 Drainaae Area Sanitary Sewer Svstem PS46-070460410310 �I-...bilitation and Imqrovements — Unit 2 PRo�ec7' NunnseR OJECT NAME [T S M/WBE PROJECT GOAL: ld�7o Specify All Contracting Scope of Work (*) �il��re to complete this form, in its entirety with supporting documentation, and received by the Managing Department i� before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid �ing considered non-responsive to bid specifications. �e �ndersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this hedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing srepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered �n esponsive to specifications. Company Name, Contact Name, Certified �dress, and Telephone No. � U ~ � � 00 O X � Z ~ _ _ ' / . C. �- 2 .. �2�c�c., �C� _ . 2,7/.$ .�o�� _ -� !�-t1Rs� T ,7�5�.0.� _.� . . � . �. � . �.o�,�,,,ro�-. _ _ _. z �/ - SyG - 7f3� 9 ��L 1L�f%.Sf1Gc/ �ON� i . � . �Q?�.. .3',��0. ?�ADisc,. ix.7Go?„� ._. � )NJ N 1.�..,,,��.�� .. ..... ..:. - � w<,�,.. ✓ -�� fD - y33 - 300 7 ,/��r�.�. .Co•�/�� _. .: ... �_,_ � . �' 3 ��Gl_v�r�/i.7L ^ f _. +�.CttA1n�L+>O,O_�.�,,.ISC . �� !J� � _ �'�d A� i c � .. ��CZ_s.✓ _ ..� -�� `. 'S- � y4_- 9� y.Z�.� _ � %�Av/ o-�-�Cs�G�55 �,q.T�,2, �S / Dollar Amount � 7, �30 � o0 . AS,o�ia-�r ,�A ✓ r'�.Jl� NU�'VBE PERCENTAGE ACIII�VEll: Specify All Items to be Supplied(') �..-. �U � a� a °' N H ✓E��'L J�L ✓! L G ,L / /� ES /4"1..� (� MA-N/�o �ES I //. � S� , � , _ / . /� �o '`I fJ . '�' o I aVBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid. Specify all areas in which MWBE's are to be utilized and/or items to be supplied: !;omplete listing of items to be supplied is required in order to receive credit toward the M/WBE goal. � Ictentify each Tier level. Tier: Means the level of subcontracti�g below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 15` tier, a payment by a subcontractor to _ its supplier is considered 2"d 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 Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department L �� City of Fort Worth '�� Minority and Women 6usiness Enterprise Specifications � MBE/WBE UTILIZATION C mpany Name, Contact Name, Certified Specify All Contracting Specify All Items to be Hddress, and Telephone No. � Scope of Work (') Supplied(') �;- � oo � � d , U � � (n F- Z ~ 2 � v I_ . . . . ... . . . � .. . _ _ _. . .. 0 .�.�,... . ..... ..�.., , ... ...__ . . .__ .� �, .e .._��. f.� �� : u. ._ _. ATTACHMENT 1A Page 2 of 2 Dollar Amount �E �idder further agrees to provide, directly to the City upon request, complete and accurate information regarding �tual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. he bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that il: substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or ,n�.oyee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terr;iinating the �ntract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, :a � or Local laws c4ncerning false statements. Any failure to comply with this ordinance and creates a material •e :h of contract may result in a determination of an irresponsible offeror and barred from participating in City work �r a peri of ti e not ss han one (1) year. ALL E and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD �N T,�3 o,vj,� (��.a� � uthorized Signature Printed Signafure �LG %�2G 5 r i�fi✓ � itle Contact Name and Title (if different) ti-, E/z��lr� �.�5'�P.vc,—, �. 1 c. . 8��-�3 �-3 v 3/ o pany Name � Telephone Number (s) ,�o/ �,��c,�.(� /�—'��,¢ . ' � � �i� 3 ��/� d gss � ' Fax �Nu be� �,��, �� /�/�P io-�3-99 ity/State2ip Code 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 Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department LJ L*J �� UNIT 2— BID — Sanitary Sewer Rehabilitation Part B PROPOSAL THIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCUMENTS. � TO: LJ I� u � � � � I�J 'J � L�J � � Mr. Bob Terrell City Manager Fort Worth, Texas 1999 Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3), Part 1 Project No. PS46-070460410310 iJNIT 2- D.O.E. Project No. 2641 Pursuant to the foregoing "Notice to Bidders," the undersigned bidder has thoroughly examined the Contract Documents, including Plans, special Contract Documents, the General Contract Documents, and General Specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and hereby proposes to do all the work, furnish all labor, equipment and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Engineering Department Director of the City of Fort Worth, Texas. The contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: PART 1— UNIT 2 (1) � �J � � l.: � �� .l L� � f�, UNIT 2- BID - Sanitary Sewer Rehabilitation TOTAL PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE AMOUNT ITEM QUANTITY WRITTEN IN WORDS BID (Furnish and install complete in place, includin� all appurtenant work, the following items.) 1 2,617 L.F. * 8-Inch PVC Sani � Sewer Pipe, All Depths �2 i y {�� t-h2t� Dollars � — � �3. �� s��. �c.JO , Cents $� $ � � . �� 2 20 L.F. 8-Inch CL 51 DIP Sanitary Sewer Pipe, All Depths f / �T�/ Dollars / �v Cents $ �j O. ` $ /, ODO. � � � 84 L.F. 8-Inch CL 51 DIP Sanitary Sewer By Other Than Open Cut ��L= t/v,c��2�►� `02 � Dollars �O Cents $ /¢iD. $ / � %�D. 305 L.F. 8-Inch Sanitary Sewer By Short Bore /l� i',v I �/ Dollars / �V 0 Cents E 675 L.F. * 4-Inch PVC Sanitary Sewer Service Pipe �2 i/ Dollars NC� Cents � 10 L.F. 4-Inch DI Sanitary Sewer Service Pipe I`�, ✓"Tj/ Dollars $ �D.- ��7,�So.- ��.- ��,�sv.- tiJ(� Cents $ �C,. � $ ,SOD.' * Contractor must complete City Approved Product and Nlethod Form on Page PART 1- UNIT 2(7) PART 1 - iTNIT 2 (2) [� � 4, TOTAL PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE AMOUNT ITEM QUANTITY WRITTEN IN WORDS BID (Furnish and install complete in place, includin� all appurtenant �vork, the followin� items.) 7 20 L.F. *6-Inch PVC Sanitary Sewer Service Pipe � /f-f i 2� y � �✓C Dollars / ND Cents $ �J`l. $ %Op. — 8 98 EA. 4-Inch Sewer Service Connections �� i1u�u D/CE� �'' i'T y Dollars / �V v Cents $ '�..5 l�. � $ '��/OU. — � 1 EA. 6-Inch Sewer Service Connections �'. ✓t ffv�vf� (1.� ,b ��' F i �/ Dollars n�0 Cents 10 11 12 25 L.F. Re-route 4" Private Sanitary Sewer Service, including Cleanouts �rC-T� �✓c Dollars �� Cents 9 EA. Construct Standard 4-Foot Diameter Manhole, 6' Depth �2 i �/ `,'✓c f�r�,�D�c h Dollars / ��.- $.SSo.— � s35 . - � 875. - �. 3, Soa - $3�, sc� ^ �r7 Cents $ /� � $ �C�O. � * Contractor must complete City Approved Product and Nlethod Form on Page PART 1- UNIT 2(7) �c� Cents 12 V.F. Extra Depth 4-Foot Diameter Manhole .� /' (��/��x i�� `/. ✓c Dollars PART 1 - LJNIT 2 (3) TOTAL PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE AMCLTNT ITEM QUANTITY WRITTEN IN WORDS BID (Furnish and install complete in place, including all appurtenant work, the following items.) 1� 1 EA. Construct 4-Foot Diameter Shallow Manhole, 6' Depth �F /� ��.�1� Dollars ,�JD Cents $� �D. $ �ODO. — 14 1 EA. Construct 4-Foot Diameter Drop Manhole, 6' Depth 4'n�2 �c�_5A.✓1� Dollars /✓c� Cents $ �OG�. — $ 'Y DOD. l 15 10 EA. Install Watertight Manhole Insert f�i� .'L!� Dollars 16 �v v 10 EA. Install Concrete Collar �'.✓� `/v�✓D 2,CJ� �vo 17 10 EA. Manhole Vacuum Testing � � C� �/r/ 18 �� 9 EA. Remove ExistinQ Manholes , �,��lG�E �//��/�!� J✓D Cents $ '7'D. $ `�OD. — Dollars Cents Dollars Cents Dollars cents $ �ov. - � �aov. - $ 8D. ^ � ��. - $ . 3�. " $ �, 70�. — PART 1 - LTNIT 2 (4) TOTAL PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES �IT PRICE AMOUNT ITEM QUANTITY WRITTEN IN WORDS BID (Furnish and install complete in place, includin� all appurtenant work, the following items.) 19 2,511 L.F. Trench Safety System, Greater than 5-Foot Depth �/O Dollars -�,�J Cents $ . /� � �� -� 20 0.3Q TON Ductile Iron and Grey Iron Fittin�s Wp �vSfr�v � �t � O 21 11 L.F. Pavement Repair Per Figure 1 DNE �%.�T.2� ND 22 23 24 51 50 37 Dollars Cents Dollars Cents L.F. Pavement Repair Per FiDure 4 �,�,�� Dollars �Jp Cents L.F. Concrete Parkin� Lot Repair �� ,��,�p 2� Dollars � �� Cents L.F. Sidewalk and Driveway Replacement JG,v ;� (),�;� Dollars nJvi cents $ �DDO. _ $ �4D• _ � /�o. - � � /va. - $ 80. - � '�l �D. - � /DD. — � _5.ovo. - $21.� �7��— Pt�RT 1 - ITNIT 2 (5) PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES TOTAL ITENI QUANTITY WRITTEN IN WORDS UNIT PRICE AMOUNT BID (Furnish and install complete in place, includin� all appurtenant work, the followin� items.) 25 45 L.F. Curb and Gutter Replacement � — � �j-' Dollars �� ' ' ' e � ,vv 26 �� 2,075 L.F. Hydro-Mulch Seeding �r.✓v 1,130 Cents $ �. • So $ 7• $S/f% So � ��,��. - Cents $ �23. — $ � Dollars `�'/' i �/ Cents � L.F. pre-Construction Cleaning & Television Inspection �c�2 Dollars �v . ► .� 3,026 L.F. Post-Construction Television Inspection /�r..> O Dollars No Cents $ � • $ �� DS� . — �g 7, � ! 8 . �o �o SANITARY SEWER REHAB. - UNIT 2 TOTAL: $�%/. J`�'�' — � [Transfer Part 1- iJNIT 2 TOTAL AMOITNT BID to Part 1 Summary of Bids Sheet] PART 1 - UI�TIT 2 (6) a 0 � a � a a � a � U O � � � � O a � CITY APPROVED PRODUCT AND APPROVED METHOD FOR � '� CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC NO. E1-31 � E1-25 E1-27 E1-28 E100-2 SIZE 4" thru 30" 4" thru 15" �"'^� 4" thru 15" 18" thru 27„ 18" thru 48" Consult the "City of Fort Worth Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. PART 1 - UNIT 2 (7) � � Within ten (10) days after notiiication by City, the undersi�ned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of ,�S$ C�/� 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 undersi�ned bidder certifies 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 or�anization, subcontractors, or employment agency in either furnishing or referring � employee applicants to the undersiDned 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 ten (10) calendar days after issue of the work order, and to complete the contract within one hundred (100) calendar days after beginning � construction as set forth in the written work order to be furnished by the Owner. � � (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of � 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 � � � L� 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 acknowledQe of the follo�ving addenda: Addendum No. 1 � Addendum No. 2 Addendum No. 3 PART 1 — UNIT 2 (8) ' � � Lf (SEAL) � Tf Bidder is Corporation Date: / D- G- 9 g {� � 1 , , � � 1 ' u �_I Respectfully submitted, � - ; -�.�,� , Ca,�s:2��;� o,�, �i�� . By � r�-t +� � C�x�.�..�,. � 11 C � i �t �.�� ►-�-, Title �.t.� i�� r--1 �,2 i�l� aA ,Sv,'i E 2a 3 � i,�1� 2r�r , x 7�/ l� Address PART 1 — LJNIT 2 (9) �, � W � PART 1 SUMMARY OF BIDS � zo n y88 i — �3 . - UNIT 1 TOTAL - $ /��,,�Z �� . �� UNIT 2 TOTAL -$ 02 g� 02.. i 8. �� u 1 1 1 r � e � � � � SUMMARY OF BIDS SHEET � C�J a 0 D 0 0 � 0 � �'� � � �� 0 LJ a 0 0 � , PART C - GENERAL CONDITIONS � L: � �,1 a � 4.y � �r � � � � � � i. � 1 �AJ PART C - GENERAL TABLE OF CONTENTS NOVEMBER, l, 1987 TABLE OF CONTENTS C1-1 C1-1,1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contr�ct Documents Notice to Bidders 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 CONDITIONS C1-1 C1-1 Cl-1 C1-1 Cl-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 Cl-1 C1-1 Cl-1 Cl-1 Cl-1 Cl-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) t3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 3id Security C2-2 (1) C2-2 (1) C2-2 (2? C2-2 (3) C2-2 (3) C2-2 (3) (1) � C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2,10 Public Ooening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 A�9ARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5.2. Conformity with Plans C5-5.3 Coordination of Contract Documents CS-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work C5-5.6 Field Office C5-5.7 Construction Stakes CS-5.8 Authority and Duties of Inspectors C5-5.9 Inspection CS-5.10 Removal of Defective and Unauthorized Work C5-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials C5-5.13 Storage of Materials C5-5.14 Existing Structures and Utilities C5-5.15 �nterruption of Service CS-5.16 Mutual Responsibility of Contractors C5-5.17 Cleanup CS-5.18 Final Inspection t2) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1> (1) (2) (2) (2) t2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 CS-5 C5-5 C5-5 CS-5 CS-5 C5-5 CS-5 CS-5 C5-5 CS-5 CS-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) t7) (8) (8) (9) iJ 1J LI � l'_' � � L� e �� C6-6 C6-b.l C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C5-6.8 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 �� fr .� L_ �, { L �^ C� � � f' 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 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Resoonsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished �y City Use of � Se;�tion of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion. Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment uf the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of tne Onwer Safety Methods and Practices C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8.2 linit Prices Co-6 C6-6 Cb-6 C6-6 C6-6 (1) (1) (1) (2) (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (S) C6-6 (6) Cb-6 (8) C6-6 (8), C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 (11) C6-6 (11) C6-6 (12) C6-6 (12) C6-6 (12) 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) (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) (3) r� C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payme�,t 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) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) � D , ' , ' _ ' � ' i 1 1 1 1 (4) � i'�1 � n � �_ PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract �` Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: � 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 f performance of the contract. These are contained in the Genera� Contract Documents and the Special Contract Documents. r' 1 fi i t � �_� l L 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 E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOS�L (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 (1) 1 � �: C1-1.3 NOTICE TO BIDDERS: All of the legal publications -�, either actually publishec in public advertising mediums or � furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. � C1-1.4 PROPOSAI,: 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, ac�ing directly or through � a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. � C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract 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. � � Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take 'i precedence and shall govern. ,� C1-1.7 SPECIAL COiJDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other ele,nents of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to dacuments shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The �ond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) �� , � LJ � faithful performance of the contract and include the following: � � �� r L. a. Performance Bond b. Payment Bond (sze c. Maintenance Bond d. Proposal or Bid to Bidders, Part (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7) Security (see Special Instructions 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. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, Dreliminary 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 C� 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. L. r� �,� 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, or 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 P.TTORNEY: The officially appointed City Attorney of the City of Fort Worth, TeYas, or his duly authorized representative. C1-1 (3) , C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Wcrth, referred to in the Charter as the City Engineer, or his duly authorized representative, C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized re�oresentative, 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 �ntrusted to them. C1-1.20 CONTRACTOR: The person, ersons company, firm, association, or corpo ation, enter ng intopa 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 principal contractor, supplying 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 required 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 therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limit�d to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to producz a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not 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 work for a period of not less than s�ven P7)nhoprs between 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7,(, C1-1.24 CALENDAR DAYS: A calendar :ay is any day of the week or month, no days being exceoted. C1-1,25 LEGAL HOLIDAYS: L2Q31 holidays shall be prescribea by the City Council of the City of Fort observance by City employe�s as follows: observed as Worth for C1-1 !4) � L., LAJ r� l. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthday. Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 �, When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall.be observed on the preceding Friday or if it falls on � Sunday, it shall be observed on the following �Ionday, by those f employees working on working day operations. Employees . working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wnerever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: �. �� } �' � f' � C �. AASHTO - American Association oF MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot oer Engineers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Wat�r Works $ - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - putside 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 MH - Manhole SY - Square Yard Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron Cl-1 (5) 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 saecifically included in the scope of the project on which Dids 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: l. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatinenL, 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 basz material. 5. Any combination of 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 city 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 pavement where no cur'o � C1-1.32 GRAVEL STREET: A gravel street is any unpav�d street to which has been addea one or more applications of gravel or similar materi3l ot'ner than the natural mat�rial found on the street surface before any i�provement was made. �1-1 (6) ['J , ' � �' , � LJ �� SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL ►'�" C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state �` the Bidder's 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 properly executed and filed J�' with the Director of the City Water Department one week prior to the hour for openinq of bids. The financial statement required shall have been prepared by � an independent certified public accountant or an independent public accountant holding a valid permit issued by an , appropriate state licensing agency, and shall have been so � prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new r" 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 reguired. � 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 �, experience for qualification to bid on any Fort Worth Water Department project. a The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipmer�t as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listeci in the proposal C2-2(1) � � ' forms or other carts oi th� Cor.i:rac� Documents will be considered as approximate only and will be used For the � purpose of cemparing bids on a uniform basis. Paym�nt will be made to the Contractor for only the actual perfor��ed or materials furnished in strict accordance with the � Contract Documents and Plans. The quantities of work to be performed and materials to be Furnished may be increased or decreased as hereinafter provided, without in any Way � invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SI'TE OF PROJECT: � Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which � the owner will suDply after promulgation of the formal contract documents shall be issued in Lhe 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 Qecome 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 the conditions which will be encountered during the construction � of the project. They must judqe for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, and obtain all information required to make an � intelligent proposal. No information given by the Owner or any representative oF the Owner other than that cor.tained in the Contract Documents and officially promulgated addenda � ther�to, shall be binding upon tne Owner, Bidders shall rely exclusively and solely u�oon their own estimates, investigation, research, tAsts, explorations, and other 3ata � wh.ich are necessary for full and complete information upon which the proposal is to be bas2d. It is mutually agreed that the submission of a proo�sal is prima-Facie evidence that t'n� bidder has made the investigations, examinations and tests , herein required. Claims for additional compensation due to variations betwezn conditions actually encountered in � construction and as indicat�d in the Contract Documents will �. not be allowed. The logs of Soil 8crings, if any, sno��aing cn the plans are for general information cnly and may not 'Qe correct, Neith�r the � C2-2(2) � � � �" Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his ►_, Proposal on the form furnished by the Owner. Al1 blan'� spaces applicable to the project contained in the form shall be � correctly fiiled in and the Bidder shall state the prices, written in ink in both �aores 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. � If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. �., If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted b l corporation, the company or corporate nameyand bnsiness address must be given, and the proposal signed by an official �� or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and �, submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of wcrds or figures, additions not called for, conditional or uncalled for alternate bids, l incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or r 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 and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Securit� is required by the Owner as evidence of good faith on the part of the Bidder, and by way � of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of f� the three lowest oidders will be retained until is awarded or other disposition is made thereofthe Thetbid security of all other bidders may be returned promptly after � the canvass of bids. �i �, C2-2(3) L� u � C2-2.7 DELIVERY OF PROPOSAL: No proposal wi11 be consider�d � unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of busin`ss as set fortn in the "�otice to � Bidders." It is the Bidder's sole responsibility to deliver � the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidd�r must have the propos�l actually deli.v2red. �,ach � proposal shall be in a sea].ea envelope plainly markeci with the i word "PROPOSAL," and the name or description of tne project as designated in the '°Notice to Bidders." The envelope shall be � addressed to the City rianager, City Hall, Fort �r7orth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be witndrawn prior to the time set for � opening proposals. A request for non-consider�tion of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the � opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been � properly filed m�, at the option of the Owner, be returned unooened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may ' modify his pronosal by telegraphic communica��ion at any time prior to the time set For opening proposals, provided such telegraphic communication is received by the City �ianager � 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 1� Aroposal opening time. If such conFirmatior. is not received within forty-eight (48) hours after the prcoosal opening time, no furtner consideration will be given to the proposal. � C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consider�tion Request" � has been received will be publicly opened and read aloud by the City Manager or his autnorize3 reoresentative at the time and olace indicated in the "Notice to Bidders." A�l proposals Q whicn have b�en opened and read will remain on file with the Owner until the contract has been awarded. Bidder� or their authorized representatives are invited to be present for the opening of bids. � C2-2.11 IRREGULAR PROPOS�LS: Pronosals shall be considered as being "Irregular" if they show any omissions, alte.rations of � form, additions, or conditions not called for, unauthorized alternate bids, or irregularities oF any '.tind. However, the � C2-2(4) � t � �f Owner reserves th� right to waive any and all irregularities and to make the award of the contracL to the best interest of - the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQIIALIFICATION OF BIDDERS: Bidders may be disqualified and their preposals not considered for any of, but not limited to, the following reason: a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is �'` interested in more than one proposal for work contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against r� the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. � f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, �' and such inquiries as th� Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion (' of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the � following: �' l. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing es�ecially the projects of a nature similar to the one under consideration, which have i�een �[ successfully completed by the Bi3der. 3. An equipment schedule showing the equipment the bidder has available for use on the � project. The Bid Pr000sal of a bidder who, in the judgm�nt of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. f� �� C2-2(5) � , LJ l �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 proposals 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 �p established in the Contract Documents. �- The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum �`' items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. �, Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and � waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. � C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE> � and or a a Woman-owned Business Enterprise iWBE) on the contract and the payment therefor. �ontractor further agrees, � upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any �"` nature will be grounds for termination of the contract and for (, initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; �� further, any such misrepresentation may be ground5 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 shall comply with Current City Ordinance prohi'niting discrimination in employment practices. �. � C3-3 (1) � Tl:e Contractor shall post the required notic2 to that eifect 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 qua�ified a�plicant he may have on file in his cffice to the Contractor. Apnropriate notices may be acquired from th� Equal Employm�nt Ozficer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a�roposal has been read by the Owr.er it cannot be withdrawn by the Bidder within forty-five (45) days after �he date on which the �ronosals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the pr000sals for a reasonable time, not to exceed forty-five (45) days after tne date of opening proposals, and in no event will an awarc� be made until after investigations have been made as to the responsib�lity of the proposed awardee... The award of the contract, if an award is made, will be to th� lowest and best responsible bidder. The award oi the contract shall not 'c�eccme effective until the Owner has notified the Contractor �n writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. Al1 other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise diaposed 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 Contractar shall furnish to, and file with tne Owner in the amounts herein required, the following bonds: a• PERFORMANCL BOND: A good an3 sufficient performance bond iii an amount not less than 100 percent of the amou.nt oE the contract, as evidenced by the proposal tabulation or otnerwis?, guaranteeing the full and faithful execution of the work and perfermance of the contract, and for the protection of the Owner and all other persons against damace by r`ason of negligence of t'nz Contractor, or im�roper executian of the work or tne use of i�ferior �a�erials. This performance C3-3 (2) '," � ' � � �J � �� u � � � �, �� R �� .. , �� Q c. � bond shall guarantee �' materials, equipment, su in the construction of in full force and effect stipulated are accompli. made on the project by th MAINTENANCF BOND: maintenance bond, in th- 100 percent of the am� evidenced by the proposal guaranteeing the pra: performance of the gene. forth in paragraph C8-8.1 PAYMENT BOND: A good a. in an amount not less amount of the contra proposal tabulation or ot prompt, full and faithf, as defined in Article 516 of Texas, 1925, as amen 56th Legislature, Regular April 27, 1959, and/or supplying labor and mater. the work provided fc constructed under these Bond shall remain in fa above stipulated are made OTHER BONDS: Such othe by these Contract Docume_ the Contractor. No sureties will be accepted by t time in default or delinquent on interested in any litigation agai_ shall be made on the forms furnishec executed by an approved surety cor: City of Fort Worth, Texas, and wh� owner. In order to be acceptabl.E shall be included on the curren- acceptable sureties, and the amount acceptable company shall not excee: Treasury list for that company. I� executed by both the Conzractor and � Should any surety on the contract bE at any time by the Owner, notice wil_ to that ef fect and the Cor.tractor � C3-3 (3) ayment for all labor, �s, and services used aork, and shall remain L provisions as above and fir_al payment is =Y • �od and sufficient �unt of r_ot less than of the contract, as ilation or otherwise, full and faithful �uaranty which is set ifficient payment bond, 100 percent of the as evidenced by the ise, guaranteeing the :yrnent of all claimants :vised Civil Statutes �y House Bill 344 Acts �ion, I959, effective atest version thereof, in the prosecution of the contract being :ifications. Payment 2nti1 all payments as rds as may be required :hall be furnished by Rner which are at the bonds or which are =he owner. All bonds he Owner and shall be � doing business in the _s acceptable to the ie name of the surety �. Treasury list of �nd written by any one � amount shown on the �ond shall be properly ',� Company . �rmined unsatisfactory given the Contractor immediately provide a n ew surety satisfactory to the Owner, No payment wi11 be made under the contract until the new surety or surcties, as required, have qualified and have �een accepted 'oy the Owner. The contract shall not be operative no� wiil any payments be due or paid until ap�roval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriat� resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the �ontract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be c�nsidered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by r eason of said awardee's failure to execute said bonds and contract within ten (10) deys, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not co��mence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he nas o'otained all the insurance required under the Contract Documents, and such insurance has be�n approved by the Owner. Thz prime Contr�ctor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4) C �� certif.icate of insurance for appreval. The prime contractor shall indicate on the certificate of insurance inrluded in the , documents for execution whether cr not his insurance covers sub-contractors. It is the intention o£ the Owner that the �- insurance coverage required herein shall include the covera e of all sub-con�ractors. g rR �° a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, �' Workers' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contracto.rs. In case any class of employees engaged in hazardous � work on the project under this contract is not protected under the Workers' Compensation Statute, �� the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. r�� b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of � this contract Contr�actor's Comprehensive General Liability Insurance (Public � Liability and Property Damage Insurance) in an amount not less than $500,0.00 covering each [� occurrence on account of 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. rn �. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the �_ above-mentioned policies, and in the amount as set iorth for public liability and property damage,,the � following insurance: 1. Contingent Liability (covers Gene.ral Contractor's Liability for acts of sub-contractors). C ��. �� 2. Blasting, �rior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (�f excavations are to be performed ad�acent to same). � � 4. Damage to underground utilities f.or $500,000. C3-3 (�) � 5. Builder's risk (where above-ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). , � d� AUTOMOBILE INSiJRANCE - BODILY INJURY AND PROPERTY � DAMAGE: The Contractor shall. procure and_maintain, during the life of this Contract, Comprehensive � Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to � the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damag� 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 the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance � of the Contract. f� PROOF OF CARRIAGE OF INSURANCE: The Contractor � shall furnish the Owner with satisfactory proof of � coverage by insurance required in these �ontract Documents in amounts and by carrizrs satisfactory to the Owner. (Sample attached.) Al1 insurance � requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the � sub-contrac�or'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 sha11 be represented by an agent or agents having � an office located within thP city limits of the C3-3 (6) � ' L"J � City oi Fort Wor�h, Tarrant County, Texas. Fach such agent shall be a diily qualified, one upon whom �' service of proces5 may be had, and must have authority and power to act on behalf of the insurance ard/or bonding company to negotiate and settle witr, the City of Fort Worth, or ar�y other claimant, any claims that the City of Fort Worth or �� other claimant or any property owner who has been damaged, may hav� against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empo��vered by the insurance or banding companies, then such authority �� must be vested in a iocal agent or claims officer residing in the Metroplex, the Fort Worth-Dallas � area. The name of the agent or agents shall be set _ forth on all of such bonds and certificates of insurance. �� C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services , when due. � � C3-3 . 13 WEEKI,Y PAYROLL: A certif ied copy of each coverin payroll g payment of wages to all oerson engaged in work on the project at the site of the project shall be furnished to the i Owner's representative within seven (7) days after thP close of each payroll period. A copy or copies of the aoplicable � minimum wage rates as set forth in the Contract Documents s hall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. � Copies of the wage rates -w'rli be furnished the Contractor, by the Owner; however, oosting and orotection of the wage rates shall be tne res�onsibility of the Contractor. (� C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, 4 whether a p�rson, p�rsons, oartnership, company, firm, association, cornoration or other who is approved to do � business with and ent�rs into a con�ract with the City for �j construction of water and/or sanitary sewer f�cilities, will have or sha11 establish a fully operational business office � within the Fort �1ort'n-Dallas metro�olitan ar�a. The Contractor shall charge, delegate, or assign this office (or he ma� delegate his Pr��ect Superintendent) with fu11 authority to t.ransact all business actions required in the � o�rformance of the Contract. This 1oca1 authority shall be . mad` responsible to act ior the Contractor in all matters pertaining to t'ne wor;� governed 'oy t�12 Contract whether it be �dministrative or otner?aise and as such shall ba empowered, � t'nus delegated ana dir�ct�d, to settle all mat`rial, labor or oth�r expenditure�, all claims against the wcrk or any other � C3-3 (7) � � , matter associated such as maintaining adequate and anpropriate � insurance or security coverage fr�r the project. Such local authority for administration of the work under tne Contract shall be maintained until all business transaction5 executed � as part of the Contract are completP, Should the Contractor's princi�al bas� of operations be other than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's a5signment of local authority shall be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these rPquirements is that all matt�rs associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same reguirement is imposed on insurance and surety coverage. Should the Contractor's local representative Fail to perf orm to the satisfaction of Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages ar� in effect for this reason. C3-3.15 VENUE: V?nue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) � L,� PART C - GENERAL CONDI'I'IONS C4-4 SCOPE OF WORK �` SECTION C4-4 SCOPE OF WORK l_, �'t C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contracz Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Docu.ments. 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 prcject in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. �j C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or � covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered 'oy these �ontract Documents, then "Special Provisions" covering all such work � will be prepared by the Owner previous to the time of � receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract nocuments �,l just as though they were originally written therein. � C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves � the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and � as found to be necessary, and the Contractor shall perform the work as altered, increas�d or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplatzd quantity of such item or items. When such changes incr�ase or decrease the original quantity �� of any ite:n or it�ms oi work to 'oe done or materials to be furnished by the 25 percent or more, then either party to the � contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or 'Qelow the 25 oercent of the original quantity stated in tre pr000sal; such revised consideration to be � determin�d by special agre�ment or as nereinafter provided for "Extra Work." No allowance ��ill be made for any changes in anticiaated profits nor sna11 such changes be considered as �: QC4-� (1) ' waiving or invalidating any conditions or provi�ions of the Contract Documents. Variations in quantities of sanitarlr se�.��r pi�", i:� depth categcries, shall b� interor�ted her��in as applying to tne overal.l quantities or sanitary sewerrpipe in each pi�e size, but not to the various depth categories. ' C4-4.4 ALTERATIO� OF CONTRACT DOCUMENTS: By Change Ord2r, the � Owner reserves the right to make such changes in the Contrac� Documents and in the character or quantities of the work as � may be necessary or desirable to insure completion in the most satisfactory manner, provid�d such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be � considered as waiving o.r invalidating any condition or prov'ision of the Contract Documents, C4-4.5 EXTRA WORK: Additional wor� made necessary by chan es � and altera�ions of the �ontract Documents or of quantities�or for other reasons f�r � which no �rices are `1 � provided in the Contract Documents, shall be defined as "Extra Work" and shall � be p�rformed hy the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" � shall be executed or written order issued by the Owner to do the work for payments or credi�s as shall be determined by one or more combination of the following metnods: � a. Unit bid price previously approved. b. An agreed lump suM. c. The actual reas�nable cost of (1) labor, (2) rental of equipment used on the ex�ra work fcr tiie time so � used at Associated L,enzral Contractors oF America current equipment rental rates; (3) materials entering permanently into the oroject, and (4) � actual cost of inslirance, oonds, and social security as det2rmined by the Owner, nlus a fixed f�e to �e a�r2ed upon but not to exce�d 10� �f the � actual cost of sucn ex~ra work. The Fixed f=e zs not to include any additional Drofit to t'ne Cont.ractor for rer.tal of eguipment own�� oy him and � used For tize extra work. Th� f�` shall be fu11 and compl�te compensati�n to �ov`r the cost oE � sup=rin`endence, over'�ead, ot:�er pr�fit, general and al1 other ex��ns;� not include,�. in ( 1) ( 2� r j (3i, an� (4) a'�ove. The Contractor sh a l l � C e ep w accur3 t2 cost rzcords o,l th� �or�n ac�d iiz the method � ��_� � z � o J � suggest�d by the Owne.r and shall give tiZe Owner access to all accounts, bills, vouchers, and r� records relating to the Extra Work. �. L� �° No "Chang� Order" shall become effective until it has been approved and signed by each of the Contracting parties. No clai:n for Extra �Vork oF any kind will be allowed unless ordered in writing oy the Ow�er. In case any ord�rs or instructions, ei�her 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 For written ord�rs 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 shall 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 paid unless the Contractor � shall file his claim with the Ownzr within five (5) days before the time for making the first estimat� after such work r� is done and unless the clai;n is supoorted by satisfactory � vouchers and certified payrolls covering all labor and � materials expended upon the said Extra Work. The Contractor shall furnish the �wner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to pre�ar� for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for 'extra wor�c' whether or not � iniitiat�d by a'change order' shall 'oe a full, comnlete and final payment For all co�ts Contractor incl.irs as a r�sult or �.w relating to the change or extra work, whether said costs are t kr.own, unknown, foreseen or unforeseen at t'nat time, includi�g without limitation, any co�ts for delay, extended overh�ad, ripple or impact cost, or any ot'ner 2ffect on changed or � unc'nanged work as � r�sult or tne C'1dI1�P or extr� work, C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work � under this contract, the Contra�;tor s'nall submi� to the Own�r and receive the Own�r'j approval ther�of, a"Schedule of OpQrations," siiowing by a straight line met'nod tne date �f � commencing and finishi�g each of the major elements oE the contract. T�1ere shall be also show,z tn�� estimaterl monthly ` cost of wor;� for whic,�z estimat�s ar� to be �xpect?d, Ther� � � ;,4-4 ( 3 ) � shall be presented also a composite graph showing the anticioated progress of construction wit'n the time being plotted horizontally and the percentage oi co�n�letion plotted vertically. The oro3ress cnarts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress �ayment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same.� The schedule shall be in the form of a time schedule Critical Path Method (CPM) nstwork diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of eac'n partial payment period or at such intervals as directed.by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such i�tervals as directed by the Owner. As a:ninimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the £inal 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 requirPments. ' � �+�1 The following guideli�es shall be adYier`d t� in preoaring � the construction schedule: a. Milestone dates and final project complzti��n dates shall be d?veloped to conf�rm t� time constraints, sequencing requirements ar�d completion time. b. The construction proces� shall be divided into activities with time durations oi apnroximately fo�zrt�en (14) days and construction values not to �xceed $50,000. Fabrication, d�livery and submi�tal •�ctivities ar•� exce�tions to this guidelir.e. C4-4 (4) � � a � � � n � lF r� i. L� �� c. Durations shall be in calendar days and normal holidays and weather conditions over the duratio� oi the contract sha11 be a�counted for within the duration of each activity. . d. One critical oath shall be shown on the construction schedule. e. Float time is defined a� the amount of time 'Qetween th� earliest start 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float timP 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 gene.ral 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 approximat�ly fourteen (14) dayj 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 indicat� the following c�rocurements, � construction an3 nreacceptance activities and events in their logical sequence for equipmPnt and mat�rials. f" 1. 2. l� 3. � 4. 5. r - 6. � 7. 8. � � Preparation and tr.3nsmittal of submittals. Submit�al .review periods. Shop fa�rication and delivery. Erzction or installation. Transmittal of manufac�ar�r's oner3tion and maintenance instructir�ns. Installed equipment and mat�rials tes�ing. Owner's ooerator instruction (if. aonlic3'ola). Final inspection. �4-4 (5) 9. Operational testing. 10. Final ins�ection. If, in the opinion of the Owner, work accomplished falls benind that scheduled, the Contractor shall take such action as necessary te improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his �rogram and proposed plan to make up lag in scheduled progres� and t� i�sure com�l�tion oF the work within the contract time. If the Owner finds the �roposed plan not acceptable, tie may require the Contractor to increas� the work force, the construction plant and equipment, the number of wor;{ snifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these r�quirecnents shall be considere3 grounds for determination by t�Ze Owner that the Contractor is.failing to prose�ute t'ne work with such diligence as will insure its comnletion within the time specified. 1 �- � ' 1 ' ' ' ' ' ' �d-� (5) ' I�I '!J � r� � PART C - GENERAL C5-5 CONTROL OF MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORK AND C5-5.1 AUTHORITY OF ENGINEER: Tne work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions 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 shall determine the amount and quality of the work � completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the ri ht of the C t t �� LJ � g on rac or to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy.� C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner bv Change Order. ' C5-5 (1) C5-5.3 COORDINATION OF CONTRACT DOCUM�NTS: The Contract Documents are made uo cf several sections, which, taken together, are inter.ded to describe and provi�e for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dim�nsion shall g overn over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over tnose shown in the proposal. The Contractor shall not take advantage of any apparznt error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event t'ne Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be dee�ed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who arz fully authorized to act as the Contractor's agent on the work. Such superintend�nt and his assistant shall be capable of reading and understanding the Contract Documents and s�all receive and fulfill instructions from t'ne Owner, the Engineer, or his authorize3 representatives. Pursuant to this responsibility of the Contractor, the Con�ractcr shall designate in writing to the project superintendent, to act as the Contractor's agent on th? wor'�c. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night o:� any day of th� week on which the Engin eer determines tnat circumstances require the presence on the �roject site of a rzgresentativP of the Contractor to C5-5 (2) C � adequately provide for the safety or convenience of the traveling nublic or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall orovide all facilities to enable the � Engineer and his inspector to examine and inspect the workmanshin and materials entering into the work. - CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or �ngineer, a condition of emergency �`' exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall [� respond with dispatch to a verbal request made by the Owner or L Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is � scheduled on a calendar-day or on a working-day basis. �Y � � � � Should the Contr3ctor fail to respond to a request from the Engineer to rectify any�discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does 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 equal to the entire costs for such remedial action, plus 25$, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called For. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer, � will furnish the Contractor with a11 lines, grades, and t measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and ` lines, grades and measurements will be established by rleans of � stakes or other custocn�ry m�thod of marking as may 'oe found consistent with good practice. � � . C5-5 (3) ' These stakes or markings shall b� set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidaace shall be preserved by the Contractor until he is authorized by the E�gineer to remov� them. Whenever, in the opinion of the Engine2r, any stakes or markings hav� been carelessly or willfully destroyed, disturbed, or removed by the Contractor or azy ef his employees, the full cost of replacing such stakes or marks plus 25� will be charged against the Contracto.r, and the f ull amount will be deducted from payment �ue the Contractor. ' C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City � Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or � manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence � that the materials being furnished or the work being perform2d by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the � Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve t'ne 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 Insoector as to the materials or equipment furnished or th� manner of performing the work, the City Inspector will , have authority to reject materials or �quipment to suspend �work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, � however, be authorized to revoke, alter, enlarge, or release �J any requirement of these Contract Documents, nor to aoQrove or accept any pertion or section of the work, nor to issue any � instructions contrary to the requirements of the Con�ract Documents. He will in no case act as superintendent or foreman or,perform any o�her duties for the Contractor, or interfere with the management or operation of the work. He � will not accept from the Contractor any compensati�n in any form for performing a�y duties. The Contractor shall regard and obey the directions and instructions of the Cizy Inspector or Engine2r wnen the same are consistent witiz the obligations � of the Contract Documents, provided, howev�r, should the Contractor a'oject to any orders or instr�ictior.s of the City � Inspector, th� Contractor may within six days make ��aritten � appzal to the Engineer for nis decision cn the matter in controversy. � CS-5 (4; ' �_: � � p C5-5.9 INSPECTION: The Contr3ctor shall furnish the Engineer with every reasonable facility for ascertaining whether or not �, the work as performed is in accordance with the requirements of the Contract Documents. If�the Enginezr so requests, the Contractor shall, at any time before acceotance oF the work, remove or uncover such portion of the finished work as may be �` directed. After examination, the Contractor shall restore . said portions of the work to t'ne standard required by the Contract Documents. � Should the work exposed or examined nrove acceptable, the uncovering or removing and replacing of the covering 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 damagec3 parts shall be at the �� Contractor's expense. No work shall be done or materials used �- without suitable supervision or inspection. �� l� C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been reject�d shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or�any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause detective work to be remedied or removed and replaced and unautizorized work to 'ae removed, and the cost t'nereof may be deducted from any money due or to become due to the�Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the � Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipm�nt sDecified, and if Contractor wishes to � furnish or use a proposed substitute, he shall, prior to the preconstruction conference, ma;ce writt�n application to ENGI+IEER for approval of sucti substitut� certifying i� writing � t'nat the proposed substitute will perEorm adequately the functions c�lled for by th�` general 3esign, be similar and of equal substance to that specifi`d and be suited to the same use and capable of performing the same function as t'nat � specified; and identifying all variations of the proposed �' C5-5 (5) � substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written,ap�roval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the ooinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise s�e�ified, will be made in accordance with the latest methods prescribed by the American Society for Testing �iat?rials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by thz samples until tests have been made and the materials approved for use. The Contractor will furnisil adequate samQies without charge to the Owner. In case of concrete, the aggr�gates, design minimum, and the mixir_g and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of cocicrete, using samples from the same agaregate, cement, and mortar which are to be used later in the concrete. Should thP source of supply change, new tests shall be made prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be us2d in the constr.uction operation shall 'oe stored so as to insure the pr�servation of the quality and fitness of the work, When directed by the Engine�r, th`y shall b� placed on wooden platforms or other har3, clean durable surfaces and not on the C5-5 (6) J 1 � � � 1.� � � � � � � � V � �"! ground, and shall be placed under cover when direCted. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines f or 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 the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to. necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Uocuments for Extra Work snall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the constru�tion process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. � C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is nec�ssary, the Contractor, at least 24 hours in adv3nce, shall be r�quir�d to: l. Notify the Watzr Department's Distribution Division as to locatior,, timP, and schedule of service interruption. C5-5 (7) ,- 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prenared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say- "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. Thank you, Contractor Address Phone � Emerqenc�: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the �ontractor agr�es to settie with such other Contractor or sub-contractor 'oy agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Own�r on account o.f any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the �wner against any such claim. C5-5.17 CLEAN-UP: Clean-up of s�srplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours aFter written notice is given to the Contractor that th2 clzan-up on the job sita is procee3ing in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the CS-5 (8) � � � unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25� of such costs, l.: shall be deducted from monies due or to become due to the Contractor. �'' Upon the completion of the project as a whole as covered by � these Contract Documents, and before final acceptance and �y final payment will be made, the Contractor shall clean and , remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and ` waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The f� Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the � Contractor for any clean-up required on the project. � � C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and � request that the Final inspection be ma3e. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and matzrials and equipment are found satisfactory, the Contractor will be notified in � writing of the acceptance of the same after the proper resolution has been passed by the City Council, No time � charge will be made against the Contractor between said date of notification of the Engineer and the date of f inal inspection of the work. � 1 ' t.1 � � C5-5 (9) u ' PART C - GENERAL CONDITIONS C5-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY �x f� L. L� � SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESP0�ISIBILITY C6-b.l LAWS TO BE OBSERVED: The Contractor shall at Gil times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances ar_d regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ig norance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such 1aw, ordinance, regulation, or order, whether it be by himself or his employees, � C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay�all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify tre Own�r for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. � C6-6 (1) C6-6.4 SANITARY PROVISIONS: The Contra�tor shall establish and er.force among his employees such regulations in regard to cleanliness and dispos�l of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. 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: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The �ontractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engine�r at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all wor� necessary For the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the w�rk shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) 1�, L�J gas valves, or manholes in the vicinity. The Owner reserves tne right to remedy any neglect on the part of the Contra�tor as regards to public convenience and safety whicll may come to its attention, after twenty-four hours notice�in writing to the Contractor, save in cases of emergency when it shall have the right to remedy ar.y neglect without notice, ar�d in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. �� The Contractor, after ap�roval of the Engineer, shall notify � the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is re�uested to be closed �. or obstructed or any fire hydrant is to be made inaccessible, and, when so diracted by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire r., ap paratus. 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 arrangements for crossing over ditches or strPam�, his responsibility for accidents in connection r+ with such crossings shall include the roadway approaches as � well as the structures of such crossings. �� t L, � � � � The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement snowing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by th� Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not te interfere with the use of spaces that may be designated to be left fre� and unobstructed and so as not to inconvenience occu�ants of adjacent prooerty. If the street is occupied by railway trac'.{s, the wor�c shall be C6-o (3) � carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, ior all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary eas�ment 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 precantions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary.measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the woric and prevent accident or damage. Al1 installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulatir,g Traffic on Hignways", codifie3 as Article 6701d Veron's Civil Statutes, pertinent sections being Sec�ion Nos. 27, 29, 30 and 31. C6-6 (4) ' � 6� � l � I! �_ u 1 � The Contractor will not remo�e any regulatory sign, - instructional sign, street name sign, or other sign which has � been erected by the City. If it is determined tha� a sign must be removed to permit required construction, the Contractor shall �ontact the Transportation and Pubiic 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 meeting the requirements of the above C referenced manual and such temporary sign must be installed prior to the removal of the permanent sign, If the temporary sign is not installed correctly or if it does not meet the �� required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is ccMpleted to the extent that the permanent sign can be re-installed, the Contractor shall again � contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation .is completed. � The Contractor will be held responsible for all damage ta 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 imme�iately removed and replaced by the Contractor at the Contractor's own expense. The �� Contractor's responsibility for the maintenance of barricades, - signs, fences and lights, and for providing watchmen shall not c ease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these [. Contract Documents, will be paid to the Contractor for the _ work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and r� disposal of such barricades, signs, or for any other � incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for � which unit or lump sum prices are requested in the Proposal. �� C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, dro� weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The � Contractor shall notify the proper representativ� of any pu'olic service corporation, any company, individual, or u tility, and the Owner, not less than twenty-four hours in � �F Co-6 ( 5 ) ' , advance of the use of any activity which might damage or � endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is 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 arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's � insurers to the Engineer within ten {10) days after receipt of written notice of the claim to the Contractor from eitner 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 b2.resumed until the cause of the complaint has been addressed. �, Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXP.LOSIVES" and shall be under the care of a competent watchman at all times. All v�hicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. Cb-6.10 WORK WITHIN EASEMENTS: Where the work passes over, �� through, or into private property, the Owner will provide such � right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional � rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in � writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose witk�out having previously o's�tained �� permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the � property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all r rignts-of-way or easements of obstructions which must be � removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use � � C6-6 (5) ii � ' every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvemer.ts, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances � thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the � work. T he Contractor shall notify the proper representatives of �1 owners or occupants of public or private lands or interest in lands which might be affected by the wor�. Such notice shall be made at least 48 hours in advance of the beginning of the . work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or �'� other, either as owners or occupanta, 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, rq or at any time due to defective work, material, or equipment. � Wh en and where any direct or indirect or injury is done to public or private property on account of any act, omission, � n eglect, or misconduct in the execution of the work, or in consequence of the non-execution tnereof on the oart of the Cc��_ractor, he shall restore or have restored at his own cost r" ar�d":�expense such property to a condition at least equal to that ex^isting before such damage or injury was done;=� re airiri - �� P g, rebuilding, or otherwise replacing and restor'i�� -�•'a"s may be dire;c'ted by the Owner, or he shall make =�� Psuch �, damages or injury .•-in a manner acceptable to the��'� . 2r of the 1 property and the Engineer. . � : '..:, :..:, �" � All fences encountered;��and removed duri,�- �-'construction of this project shall be restored to the ��.�ginal or a better than original condition upon 'com��l.�e�ion of this project. f" When wire fencing, Pither wire m� or barbed wire is to be . crossed, the Contractor sha.�;�set�• cross braced posts on either side of permanent ,��ment before the fence is cut. Should additional fe�cuts be necessary, the Contractor � shall provide cross.�;� ced posts at point�of the proposed cut in addition.�,�b"' the cross braced posts provid�d at the � permanent ease�- ts limits, bef�re the fence is cut. �i • f~: Te mpor encing sh311 be erected in place of the fencing � remo � whenever the work is not in progress and whe'�i�,the � s�" • ls vacated overnight, and/or at all times to pre�i�ie�,t . estock from entering the canstruction area. The cost f' ence removal, temporary closures and replaczment shall be`;; � subsidiary to the various items bid in the project � �: � C6-6 (7) i� proposal. Therefore, no separate payment shall. be allowed for any service associated with this wor;�. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, r�build, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. . C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that Contractor shall perform all worx and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner: Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all person� performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, Pmployees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner a�d Contractor, i� _ 12 CONTRACTOR'S RESPONSIBILITY FOR DAMA IMS: Co r covenants and agrees to, and does here emnify, hold ess and defend Owner, its of s, agents, servants, ployees from and against an all claims �r suits for p ty damage or loss an aersonal injury, including death, y and all person whatsoever kind or character, wheth al or �sse arising out of or in connection with, dire„ ind' y, the work and ser i to be performed hereund _ employees, contractors, sub whether or not caused vi ces actor, its officers, agents, tors, licensees or invitees, e or in part, by alleged negligence on the p f off s, agents, servants, em�loyees, contrac subcontracto icensees and invitees of the Ownsr; an d Contractor doe reby covenant and agree to assu liability and responsi of �wner, its officers age servants and em�loy�es ior pr � 3amage or 1oss, and/ ersonal injuries, includi:�g deat any and all pers f whatsoever kind or character, w'neth al or asser arising out of or in connection with, dir� or ind' y, the �caork and services to oe performed 'nereund C actor, its officers, agents employe`s, contracto ontractors, licensees and invitee,s, whether or not ca�sse , Cb-6 (8) ' � � � u � u � C6-6.1? ('ONTRAC'T(�R'S RF.SPO�TSIBILITY FOR D:�yIAGE CLAI�IS: Contractor co��enants and aQrees to and does hereby indemnifti�, hoid harmless an� deEend, at its own � expznse, O�vner, its officers, aQents, servants and employees, from and aQainst anv and alI ,. claims or suits for property loss or damaQe andlor pe;sonal injury, includin� de�th, to any and all persons, of `vhatsoever kind or character, «�hether real or asserted, arisina out of or in conneccion �vith, directly or indirectly, the «�ork and services to be performed her�under � by Concractor, its ofticers, aaents, employees, subcontractors, license�s or invitees, ti��hether or not caused, in �vhole or in part, bv the alle�ed QneQliQence of the officers, aQents. servants, emplo�ees, contractors, subcontractors, licensees and invitees of the Citti; � and said Contractor does hereby covenant and aQree to assume all liability and `' responsibility of City, its officers, a�ents, servants and emoloyees for any and all claims or ! suits for property loss or damaQe and/or personal injury, includin� death, to any and all persons, of whatsoever kind or character, whethzr real or asserted, arisinQ ou[ of or in �'- connection with, directly or indirectly, the «�ork and services to be performed hereunder by Contractor, its officers, agen[s, employees, subcontractors, licensees or invitees, � �vhether or not caused, in ��-hole or in part, bv the alle�ed neali�ence of the officers. aQents, servants, emplovees, � contractors, subcontractors, licen-sees and invitees of the Citv. Contractor like�vise covenants and agrees ro, and does hereby, indemnify and hold� �� harmless City from and aaainst any and all injuries, damaQe, loss or destruction to property �' of City durinQ the performance of any of the terms and conditions of this Contract, `vhether arisinQ out of or in connection ��ith or resultinQ from, r in whole or in nart, anv and all alleaed acts or omissions of�icers, �,,Qents, servants, emplovees, contractors, subcontractors, licensees, invitees of O��ner. In the event a�vritten claim for damaQes aQainst the contractor or its subcontractors � remains unsettled a[ the time all work on the project has been completed to the satisfaction of the Director of the tiVater Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Direc�or of the i�Vater Department for a � period of 30 days after the date of such final inspection, unless the Contracror shall submit ` ��ritten evidence satisfactory ro the Director that the claim has been szttled and a release . has been obcained from the claiman[ involved. "' If the claims concerned remains unsettled as of the expiration of the above 30-dav pzriod, the Contractor mav be deemed to be entitled to a semi-iinal payment for �cork compl:ted, � such semi-final pa��ment to be in tnz amount equal to the total dollar amount then due less tne dollar value of any �ti•ri�ten claims pzndinJ a=ainst the Contractor arisina out of � performance of such work, an� such semi-�inal pa��ment m�v then be recorunendzd by the � Director. Y �*eleased Nlay, 1999 C6-6�9) L� � The Director shall not recommend final paymznt to a Contractor aaainst whom such a claim for damaQes is outstandin� for a period of six months followina the date of the � acceptance of the w�ork performed unless the Contractor submits evidence in writina ' satisfactory to[ he Dirzctor that: l. The claim has been se[tled and a rzlease has be�n obtained from the claimant involved, or � 2. Good faith efforts have been made [o sectle such outstandin� claims, and such �ood faith ef�orts have failed. � If condition (1) above is met at any time w�ithin the six month period, the Director shall recommend that [he final payment to the Contractor be made. If condition (2) above is me[ � a[ any time within the six month period, the Director may rzcommend tha[ 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 � oblitrations 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 `Vater Department Con[ract tivork from a Contractor aaainst whom a claim for damaaes is � outstandina as a result of work performed under a City Contract. y , 1 ' lJ � � � <�leased r1ay, 1999 C6-o (9).-� � � I �J � � � � �_. �� L�! W;hole or in part, by alleged negligence of off,ic�ex` � ts,�servants, employees, contractors, subcontr�acto 1 see�s'or invitees of the Owner. Contractor lik ise cov ts and agrees� to, � and does _hereby, indemriify an hold harm s Owner from and agains�t��'�any-'and all injuries �oss or damag o property of the Owner during the:performan ;of any of the rms and conditions of this Contract; ��wh�t :_arising out of � F-��- Q 'n connection with or resulting from in f .�e�:��- e.i ., part,'��ari nd all alleged acts or omissions officerrs� agents, s ants, employees, contractors, su ntractors, licenses, o vitees of the Owner. In the even written claim for da s against the contractor or it bcontractors remains un led at the time all work on the �'ect has been complet o the satisfaction of the Director o e Water Departme as evidenced by a final inspection, fi payment to the tractor shall not be recommended by the Di tor of the er Department for a period of 30 days afte he date o uch final inspection, unless the Contracto all s it written evidence satisfactory to the Dire tha he claim has been settled and a release has been obtai f the claimant involved. If the claim concerned remai nsettled as of the expiration of the above 30-day period, t tractor may be deemed to be entitled to a semi-final for work completed, such semi-final payment to be ' an unt equal to the total dollar amount then due 1 the lar value of any written claims pending against Contra or arising out of the pe rformance of such wor' and such s'-final payment may then be recommended by the D ctor. The Director shall recommend final ment to a Contractor � against whom such laim for damages outstanding for a period of six mo following the date the acceptance of the work p�rform nless the Contractor its evidence in � writir�g satisfa y to the Director that: � If c t� p�� ► �� _- t �.-. � :;;, Y �' � 1. T laim has been s�ttled and a ease has been ined from the claimant invoZved, 2. od faith efforts hav� been made t ttle such utstanding claims, and such good fa efforts have failed. ition (1) above is , the Director shall .ontractor be made. within the six month the final payment met at any time within the month recommend that the final pay to If condition (2) above is met ny oeriod, the Director may recom d to the Contractor be made. At Cb-6 (9) � ' tnat�� per�ormed been �t�et to �`'' The Direct bids on�� rfor of the six mont'n oeriod the Director ma � end ent be made if all oth ,��;� a er obl igat ' �- �> ractor..•r}��ve the sa cc or . �'' .,,� .f,+ � e de�ms _ . ;`�" '-te, refuse %`accept er Depar�ment Contrac� a ntractor �m a claim for damages is outstan�'r � ult of m'�e�d under a City contract. , �,: :g ,�. �/ C6-6.13 CONT'�AGTOR'S CLAIM FOR DAMAGES: Should,��hie Contractor claim compens�.,�t'�,on for any alleged damage by�x>eason of the acts or omissi`t��"s1 of the Owner, he shall wit•Iiin three days after the actua�'�'�:ustaining of such alleged'' damage, make a written statement�'�to the Engineer, settir�g out in detail the nature of the alleged.��damage, and on or be.fore the 25th day of the month succeeding:, that in which any, �such damage is claimed to have been sustain�,d''y the Con�racto'r shall file with the Engineer an itemized `t.atement of the details and amount of such alleged damage and upon reguest-; shall give the Engineer , access to all books of � count, r:eceipts, vouchers, bills of lading, and other books or apers.:containing any evidence as to the amount of such alle ed damage. Unless such statements shall be filed as hereinabove�,:��quired, the Contractor's claim ,,. �.. f or compensation shall be wai%d, and he shall not be entitled to payment on account of such;�d'.ages. �;. � :E : C6-6.14 ADJUSTMENT OR REI,OCATIO�,:�OF PUBLIC UTILITIES, ETC.: In case it is necessary=":to chanc�, move, or alter in any manner the property of 'a' public u��il;ity or others, the said property shall not be maved or inte��fe,red with until orders thereup on have been issued by the gineer. The right is reserved to the owners of public u� T•�ities to enter the geographical limits;of the Contract fo��,zthe purpose of ma;cing such changes or ;-r"epairs to their pro�erty that may be necessary by the performance of this contrac ��• � ��'�. ��_�.-,,. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS,c�:;, When existing sewer lines have to be taken up or removed,`°the Contractor shall, at his' own expense and cost, provid�i��,nd maintain tem�orary outlets and connections for all privat;e�or public drains and,sewers. The Contractor shall also take�eare of all sewage andj_�clrainage which will be received from th �' � drains and sewer's, and for this purpose he shall pr`"s":de and maintain,-�at his own ccst and exp�nsA, adequate ,ping facilities and tem�orary outlets or div�rsions, ,, y . J The.;�Contractor, at his own cost and ex�ense, shall cons t suchy�troughs, pipes, or other structures r.ecessary, ana p�r,�pared at all times to dis�ose of drainage and sewa C6-6 (10) u O � received from these tzmporary connections until such times as the pezmanent connections are built and are in service. The existing sewers and connections shall be kept in service and � maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. Al1 water, sewage, and other waste shall be disnosed of in a satisfactory manner so that no nuisance is created and so that the work under � construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNZSHED BY THE ' CITY: When the Contractor desires to use City water in �,. connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water � Department 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 the poir,t of delivery shall be installed by the Contractor at his own expense. ' The Contractor's responsibility in the use of all existing �� fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract � Documents. t Wh en meters are used to measure the water, the charges, if . any, for water will 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: Whenever, in the opinion of the Engineer, any section or portion of the � work or any structure is in suitable condition, it may be put . into use upon the written 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, eauipment, or to deficient operations on the part of the Contractor, shall �� be performed by the Contractor at his own expense. a C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: 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 every necessary pr ecaution to prevent injury or damage to the work or any part C' � C6-6 (11) � thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the wor�, The Contractor sFzall rebuild, repair, restore, and make good at his own expense all injuries or damag? to an_y portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptan�e of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Doc�ments or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either nersonally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies fo.r exemption pursuant the provisions of Article 20.04 (F?) of the Texas Limited Sales, excisA, and Use Tax Act, tne Contractor may purchase, rent or leas� all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his suoplier an ex�mption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu of tne tax shall be subject to an3 shall comply with the provisions of State Comptroller's Ruling .011, and any oth2r a_o��licable �tate Comptroller rulings pertaining to thz Texas rimited Sales, Excise, and Jse Tax Act. On a contract awarded py a dzveloper for t'ne construction of a publicl�-owned improvement in a strezt righ�-of-way or other easement which has been dedicated to tne public and the City o� rort Worth,' an organization w�ich qualifies for exemption pursuant to tne orovisions of Article 20.04 (H) of the Texas limite3 Sales, F.xcis�, and Use Tax Act, ttle Contractor can orobanly be exzmot:�d in the sam� m�nner stat�d abov�. C6-5 (12> ' � �i �, �� J � �.1 L#J � Limited Sale, Excise and Use Tax permits and information can be obtained from: � Comptroller of Public Accounts .e Sale Tax Division Capitol Station : Austin, TX L� �' e n �� r, u 1 1 � 1 C' � 1 0 � � � C6-6 (13) , V e r• L., PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: L1 C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than t� fifty (50�) percent of the value embraced in the contract. If 4 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; �E when the work is in operation, be represented either in person or by a superintendent or other designated representatives. ' C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not � assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same �� or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. � If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, �� to any person or ersons nartnershi P . � p, company, f irm, 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 ma � y, at the ootion of the Owner be revoked and annulled, unless the Sureties shall successfully c�mplete said contract, and in the event of any such revocation or annulment, any monies due or to become due L under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be � impracticable and extremely difficult to fix the actual � damages, C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the l Engineer in five or more cooies, if requested by the Engineer a progress schedule preferably in cnart or diagram form, or a brief outlining in detail and step by step the manner of �� f' C7-7 (1) prosecuting the work and ordering matzrials and equipment which he expects to follow in order to comnletz the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence tne work to be performed under this contract within th2 time limit stated in these Contract Documents'and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation frem scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any devi�tion until he has r2ceived written approval from the Engineer. Such specification or approval by the Engineer shall not reliev2 the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times 'oe 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 �ontractor has obstructe� or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available, The Contractor may bring in from outside the City of Fort Wortn his key men and his superintendent. All oti�er workmen, including equipment operators, may be import�d only after the local supnly is exhausted. The Contract�r shall employ �nly such superintendents, fore�en, and workmen who ar•� car2ful, competent, and fully quali�ied to p�rfor�n t�e duties or tasks assigned to them, and the �ngineer may demand and secur� t'ne summary dismissal oF any person or �ersons employed by the Contractor in or a'oout or on the work who, in the cpinion o� the Owner, shall misconduct himself or b? found to b? incompetent, disrespectful, int�m�erat2, dishonest, or C7-7 (2) � � otherwise objectionable or neglectFul in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such p�rson or persons shall not be employed again thereon without written consent of the Engineer. Al1 workmen shall have sufficient skill, ability, and � experience to properly perform the work assigned to them and oQerate any equipment necessary to properly carry out the performance of the assigned duties. �� L� e The Contractor shall furnish and maintain on the work all such equipmen� as is considered to be necessary for Drosecution of the work in an acceptable manner and at a satisfactory rate of progress. Al1 equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval c�f the Engineer and shalT be maintained in a satisfactory, safz and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in C1-1.23 "WORKING DAY" or the d�te stipulated i� the "WORK ORDER" for beginning work, whichever comes first. r9 Nothing in these Contract Documents snall be construed as prohibiting the Contractor from wor;cing on Saturday, Sunday or Legal Holidays, providing that the fol.lowing requirements are met; �� a. A request to work on a s�ecific Legal Holiday must be madz to the than the proceeding Thursday. Saturday, Sunday or Engineer no later b. Any work to 'Qe done on the project on such a specific �aturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. � �� The Engineer's decision shall be final in response to such a request for approval to work on a specific �aturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work perEormed on such a specific Saturday, Sunday �r Legal 3oliday. Calendar Days shall be defined in C1-1.24 and the Contr3ctor may work as he so desires. C7-7 (3) � ' .�- C7-7.7 TIME OF COMMENCEMENT AND C�MPLE'"10N; The Contractor �� shall commence the working operations within the time specified in the Contract Documents and set forth in the Work ,j Order. Failure to do so shall be considered by the Owner as '4i abandonment of the Contract by the Contractor anct the Owner may proceed as he sees fit. � The Contractor shall maintain a rate of nrogress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and � within the time established in such documents and such extension of time as may be properly authorized by the Owner. � C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time o� completion shall be considered only when the request for such extension is submittzd 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 'aeyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. Wher. the dat� of completion is '�ased on a calendar day bid, a � request for extension of time 'oecause 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 r�view of the Contractor's purchase order dates and other per�inent data as requested by the Engineer indicates that the Contractor has made a bonafide �� attempt to secure delivery on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contr�ct � should require work and materiats in greatzr amounts o:c quantities than those sLt fc�rti� i� the ap�roved Contract � Documents, then the contract time maj b� in:r`ased by Change Order. C7-7.9 DELAYS: The Contr3ctor shall receive no co�n�ensation � for delays or hindranc`s to the worx, except when direct and unavoidable extra cost to tne Contractor is caused by th� � failure of the City to provid�� inf�rmation or maL�ria1, if � ��_� � � � o u � � � � � � 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 bs 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 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 tne Contractor or the surety on his perFormance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place�on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proaosal 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 �ity will bec�me 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 nocuments, or the increased time granted by the Owner, or as automatically ` increased by additional work or materials ord�red after the s contract is signed, the sum per day given in the following �e schedule, unless otherwise specified in other parts of the Contra�t Docur;ients, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF C0�ITRACT $ � $ $ $ � � 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 Lo $ 500,000 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusiv� $ inclusi�� $ inclusive S 35.00 45.00 63.00 105.00 154.00 210.00 � $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 inclusiv� $ 315.00 $2,000,000 inclusive $ 420.00 . $ 630.00 � � The parties her�to understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time spe�ified by the Con�racc Documents would be incapable or v�ry difEicult 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 0'?DER: The Contractor shall suspend operations on such part or parts oi the work ordered by any court, and will not be entitled to additional compensation by virtue of sucn court order. Neither will he be liable to the City in the event th� work is suspended by a Court Order. Neither will the Owne.r be liable to "the Contractor by virtue of any Court Order or action for which the Owner is not solely responsi'nle. 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 dLe to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or const.ruction crews. If it should become nec�ssary to suspend worK for an indefinite period, the Contractor shall store all materials in such manner that they will not o'c�struct or impede the public unnecessarily nor become damage3 in any way, and he shall tak? every precaution to prevent damage or deterioration of the work performed; he shall provide sLitable 3rainage about the work, and erect temporary structures wh�re necessary, Should the Contractor not be a'ol� to coin�lete a oortion of the project due to causes beyond the control of and witnout the fault or negligence of the Contractor as se� Forth in Paragraph �7-7,8 EXTE�ISION O�' THE 'rI�IE OE' COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available witnin a reasonable period oF time, then the Contractor may bP reimbursed for the cost of rnoving his equipment off the job and rzturning the necessary equipment to the job when it is de�erminzd by the Engineer C7-7 (E) � � � � � � � n that construction may b� r�sumed. Such reimbursement shall be based on actual cost to the Contractor of moving tne equiament t�� and no profit will be allowed. � No reimbursement shall be allowed if_ the �quinment is mov�d to another construction project ior the City oF Fort �Tort�z. �► The Contractor s'�all not susoend work without written notice trom the Engineer and shall proceed with the work operations �romptly when no�ified by the Engineer to so resume � operations. 'y C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: 'vVhenever, because of National Emergency, so declared 'Qy the Przsident of the United �tates or otner lawful authority, it 'oecomes impossible for the Contractor to obtain all oL the necessary lapor, materials, and equipment for the prosecution �'► o.E the work with reasonable continuity tor a period of two months, the Contractor shall withir. seven days n�tify the City in writing; giving a detailed statement of_ tne �fforts w'nic:� have been made and listing all necessary items of labor, � materials, and equipment not obtainable, If,"after investigations, the Owner finds that such conditions existing � and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault �r negl�ct of the Contract, then if_ the Owner cannot after r2asona'�le effort assist the Contractor in procuring and making available the nec`ssary labor, ►nateria.ls and equipment within t}lirty days, � the Contractor may request the O�ner �o �erminat? the contract and the �wn?r may comply witii the request, and t�� termination � shall be conditioned and base3 upon a.Einal �ettlement mutually 3cceptable to 'ooth th� �wner and the Contractor and final payment s}1a11 be mad� in accor3ance with t;ze t�rms oF �„ t'nz agreed settlement, which shall include, but not QP limited to, khe p�yment for all work executed but �io anticipated ' �rofits on work which has not been perf�rmed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT Or' �� CONTRACT: The wor'K o�oerations on all or any portion or section of the work under Cont.ract s'na11 be suspendecl � imme�3iat�ly on writte.n �rder o` th? Engineer or the Co,ntracfi m�y b� d��cl�r�d ca�cell?a 'oy t.ie City Council for any good an3 sufficient �asse. The follo�aing, by way of �xample, 'out not �,� oE limitatic�n, may be consi3�red gr�unds Eor susoansic�n ot cancellation: �. Failure of the Contractor to commence wor�c ooerations wit�in t'n� tim� soecified in the W�rk ��r3er i�su�d by th` Ow*�er. i � �:�-� t�� 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. d. Substantial evidence that tne Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good-any defect in materials or w�rkmanship, or any defPcts of any nature t'ne correction of whic'n has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contract�r has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. J• k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Contractor commences legal action agaiast tsie Owner . A copy of the suspension order cr action of the City Council shall be served on the Contract�r's Surati`s. When work is suspen3ed for any caus� or causes, or when the contract is cancelled, the Contractor sha11 discontinue the work or such part thereof as the Owner sha11 designate, whereupon the Sureties may, at their o�tion, assume tne contract or tnat portion ther2oF which the Owner has ordered t'ne Contractor to discontinue, and may perform th� 5ame or may, with the written ��7-7 ( 8 ) l' 1 l�' � consent of the Owner, sublet the wor'�c or that portion of ttie work as ta�cen ov?r, provided however_, th�t the Sureties shall t� exercise their ontion, if at all, within two weers after the written n�tice to discontinue the work nas �een ser_ved upon � the Contractor and upon the Sureties or tiieir authoriz�d agents. The Sureties, in sucn event shall assume the Contract<�c'S pl�ce in all respects, and shall be oaid by t:�e Owner for all work p�rFormed by them in accordance with the �, terms of the Contract Docur�ents. All moni�s remaining due the �ontractor at thz time of this default shall thereupon oecome � due an3 paya'nle to the Sureties as the work progres5`s, subject to all of the terms of the Contract Documents. � � L.� /' a � In case the �ureties do not, within the hereina'oove speciFied time, exercise their right and o�otion to •3ssume t'ne ccntract responsiUilities, or that oortion thereoF which t�ze Owner has ordered by the Contracto.r to discontinue, then thz Owner shall have the power to complete, by contract or otherwis�, as it may determine, the work herein described or such part th`reof as it may dzem necessary, and the Contractor her?co agr�es that the Owner shall have th� right to take poss2ssion oF an3 use any mate.rials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor f�r the purpose of carrying on the work and to nrocure other tools, equipment, materials, la'por and oro�oerty for tne co�npletion of the work, and to c'narge to t'ne account of tr�e Contract�r oF said contract expense for labor, matPrials, tools, equipment, and all expenses incidPntal thereto. The expense so c'narged shall be deducted by the Own�r from sucn monies as may be due or may become due at any time t�ierea�t�r to t'ne Contractor undPr_ and by virtue of the Contract ar any �art tn�reof. T'nP Owner shall not be r�quir�d to obtain the lowest bi�� for ti�e work completing the contract, but tne `xp2nse to be deducted shall be t:�e actual cost of the owner �f suc'n work. In case such ex�enses shall excee3 th� amount wnich would hav� 's�een payable under the Contract i� th.� same had been compl:��ed '�y the Cont.ractor, then tne Con�.ractor and his �ureties sha�l oay the amount of suc'n exc�s� to the City on notic� �ro,n th� Owner oE the excess due. Wnen any particulnr p�r� ��E t'ne w�rk is being carried on by the Owner 'oy contract �r ot;i:rwis� under the provisions of this s�c?�ion, t'�e Contractor shall continue ti�e remainder of the wcc'�c in conformi�y wi_t1i the terms oi the Contract D�cum?nts ac�d i� such a,�nanner as to no� hi�der or interfere with perf:�rmance oE ti�� wor�. by tize Owner. �7-7.15 FULFILLMENT OF CONTRACT: The Contract will be �'" considared as having been fulf itled, �av� as or�•�id�c� in any , 'oond or �onds or by law, when atl t'ne worr a.1�3 �11 s�ctions �r parts of tne �rujecc cov��re�1 �y c�1P Co•z` cact D��car�ent� ,zav� �., C7-7 (9) �' been finished and comoleted, the final insoection made by the Engineer, and th? final acceptance and final payment madz by the Owner. C7-7.16 TERMINATIO� FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract �ay be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any sucn termin3tion shall be effected by mailing a notice oF termination to th� Contractor specifying the extent to which performancP of work under the contract is terminated, an3 the date upon which such termination becomes effective. R�ceipt of the notice shall be deemed conclusively presumPd 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 notic� of termination, and exc�pt as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under t�12 contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of �uch aortion of the work under thP contract as is not termina�?d; 3. tQrminate all �rders and subcontracts to the extent that they :�elate to the oerformanc� of work t�rminated by t:�� notice oE termin�tion; 4, transf�r title to th2 mann�r, at the if any, dir�c�.ed 'oy the Owner_ and times, and to the Engineer: deliver in t'n2 extent , C7-7 (10) Lr li �r L� 1 I� t �' a, the Ea�ricat�3 or un`abric�t�d �art5, wor{ in pro::ess, come�l�ted work, sup�oli�s and otner mat�ri31 nroduced as a part of, or acqui._�d in connection with the performance of, the work terminated by the notice of termination; and b, the compl?ted, or partially complPt�d plans, drawings, inEormati�n and oth�r property which, if the contract had been completed, would have been required to be furnished to the Owner.. 5, complete performance oF such par� oF the work as shall n�t hav� been terminated by the notice of termination; and 6. take such action as :nay be necessary, or as the Engine�r may ��irect, for the protection and preservation of the prooer�y related to its contract which is in the p�ssPssion of_ the Contractor and in which the Owner�has cr may acquire the r2st. r At a time not later than 30 days ai�er t:�e l termination date specified in the no�ice of termination, the Contractor may submit to the �` Engineer a list, certifie3 as t� quantity and guality, of any or all items of termination inventory not previously disposed of, exclusive of it�ms th� disposition o� whic?� has been 3ir�C�2d or ` authorized by the Engineer. �Iot later than 15 days ther��aft'r, the Owner shall accept title to S�1C�1 items pro=�ided, that the list submitted shall 'r�e ( subject to verification 'oy the Engineer upon � removal of thF� i tems or, if the i tems are s tor �d, within 45 days from tiie date of submission of tne ( list, and any necessary �djustments to correct tne list as submitted, shall be mad? prior to Final settlement. � C. TERMINATION CLAIM: Wi`hin '00 da��s ait�r noti�e of ter.mination, the Contrac�or sha11 suQmit his termina�ion ciaim t� the Ezgi-�eer in the L-orm and � with the certification ��rescri�ed by t�ie Engineer. - Unless one or more ext�nsions iz wri�irzg 3�,, granted by Lh� Own�r u�o� requ�st ��f �.i1� Contr�ctor, mad� iz writing within sucn o0-3ay L period or a�ithorized �xtension t�ereof, any and all s:ich clairns sh•�1t '�e conclusiveiy de�mt�;� w�i�.��d. l .. � C7-7 (11) � f � 1 � D. AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner inay agree upon D the whole or any part of the arnount 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 tize 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, prescri'r�ing the amount to be paid to the Contractor in the event of failure of the � Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, � restrict or otherwise determine or affect the a.mount or amounts which may be agreed upon t_o be � paid to the Contractor pursuant to this paragranh. E. FAILURE TO AGREE: In the ev2nt of the failure of � the Contractor and the Own�r to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of th� termination of wor;c � pursuant to this szction the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the � amounts determined. No amount shall be due for lost or anticipated profits. � F. DEDUCTIONS: In arriving at the amount due the � contractor under this section, th�re shall be deducted (a) all unliquidatzd advance or otner � payments on account ther�tofore made to the Contractor, applicable to the terminated po.rtion of this contract; (b) any claim which the Owner may have against the �ontractor in connection with tnis � contract; and (c) the agreed price for, or tne proceeds of sale of, any Materials, suppli�s or other things kept by the Contractor o.r so1d, pursuant to the provisions of this clause, an3 n�t � otherwise rec�ver�d 'by or credited to the Owner. G. ADJUSTMENT: If the termination 'ner�under be � ga.rtial, prior to the sz��Zement of the t�rininated portion oF this contract, the Contract�r may file with the Enaineer a request in writing F�r an � C7-7 (121 � , u equitable adjustment of the price or prices specified in the contract relating to the continued portion of the �ontract (the portion�not terminated by the notice of termination), such equitable adjustment as may be �greed upon shall be mad� in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. ` H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter 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 Amendment of Contract" or any other right which Owner may have for default �� or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES:� The Contractor shall be ��, responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their _ enforcement. l, The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and t' property from injury, including death, or damage in connection L with the work. � ' ' ' ' e � C7-7 (13) � � J PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT �� SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms � of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements [ used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. r� C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary �a protection of overhead, surf ace, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all �, other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in � a satisfactory condition for operation. ' C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for �F 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 compl�te and functional item as detailed in the � Special Contract Documents and/or Plans. r, CS-8.4 SCOPE OF PAYMENT: The i:ontractor shall receive and accept the compensation, as herein provided, in full payment ° for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all less and damage arising out of the �- nature of the worx or from the action of the elements, for any unforesee�i defects or obstructions which may arise or be r' encountered during the prosecution of the work at any time l. � C8-8 (1) 1 1 before its final acceptance by the Owner, (exceot a; provided � in paragraph C5-5.14) for a11 risks of whatever dnscription connected with the prosacution ef the work, for a11 �xpense � incurred by or ir. consequence oF suspension or discontinuanc� of such prosecution of the working operations as he�ein specified, or any and all infringements of patents, trademarks, copyrights, or otner leqal reservations, and for � completeing th� wor;c in an accepta'ole manner according to the terms of the Contract Documents. The payment of any curren� or partial estimate prior to fin31 '� acceptance of the work by the Owner shall in no way constitute an ac knowledgment of the acceptance of the work, materials, or � equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replacz at his own and proper expense any deFects or imperfections in th� � construction or in the strength or quality o:E the material used or equipment or machinery furnished in or about the � construction of the work und�r contract and its appurtenances, or any damage due or attributed to such defects, w�ich � def ects, imperfection, or damage shall hav� been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. � The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided �� herein. C8-8,5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of each month the Contracter shall submit to the � Engineer a statement showing an estimate of the val�se of the work done during the pr�vious month, or estimate p?riod under the Contract Documents. Not later than the lOth day of the � month the Engineer shall veri.fy such estimate, and if it is found to be acceptable and the value of work performed since the last pariial payment was made Pxceeds one hundred dollars ($100.00) in amount, 90� of such estimated sum will be paid to � the Contractor if the total contract amount is less than $400,000, or 95� of such estimate3 sum will be paid to the Contractor if the total contract amount is $400,000 or greater � within twenty-fivz (25? days aFt�r the regular estimate period. The City will have the option of preparing estimates on Forms furnished by the City. The partial estimate may include acceptable nonp�risha'le mat�rials dzlivered to the work which � are to be incorporat�d into tne wor;c as a oermanent part thereof, but w�ich at the the time of the estimate nave not been install�d, (such payment will be allowed on a basis of � 85� oF tne net invoice value thereof.) T�e Contr3ccor shall furnish the Engin�er such information as he may r�uuPst to aid � �8-8 ( 2 ) � �� ' (^ � M1 � him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and �11 partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acce�tance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the snecifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or i estimates may be held in abeyance if the performance of. the construction operations is not in accordance with the requirements of the Contract Documents. ,� f' L �' r� �.. � C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor_shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will withiri a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final paymnnt therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modificatior�s thereof shall have been completed and all requir�ments 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. Al1 prior estimates upon which payment has been made are subject to necessary corrections or r�visions in the final payment. C8-8 (3) ; The amcunt of the final es`imate, less previous payments and any sum that havP been deciuc�ed or retained under the provisions of ttie Contract Documents, will be paid to t'ne Contractor within 60 days after final accep�ance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as Furnished by the City, certifying that all versons, firms, associations, corporations, or otner organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. Th e making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owne.r 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 complete� project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-$.10 GENERAL GIIARANTY: Neither the final certificate of payment nor any provision in the Contract �ocume:�ts nor partial or entire occucancy or use of the preinis�s by the Owner shall constitute an acceptance of work not done in accordance witn the Contrac� Documents or rzliev2 the Contractor of liability in res�ect to any express warranties or responsibility for faulty materials or workmanship. The Contracter shall remedy any 3efec�s or 3amag?s in t�e work and C8-8 (4) � ' � pay for any damage to other work resulting therefrom which shall appear within a�eriod af one year from the date of final acceptance of the work unless a longer period is " specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the perFormance of the general �� guaranty as above outline. The Owner will give notice of observe3 defects with reasonable promptness. � C8-8.11 SUBSIDIARY WORK: Any and all work specifically l governed by documentary requiremen�s for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no t specific it�m for bid has been provid�d for in the Proposal, shall be considered as a subsidiary item of work, the cost o.f which shall be included in the orice bid in the Proposal, for j' each bid item. Surface restoration, rocx excavation and _ cleanup are general it2ms of work which fall in the category of subsidiary work. � C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in tr,e Proposal to establish .� unit prices for miscellaneous placement of material. These r materials shall be used only when directed by the Engineer, � depending on field conditions. Payment for miscellaneous placement of matzrial will be made for only that amount of j�r material used, measu.red to the nearest one-tenth unit. Payment for misc�llaneous placement of mataria� shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. � C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a �, copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and - annotated to sl�ow all changes made during the construction process. These shall be delivered to Engineer upon completion . of the work. J � ' u r� �8-8 � S � I!I �' �J u C� � LJ � L�J I �J SECTION C1 SUPPLEMENTARY CONDITIONS TO PART C L� 0 � LJ n � � �� , 0 L.i � SECTION C1: SUPPLEi�1ENTARY CO�'DITIONS TO PART C- GLNERAL COVDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the C� Contract and other provisions of the Contract Documents as indicated belo�v. Provisions ' �vhich are not so amended or supplemented remain in full force and affect. n l� B. C3-3.2 MNORITY BUSINESS EN�I'ERPRISE/`VO�N-OWNED BUSIVESS ENTERPRISE COMPLIANCE: PaQe C3-3 (1), should be deleted in its entirety and replaced �vith the followin�: 1� � C � � � � D Upon request, Contractor a�rees to provide to O�vner complete and accurate information regardin� actual �vork performed by a Minority Business Ente�rise (NIBE) and/or a `Voman 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 andJor WBE. The misrepresentation of facts (other than a ne�ligent misrepresentation) and/or the commission of fraud by the Contractor will be arounds for termination of the contract and/or initiatin� action under appropriate federal, state or local laws or ordinances relatin� to false statements; further, any such misrepresentation (other than a neQliQent misrepresentation) and/or commission of fraud will result in the ContractorybeinQ determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. C3-3.7 BONDS: Pa�e C3-3 (3), the paraaraph after subparagraph d. Change the para�raph to read as follows: "No sureties will be accepted by the o�vner �vhich are at the time in default or delinquent on any bonds or which are interested in any liti�ation a�ainst 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 reinsurance is required, the company �.vritina the reinsurance must be authorized, accredited or trusteed to do business in Texas." C8-8.5 PARTIAL ESTIvi 1ATES AND RETAL�IAGE: PaQe C8-8 (2), should be deleted in its entire[y and replaced with the follo�vin�: y � 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 �vork is in progress. The estimate shall be proceeded by the City on the lOth day and ?�th dav respectively. Estimates will be paid � �vithin 2� days follo�vin� the end of the estimate period, less the appropriate retainaQe as set out below. Partial pay estimates mav include acceptable nonperishable materials delivered to the �vork place which are to be incorporated into the �vork as a permanent Qpart thereof, but �vhich at thz time of the pa�� estimate have not been so installed. If such � Revision Released P�. 1 6/O�t/99 � materials are included within a pay estimate, payment shall be based upon 8�°Io of the net voice value thereof. The Contractor will furnish the EnQineer such information as may be reasonably requested to aid in the verification or the preparation of [he 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 execiition, retaina�e shall be five percent (S�Io). y E. F. G Contractor shall pay subcontractors in accord with the subcontract a�reement 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 para�raph is accomplished. It is understood that the partial pay estimates �vill be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered followinQ the discovery of the mistake in any previous estimate. Partial payment by Otivner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the riaht 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 Pi ISURANCE: PaQe C3-3 (5): Delete subpara�raph "a. COMPEI�'SATION INSURANCE" C3-3.11 INSURANCE: Paae C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR LNSURANCE AND BONDL�IG" 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 a�rees to indemnify City's enQineer and architect, and their personnel at the project site for Contractor's sole ne;lijence. In addition, Contractor covenants and aQrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and aaainst any and all claims or suits for property loss, property damaQe, personal injury, includin� death, arisin� out of, or alle�ed to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontrac[ors, licensees or invitees, whether or rzot anv sttch iizitcrv. dama�e or deatlz is caresed, in whole or ira part, bv the ne>liQe�tce or alle�ed ne�li�ence of Ow�ter, its officers. serva�its, or emplovees. Contractor likewise covenants and aQrees to indemnify and hold harmless the Owner from and aQainst any and all injuries to Owner's officers, servants and employees and any damaQe, loss or destruction to property of the Owner arisina from the performance of any of the terms and conditions of this Contract, whether or not anv srcch inircry or damaQe is caused in whole or i�a aart bv the ne�li�ertce or alleaed ne;li;ence of Owner, its officers, servants or emplovees.. Revision Released PJ. � 6/0=t/99 � lJ �' In the event Owner receives a written claim for damaQes against the Contrnctor or its subcontractors prior to final payment, final payment shall not be made unti] Contractor either (a) submits to O�vner satisfactory evidence thzt the claim has been settled and/or a � release from the claimant involved, or (b) provides O�vner wi[h a letter from Contractor's �p 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 �.F Worth public �vork from a Contractor a�ainst �vhom a claim for damaQes is outstandinQ as a result of �vork performed under a City Contract. y y ' n � �� 1 1 �� Revision Released P�, j � 6iQ4/99 � i �� LJ � I� � �RJ � u � 0 0 L�J �1_l I�� LJ f �J _ PART D SPECIAL CONDITIONS C a P'ART D - SPEC.IAL CONDITIONS � � � � � � � � ' � � � � i � � � D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 04/21/99 AWARDOF CONTRACT ....................................................................................... SC-3 SUBMISSION OF CONTRACT DOCUMENTS ....................................................... SC-3 GENERAL.............................................................................................................. SC-4 TAXEXEMPTIONS ................................................................................................ SC-5 PROJECT DESIGNATION ...., ................................................................................ SC-6 EQUAL- EMPLOYMENT PROVISIONS .......................................:........................... SC-6 PRE-CONSTRUCTION CONFERENCE .....................................................:...........SC-6 COORDINATION MEETINGS ................................................................................SC-6 PROJECT ABANDONMENT .................................................................................. SC-6 BREAKDOWN OF BID PROPOSAL .......................................................................SC-6 NOTUSED ............................................................................................................. SC-6 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW .........SC-6 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE...SC-9 CALENDARDAY .................................................................................................. SC-10 SUBSIDIARYWORK ............................................................................................SC-10 WAGERATES ..................................................................................................... SC-11 EASEMENTS AND PERMITS .............................................................................. SC-12 COORDINATION VVITH FORT WORTH WATER DEPARTMENT ....................... SC-12 DAMAGE TO PRIVATE PROPERTY ................................................................... SC-13 SHOPDRAWINGS ...................................................:...........................................SC-13 �CROSSING OF EXISTING UTILITIES ................................................................. SC-13 EXISTING UTItITIES AND IMPROVEMENTS.......... ............................................ SC-13 CONSTRUCTION TRAFFIC OVER PIPELINES ................................................... SC-14 TRAFFICCONTROL ............................................................................................ SC-14 PAYMENT............................................................................................................ SC-15 DELAYS............................................................................................................... SC-15 DETOURS............................................................................................................ SC-16 BARRICADES AND WARNING SIGNS ................................................................ SC-16 EXAMINATION OF SITE ....................................................................:................. SC-16 -ZONING COMPLIANCE ....................................................................................... SC-16 WATER FOR CONSTRUCTION .......................................................................... SC-16 WASTEMATERIAL .......................................................................t....................... SC-16 CLEANUP FOR FINAL ACCEPTANCE ................................................................ SC-16 PROPERTYACCESS ............:............................................................................. SC-16 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ......................... SC-16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .................... SC-16 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................ SC-17 SANITARY FACILITIES FOR WORKERS ............................................................ SC-18 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................... SC-18 RIGHTTO AUDIT .........................................................................��....................... SC-18 INCREASE OR DECREASE IN QUANTITIES ......................................................SC-19 CUTriNG OF CONCRETE ................................................................................... SC-19 PROJECT DESIGNATION SIGN .......................................................................... SC-19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SC-20 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SC-20 TYPE«C„ BACKFILL .............................................................�............................... SC-20 CRUSHED LIMESTONE BACKFILL ..................................................................... SC-21 2:27 CONCRETE ................................................................................................. SC-21 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-21 PAVEMENT REPAIR (E2-19) ...............................................................................SC-22 SC-1 nReleased June 1999 U . � PART D - SPECIAL CONDITIONS D-51 D-52 D-53 D-54 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 80.1 80.2- 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 80.12 80.13 80.14 D-81 D-82 D-83 D-84 D-85 D-86 04/21/99 TRENCH SAFETY SYSTEM' FOR WATER DEPARTMENT PROJECTS ONLY .. SC-23 SANITARY SEWER MANHOLES .........................................................................SC-24 SANITARY SEWER SERVICES ...........................................................................SC-27 NOTUSED ...........................................................................................................SC-27 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ......... SC-28 DETECTABLE WARNING TAPES .........................................f...:......................... SC-29 PIPECLEANING .................................................................................................. SC-30 � BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC-30 DISPOSAL OF SPOIUFILL MATERIAL ............................................................... SC-30 MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC-30 SUBSTITUTIONS................................................................................................. SC-30 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES.SC-31 VACUIJM TESTING OF SANITARY S�WER MANHOLES .................................. SC-34 BYPASSPUMPING ............................................................�.................................. SC-35 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-35 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-37 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTIO�N CONTROL .. SC-37 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................: SC-38 PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-39 SITERESTORATIOIV, .......................................................................................... SC-39 STANDARD PRODUCT LIST ............................................................................... SC-39 STATE REVOLVING FUND (SRF) REQUIREMENTS ........................................... SC-39 TOPSOIL, SODDING AND SEEDING .................................................................. SC-39 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-45 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... SC-45 EXCAVATION NEAR TREES .............................................................................. SC-45 CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC-46 CLAYDAM ........................................................................................................... SC-46 EXPLORATORY EXCAVATION (D-HOLE) .......................................................... SC-46 INSTALLATIOI�I OF WATER FACILITIES ........................................:.................:. SC-47 POLYVINYL (CHLORIDE PVC) WATER PIPE ..................................................... SC-47 BLOCKING........................................................................................................... SC-47 TYPEOF CASING PIPE ...................................................................................... SC-47 TIE-INS ....................................:..............................:......... ........................:.......... SC-47 CONNECTION OF EXISTING MAINS .................................................................. SC-47 VALVECUT-INS .................................................................................................. SC-48 WATERSERVICES ............................................................................................. SC-48 �2-INCH TEMPORARY SERVICE LINE ................................................................. SC-50 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ........................................... SC-51 ADJUST WATER VALVE BOXES ........................................................................SC-51 PURGING AND STERILIZATION OF WATER LINES_ ......................................... SC-51 WORK NEAR PRESSURE PLANE BOUNDARIES ..............................................SC-51 WATER SAMPLE STATION ................................................................................. SC-52 DUCTILE IRON AND GRAY IRON FITTINGS ....................................................:.SC-52 SPRINKLING FOR DUST CONTROL .................................................................. SC-53 DEWATERING..................................................................................................... SC-53 TRENCH EXCAVATION FOR DEEP TRENCHES ..:............................................SC-53 TREEPRUNING ..........................................................................................,.....y. SC-53 TREEREMOVAL .............................................. :............................:..................... SC-54 TESTHOLES ...................................................................................................... SC-54 SC-2 Released June 1999 NHf-� t U- SF't(�tHL C:C�NUI I IUNS aFOR: Main C1 C46 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 2), Part 8, Units 1, 2& 3 a Water Project No. PW53-060530175560 (Section A) Sewer Project No. PS46-070460410230 (Section B) DOE Project No. 2473, 2692 and 2794 � D-1 AWARD OF CONTRACT: 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. Award, if made, shall be to the responsive low bidder. D The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder � for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on a 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. aD-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract � documents to the Department of Engineering within ten (10) working days after notification by the City. � A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) Qcalendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. � Per City ordinance 11923, the contractor(s) shall submit the letters of intent �r a copy of the agreements with the approved M/W BE 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 NUWBE 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 allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. DAdditional submittals at time of pre-construction meeting shall include (but not limited to): Contractors Work Plan and Schedule � Disposal Site for Waste Material Information o4i2vss SC-3 � Released June 1999 t-'HK I U- 5t-'tI�IHL I�ViVUI I IUIVS 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 completion time period stipulated in the proposal section. ' determined by the The pre-construction conference is intended as a forum between the contractor and . the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and tirrie on the project will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govern over •any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to ~faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by �the City.Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without 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 Contract" above. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest re�isions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as -specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. oai2vss SC-4 Released June 1999 � PART D - SPECIAL CONDITIONS � � � ' � � � � � � � � � � � � � � 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 2. STANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION - NORTH CENTRALTEXAS 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 execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is. the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed �, at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided 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 �he proposal opening time, no further consideration will be given to the proposal. oa�2vss Re/eased June 1999 SC-5 J � PART D - SPECIAL CONQITIONS D-4 TAX EXEMPTIONS: This �ontract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August� 15, 1991. All such taxes 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 D'ESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Water Project No. PW53-060530175560 (Section A), Sewer Proj�ct No. PS46-070460410230 (Section B). 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 require� notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held vuith 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 shalf submit a schedule of operations at the pre-construction confierence. D-8 COORDINATION MEETfNGS: For coordination purposes, weekly meetings at ttie job site may be required to maintain the project on the desired schedufe. 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: 11'Uhen requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 NOT USED D-12 CONTRACTOR COMPLIANCE W1TH•WORKER'S COMPEIVSATION LAW: A. Definitions: 'f . Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory�workers' compensation insurance coverage for the person's or entity's empl.oyees providing services on a project, for the duration of the project. 04/21/99 Released June 1999 SC-6 � � � � L��., � � L � L! � � � lJ � � � �, � PART D - SPECIAL CONDITIONS 0 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. u I■ �II � 3. Persons providing services on the project ("subcontractor" in §�406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and � payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor 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-begiqAing work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 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 04/21/99 Refeased June i999 SC-7 PART D - SPECIAL CONDITIONS services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas . Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage. is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and proYide 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 a�l 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, withiri 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 insurance carrier o�, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. � 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the 04/21/99 SC-8 Re/easeZl June 1999 I'AH [ U�- SF'tGIAL GONDITIONS � I�I � I� � I'� � 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 cioes not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point, bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker ,population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardles�, 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". j""� D-13� MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In [,� accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. � The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of �the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. �J � � l� I�! u I� � 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 (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 th�n three years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's NUWBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. aai2��ss SC-9 Released June 1999 t'HH 1 U- SrtC.:IHL C�UNUI I IUNS Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/V1/BE 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 avtiard 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/W BE 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 charSge order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/VVBE 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. Failurs 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 shall provide the M/WBE Office with documentation to�reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 04/21/99 SC-10 Released June 1999 PART D - SPECIAL CONDITIONS � � ! �J I�I � L�J L�J � D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. , D-16 11VAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accardance wiih statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project couered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) n CITY OF FORT WORTH u HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 l�J l� � I�� u � I�l CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching P1ant W eigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber - Electrician Flagger Form Builder (STRS) CLASSIFICATION RATE $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 RATE. CLASSIFICATION Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility . Mechanic Oiler Servicer Piledriver Pipelayer Blaster CLASSIFICATION POWER EQUIPMENT OPERATOR� Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 04/21/99 SC-11 Posthole Drilfer Operator Roller, Steel Wheel (Plant-Mix Pavements) RATE $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 RATE $9.000 $8.339 aReleased June 1999 PART D - SPECIAL CONDITIONS Bulldozer, 1�0 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Fioat $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 'h cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 �h cy & Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 �h CY or Less) $8.823 Front Ent Loader (Over 2 �/2 .CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) ' $10.3�6 Motor Grader Operator . $9.891 Pavement Marking Machine $6.402 Roller, Steel Wheei (Flatwheel or Tamping) Roller, Pneumatic Self-Pro Scraper - 17 CY & Less Scraper - Over 17 CY Side Boom � Tractor - Crawler Type (150 HP & Less) Tractor - Crawler �ype (Over 150 HP) Tractor - Pneumatic Traveling Mixer Trenching Machine - Light Trenching Machine - Heavy Wagon-Drill, Boring Machin Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structural) Steel Worker - Structural Sign Erector Spreader Box Operator Barricade Servicer Zone Wk Mounted Sign Installer (Permanent Ground) Truck Driver - Single Axle (Light) Truck Driver - Single Axle (Heavy) Truck Driver - Tandem Axle (Semi-Trailer) Truck Driver - Lowboy/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator Welder $7.963 $7.403 $8.138 $8.205 $7.793 0 $8.448 $8.873 $7.735 $7.615 $8.188 $12.498 e $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 $1 �.459 D-17 EASEMENTS AND PERMITS: The performance of this contract �requires certain temporary construction and/or right-of-entry agreements 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 oa�riss SC-12 Released June 1999 � �L! 1 �I � 1 !�J ��I u � LJ � LJ I�I � � � L�J � �1 . PART D - SPECIAL CONDITIQNS I�I LJ E�! � '� !�1 the agreement terms along with any sp�cial conditions that may have been imposed on these agreements, by the property owners. �he easements and/or private property shall be cleaned up after use and�restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. 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 PRlVATE 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 p for general conformance with the desigrr concept of the project and general compliance with information given in the General Contrac# Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and � specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of � submittals, by the Contractor, is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation � methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be � responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the � submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. � � � � I� Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication. for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosse"s over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water oai2riss Re/eased June 1999 SC-13 � PART D - SPECIAL CONDITIONS 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 incl.uded in the linear foot price of the appropriate bid i�em. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and al� 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 terf�porary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION•WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cboperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. 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 iimits 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 p{ans 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 ai 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 ca,pacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both t�ie new line and the existing lines from oai2��ss SC-14 Released June 1999 l�l �I !'� ; � I ��l LJ � �! � LJ � � � LJ � �� 11 0 L■J I� � J � PART D - SPECIAL CONDITiONS 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 damaqe 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 may elect to provide additional protection of ttie 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. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 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 Maintenance Work Areas. � The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works � Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be � installed prior to the removal of the permanent sign. If the temporary sig� is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that � the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. � L■J L�! � � u � 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. Th`e 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 traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of locaiion. 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. oai2�iss Re/eased June 1999 SC-15 � �PART D - SPECIAL CONDITIONS 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 S1GNS: Barricades, warning and detoiar signs shall conform to the Standard Specifications "Barriers and Warning" and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditio,ns 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 removeci. Proper consideration sliould 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 ttie Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All wasie material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner� as to present a neat appearance and to not obstruct proper 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 completion of construction before the roadway, right-of-way, or easement is cleaned up to th� satisfaction of the Engineer. $tie Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its rep,resentative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, 04/21/99 SC-16 Released June 1999 L�J L !�' � � LJ � � � C L`f � � � LJ I �'� L�J � � ':�J � J PART Q - SPECIAL CONDITIONS and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. � D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule, outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: a1. A warning sign not les� than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. a The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." � � � ��1 L■J L�J � !� LJ u '�J 2. Equipment that may be operated within ten feet of high voltag� 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 vo�e lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part• of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and aris�ing out of or by reason of service, 04/21/99 SC-1 % Released June 1999 � PART D - SPECIAL CONDITIONS covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owrters of the units and lois 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 final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has� been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a. release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may reco'mmend 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 result 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 direc�ed to the requirements of 'Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. 04/21/99 Released June 1999 SC-18 �. � � �� II � � ,1+, � C � � I� � �� u L71 I sl U �ART D - SPECfAL CONDITIONS IJ � [�J lJ � 1�1 � � � .LJ u D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shali, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of infended 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 paymenf 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 s�bcontractor facilities, and shall be provided .adequate and appropriate wdrk space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended . audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate: It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished undet 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 on the portion of work above 125% of the quantity in the contract. �J L#J � � � � When the quantity of the work to be done or materials to be furnished under any pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shalf not apply in the event Owner deletes a pay item in 'its entirety from this contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, oaizvss SC-19 Released June 1999 PART D - SPEGIAL �ONDITIONS mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, fubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law � or by ordinance. The Director of Department of Engineering will direct the form in whicli the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and' the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUTTING O� CONCRETE: When existing concrete is�cut, such cuts shall be made with a concrete saw. All sawing sh�ll be subsidiary ta the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is •being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The inform�tion box shall have the following information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing'of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. 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, �uch sidewalks and/or driveways shall be completety replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At�locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. oai2vss SC-20 Released June 1999 rHH t u- �rc�iH� �vivui i i�tv5 � � � u � LJ � LJ � L� � D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless�of the actual amount used for the project. D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8." Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. 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 CONCRETE: 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. �' 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. u u � � A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support tbe pipe with an improved trench bottom. The expense of such remedial measures shall be .entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary 04/21/99 Released June 1999 SC-21 t'Ht� 1 U- JI-'CI�IHL I.,VIVUI"I IVkVJ construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedmen� 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.1. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and' must include representative samples of soils in all involved areas, with a map showing the location. and depth of the various test holes. If excavated material is obviously granular in nature, containing little .or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional'requir�ements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be� obtained from an approved source .and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following,gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Treriches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mecFianical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and fhe operation can be performeci without damage to the installec3 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 th,e backfill material to meet the sfandards 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 two (2) foot �rertical intervals beginning at a level two (2) feet above the top of the irastalled pipe and continuing to the top of the completed backfill at intervals �along the trench not to 04/21/99 Released June 1999 SC-22 L! J � � �� II LJ � LJ l �! � �,+� L1I L►J L�J �� L'�J � i�I U P�ART D - SPECIAL CONDITIONS � �� 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. � � n 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 (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, � thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. a All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished ,street surface. This finished grade shall be n maintained in a serviceable condition until the paving has been replaced. All residential �� driveways shall be accessible at night and over weekends. (�j 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 pavemeRt repair will not hold up if such strip of existing pavement is two (2) feet or less in width. � C �J 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) working days, providin� 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. I �� 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: L�J � L�J � A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby oa�zriss � SC-23 Released June 1999 � PART D - SPECIAL CONDITIONS made a part of this specification and shall be the minimum governing requirements for trench safety. ' C.' DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the•width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that.are inclined away from the excavation. 4. SHfELD 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 portabfe and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure su�h as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertical, rails, (uprights�, horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems�shall be based on the linear foot amount of trench depth greater than five (5) feet. E: PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of, trench safety systems. D-52 SANITARY SEWER MANHOLES: 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 oarz�iss Released June 1999 SG24 �! LJ � � 'L� L Lf' L C a C ��J �� i� �� L� �J � L� PART D - SPECIAL CONDITfONS Fort Worth Water Department Standard E100-4 and shail be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall � shall be sealed on the outside sealant. The, lift hole shall be cement grout. l�J � � � ! �J � � �� be plugged with a pre-cast concrete plug. The lift hole of the manhole with Ram-Nek or an approved equal sealed on the inside of the manhole with quick setting 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimurn of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole fr�mes 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. Lo'�king manhole lids and frames will be restricted to Iocations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where lockir�g lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone. manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. aa4�„99 This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or, cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing SC-25 � Released June 1999 PART D - SPECIAL �CONDITIONS regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. ' 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. • Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is 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 w�lls 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. 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 Engineer may be used to obtain final surface elevation of the manhole frame. 04/21/99 Released June 1999 SC-26 � L�� J LJ � L�J L� 1 � LJ � LJ I��I ��) � �! � I �. �I L�_1 I �J t�'HH t U- Sr'CI�IHL C�UtVUI I IC.lIVS LJ L�J � C�J L� �� i LJ In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting wiil conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The pric� bid for new manhole installations shall include all labor, equipment, and materials necessary' for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of �new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. � The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. u � D a � u � � Payment for conc�ete 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 desccibed in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active seVver taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order �that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall �be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers beang rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for 04/21/99 Re/eased June 1999 SG27 t'HI-i k U- Jt�'tI�IHL I,VIVUI I IC�NS 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 #he 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 insta(led 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 rrjaterial involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department �warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with' Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to 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 6y the Contractor in accordance with Section E2-1.5 Salvaging of Materials.� The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved .by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 04/21/99 Re/eased June 1999 SC-28 � � � LJ � L'�J � � L�J u L' � i' ;�. �� LJ �*J L�! 0 L� L�! � � � � L�� !�1 'J � � ��l P'ART D� - SPECIAL CONDITIONS D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault; the vault shall be demolished in place to a point no less than 18" below final grade. � E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have �top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. � G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering 4r 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 sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full 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. !. 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 U 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 Qincluded 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 dispase of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. � � 04/21/99 � Released June 1999 SC-29 � PART D - SPECIAL CONDITIONS K. PAYMENT: Payment for all work and material invoived in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 1'6 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable undergrbund utility warning tapes which can be located fr:om the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2�/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tvpe of Ufilitv Color Code Water Sewer Safety Blue Safety Green Leqends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, 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 P1PE 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 deterrtmined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must o4i2 vss S C-30 Released June 1999 �� L�� L�J LJ LJ L!J � � l �J �� ,��1 � � � � LJ rHrt ► u - SNtc;IA� �UNDITIONS � � ��J � � L� f�! � L�l I� 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 noiifiication by the Director of Engineering Department, Coniractor shall remove the spoil/fill material at its expense and dispose of such materiafs 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 r�echanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as �the representative of the City, shall be the sole judge of the acceptabifity of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to al4 sectiorts of these specifications. � D-62 PRE-CONSTRUCTION TELEVISlON INSPECTION OF SANITARY SEWER � a � � � � Q 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 ofi cleaning equipment. 1. HIGH VELOCfTY JET 3(HYDROCLEANING) EQUIPMENT: The high-veiocity sewer line cleaning equipment sha11 be constructed for easy and safe operation. The equipment sha{4 also have a selection of two or more high-velocity nozzles. The nozz{es shall be capab4e of producing a scouring action from 15 to 45 degrees in al! size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capalile of producing flows from a fine spray to a solid stream. The equipment shall carry its owh water tank, auxiliary engines, pumps, and hydraulically driven hose reel. 04/21/99 Re�eased June 1999 SG31 t'f-il-i t U- Jt'CI�IHL I�VIVUI I IVIVJ Hydraulically Propelled Equipment shali .be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal �of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the .sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleariing again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the er�tire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from •the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rocic, 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 m�nhole section to manhole section, which could cause line stoppages, a�cumulations 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 rerrioved 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 allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipmentshall be removed and no payment will be made for an unsatisfactory�inspection. 04/21/99 Released June 1999 SC-32 LJ � �J i �,I ��] �i I�I � Ij � L [ RJ � � �� t �J � L;J t�AH [ U - SPECIAL CONDITIONS � � � � B. EXECUTION: 1. TELEVISION INSPECTION: The camera shail be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The imaortance 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. a 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. �, � � u � 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 returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. Ooai2vss � Released June 1999 SC-33 t-'Ht-{ I� U- 5i-'tC�IHL C:UNUI I IUNS If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payr-nent 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 riotified 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 P�RE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of �the tapes by the Engineer including collection and removal, transportation and disposal of sand and:debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and �the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidentalKto TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. A(I 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: oaizvss Released June 1999 SC-34 L�J ��J � L�J � L!J � � � � � � `�1 � �� L�� L�'J �' U a U D � O � a � � � D � � a � � � � RART D - SPECIAL CONDITIONS 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. 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 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: 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' 40 sec. . 52 sec. 18' 20' 22' 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec, 59 sec. 65 sec. 24' 26' 28' 30' For Each Additional 2' 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 satisfacto�y 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 04/21/99 Released June 1999 SC-35 . Q PART Q - SPECIAL CONDITIONS be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: � TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices �that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The imqortance 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 entsred 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. 04/21/99 Released June 1999 SC-36 � �'� �� L�! � � LJ t�J � � LJ � � � i� LJ L �J � ��J � 0 � C�� ART D - SPECIAL CONDITION�S 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 Contrac�or and will clearly show the: location in relation to an adjacent manhole of each seweX 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 tapes are of such poor qualitv that the Enqineer 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�qood tape 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 televisir�g 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. � � � �� f�l D. PAYMENT OF POST-CONSTRUCTION TELEVISIQN INSPECTION OF SANfTARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television i�spectio� shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping � required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. QD-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 04/21/99 Released June 1999 SC-37 0 RART D - �PECIAL CONDITIONS Portland cement concrete to be used, �nd gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the city,at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rate� as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. � D. Not less than 24 hours notice shall be provided to the City by the requiring testing. The Contractor shall provide access and trench for the site to be tested, and any work effort invo#ved is deemed 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 s�il erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of fhe contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct•the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams; sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with' permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures� 04/21/99 Released June 1999 � � � L�� L;l Contractor for operations safety system (if required) � to be included in the unit SC-38 � i�l � J� � � I �� C LJ � � � � � � ��' �,�� MAH t U- SNt(�IAL (:UNUI I IUN� 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: 2. 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. 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 a 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 D night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. L�J l■1 � 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 pric�r to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operatiotis 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. a 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 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 considered responsive. Products and processes listed in the "City of Fort Worth Standard � Product List, shall be considered to meet City of Fort Worth minimum technical requirements. � L. o4i2riss SC-39 ReleasedJune i999 PART D - SPECIAL CONDITIONS D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance � ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING the City of Fort Worth Parks Sodding and Seeding. 1. TOPSOIL u D D � � � AND SEEDING: This item shall be performed in accordance with � and Community Services Department Specifications for Topsoil, DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to suppl�ment material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted'depth of topsoil parkways. Acceptable material for "Topsoil" shall be subsidiary to the price of sodding or seeding. 2 SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during fhe dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system af dense, thickly matted roots throughout a two (2) inch minimum thickness of native soif attach�d to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thPckly matted roots throughout a one (1) inch minimum thickness of native soil attached to tfie roots. 04/21/99 Released June 1999 SC-40 � � L�J ��l � � L�J � � � ;`�� F'AH I U- SF't(�IAL C�UNUI � IUNS � � 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. � ' 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 the contract, sodding of the type specified shall be performed in accordance with the � requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding I�I [�� L�J � �I u � � Furrows parallel to #he curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more tfian one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen. (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or stope of the surface or nature of the soil, shall,. upon direction of �he Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread ., uniformly over the adjacent areas or disposed of as directed by the�Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and a shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the pro}ect by the City of Fort Worth. � 3. SEEDING 04/21/99 � Released June 1999 SC-41 rHrt t u-�rc�iH� �v�vui i ic��v5 DESCRIPTION: "Seeding" wiil consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: � ' a. General. All seed used must carry a Texas T,esting Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: a Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Puri 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 Clay or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (�II Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalogras`s .40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) 04/21/99 Dates (All Sectionsl SC-42 Released June 1999 L� u I� PART D - SPECIAL GONDITIONS Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 100 � u � 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. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. 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. �', � � � � � � � � � f � 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 rriethods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded-shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the cQntour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate� required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, 04/21/99 Released June 1999 SC-43 PART D - SPECIAL CONDITIONS the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure unifdrm moisture from the surface to a minimum of six (6) inches in depth. 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 confor'm to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED W1TH CQOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be �ble to cut through the turf and achieve adequate soil penetration. '` Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer� shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work stiall meet the approval of the Engineer. .; . 04/21/99 SC-44 Re/eased June 1999 t'AH t U- St'tC�IHL C:C,,�NUI i lUNS � 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". �� 1�1 � '!�J � � � MEASUREMENT: Topsoil secured from borrow sources will be measu'red 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. Acceptable material for "Topsoil" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incicientals necessary to supply, transport, stocicpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit � price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, � labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. L■J L�J The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered � subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to � implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined a spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. � oa�vss aRe/eased June i999 SC-45 rHK � u-�rc�iH� �vivui i iviv� D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The ins�pector 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. 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time'of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITION,S. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All �such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. � -�. Any and all trees located within the equipment operating are� at each work site shall, at the direction of the Engineer, be protected by erecting a�"snow fence" along the drip line or edge of the tree r.00t system between tree and the construction area. 3. Contractor shall inspect each work site in advance= and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner.= 4. Nothing shall be stored over th�e tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. � f�J I�I'll � L�J � �'� �'' f�1 L�J L�J �II L!�J I �f 7. Except in areas where Jclearing is allowed, all trees up to 8" in diameter damaged during � construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to � ensure utilization of the best agricultural practices and procedures. 04/21/99 SC-46 �I', Released June 1999 � u F�ART D - SPECIAL CONDITIONS U 9. Short tunneling shail 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 j� installation shall be pressure grouted. �� D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement�of sewers shall be � paid for at the Contract Unit Price per linear foot of concrete encasement' as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. I�? � � � I�I � u I� 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 percolatior� through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed el�vations of existing conflicting utilities) to the City prior to the.start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). � Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field � surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. aD-80 INSTALLATION OF WATER FACILlT1ES � D � 04/21/99 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, � bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). SC-47 � Released June 1999 PART D - SPECIAL CONDITIONS 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves sh'all 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 G200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and 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 weJds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers �centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by 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-lns: 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 eicisting line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall deter•mine 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- 04/21/99 Released June 1999 SC-48 � � � I� � LJ � ! �J �� LJ � !R �, �rl I�� l �J � �� l'AH 1 U- SP�GIAL GONDITIONS � � u I�! f�! � L�J 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- GENEfiAL 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 ti�e 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 inrith 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 tlie plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. � All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured a . service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. � � a � � � 04/21/99 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 re�laced 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. SC-49 � Released June 1999 C�HI-i t U- Jt'CI.rIHL I�VIVUI I IVIVJ 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 contracfor 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 v�ings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within. the 5 foot area shall be subsidiary to the service installation. . Payment for all work and materials such as tap saddle (if required), 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 e�istin.g service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjuststhe. existing water service line as required for reconnection and furnish a new tap witfi corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5� feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and mefer 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 yand 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 �opper service line. : 4. 04/21/99 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 `rneter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. NEW SERVICE: When new services are requir`ed the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. SG50 Released June i999 t'HH ! U- St'tC:IH� LUNUI I� IUNS ,� � l�l u L�J i� � Payment for ali work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. ' Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approyed 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 D 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. � I �J � L�J � 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 shalF- be installed in accordarice 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 tw�-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. l�pon 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 n dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor uto determine the length of temporary service allowed, number of service taps and number of feed points. � 04/21/99 � Released June 1999 SC-51 t`HI-t 1 Ll - Jt'tI�WL I�VIVUI I(VIVS o4i2vss 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. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. Th� �water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation _#or 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 Sp.ecifications 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 ap�ropriately 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 sfiall 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: SC-52 u L�J � � j� � � L:�J � � �� LJ '•J � � LJ Re/eased June 1999 � NHH l U- SNtLIHL C�UNUI I IUN� � GENERAL: � All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure� 33 unless otherwise directed by the Engineer. � The appropriate water sampling station will be furnished to the Coritractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. L�! � � � � !�! I� PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete-� and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, rriodification 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: ' �J � � 'J � � i] � Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: � E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessarX for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL: o4i2�iss SC-53 Re/eased June 1999 I-'HI-t t V- JI�'Ct�IHL lrVlVUI i IVIVJ 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 ope�rations. 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 ineurred 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. Contr�ctor 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. � C • D REFERENCES: National Arborist Association's "Pruning Standards for Shade.Trees". ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner 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. ROOT PRUNING 1. Survey and stake focation of root pruning trenches as shown on drawings. o4i2vss SG54 5 Reteased June 1999 � � � a a. � E. D F. � L L�J � D � � � � LJ � NAH ! U - SF't(.GIAL (�UNDITIONS 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 tfie trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. MULCHING: Apply 2-inches to 4-inches of wood chips from trfmming or clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution � shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsid'iary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility.of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings haye 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. o4i2�iss SC-55 Released June 1999 t'Ht-t t V- JtJtI�IHL IrVIVUI I IUNJ � The cost of ail rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. 04/21/99 Released June 1999 SC-56 � � L1 f�J � �'. � CJ � � PART DA ADDITIONAL SPECIAL CONDITIONS � L,I 0 � � � � � u PART DA - ADDITIDNAL SPECIAL CONDITIONS l�l � DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE .............................................OMITTED DA-2 PIPELINE REHABILITATION PI,P,E ENLARGEMENT SYSTEM .................................OMITTED DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ............................................. OMITTED _ � � DA-4 SLIPLINING ............................................................................................................... OMITTED � � � � LJ C�� C� u u � � CI � L�J DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ........................................................... ASG3 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ................................................ ASC-6 DA-7 PROTECTIVE MANHOLE COATING FOR CORRQSION PROTECTIO�1............,.... OMITTED DA-8 MANHOLE REHABILITATION ITEMS ....................................................................... OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................... OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ................ OMITTED DA-11 INTERIOR MANHOLE COATING = QUADEX SYSTEM ............................................. OMITTED DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ..................................... OMITfED DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM .................................. OMITTED DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER... OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM .....................................OMITTED DA-16 RIGID FIBERGLASS MANHOLE LINERS ................................:................................. OMITTED DA-17 PVC LINED CONCRETE WALL.RECONSTRUCTION ...............:.............................. OMITTED DA-18 PRESSURE GROUTING ........................................................................................... OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES ............................................. OMITTED DA-20 FIBERGLASS MANHOLES ........................................................................................ OMITfED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES .................... OMITTED DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ................................................ ASC-9 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ...................................................... ASC-10 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................ OMITTED DA-25 GRADED CRUSHED STONES ..................................�................................................ OMITTED ASC-1 � September 1999 Version r/�►rt � uA — Auui 1 IVNAL 51'tC:IAL (�UNUI I IUNS 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) .................................................... OMITTED DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................ OMITTED DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................... OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP .............................................................. OMITTED DA-32 8" PAVEMENT PULVERIZATION .............................................................................. OMITTED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY�CUT) ....... .................... ASC=10 DA-34 RAISED PAVEMENT MARKERS ............................................................................... OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMlTTED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ....... OMITTED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC .....................:.........................................OMiTTED DA-38 CONCRETE PIPE FITTINGS AND SPECIALS ..........................................................OMIl'TED DA-39 PIPE INSTALLED BY SHORT BORE ........................................................................... ASC-12 DA-40 SANITARY SEWER POINT REPAIR ............................................................................ ASC-14 a � ASC-2 September 1999 Version PART DA - ADDITIONAL SPECIAL CONDITIONS L!J � � L�J l�l DA-1 PIPELINE REHABlLITATION CURED-IN-PLACE PIPE: - OMITTED DA-2 PIPE ENLARGEMENT SYSTEM: - OMITTED DA-3 FOLD AND FORM PIPE: - OMITTED DA-4 SLIPLINING: - OMITTED DA-5 PIPE lNSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. Q � � B. � U � a a C. � � 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department,�the Texas Department of Transportation, or railroad company, as applicable. MATERIALS: �. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. b. c. d. � 3. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Sewer Pipe withou# Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. � 4. � Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under fiighways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation bf the ASC-3 � Septembe� 1999 Version t'HI-i 1 UH - HUUI I IVIVHL 5F't(:IHL (�UNUI 1 IVNS 2. 3. � railroad, street, highway, or oiher facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. Pits and Trenches: a. If #he grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b.� . The location of the pit shall meet the approval of the Engineer. c. The pits of trenches backfilled immediately been completed. excavated to facilitate these operations shall be after the casing and carrier pipe installation has Boring and Jacking Steel �Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. �The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centeriine of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to `the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cutting�of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. Installation of Carrier-Pipe in Casing: 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. ASC-4 � � L�J (� LJ � f � � �� L�l � �� CJ September 1999 Version � PART DA - ADDITIONAL SPECIAL CONDITIONS LJ u b. All skids shail 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 casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. u �� J Q 5. �J '!1 �'� u [!J � � L�J L�l d. At all bored, jacked, or tunneled installations, the annular ,space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as requir.ed and directed by the Engineer sewer shall be constructed of, bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the con#ractor shall provide a casing pipe if,necessary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By,Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soif, the size of the proposed pipe, or th� use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. a. When tunneling is permitted, the lining of the tunneE shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The° tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. L7 The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. ASC-5 � September 1999 Version 1'Ali I UA - AUUI I IVNAL 5F'tGIAL CONDITIONS c. Access holes for placing concrete shall be space at maximum intervals of a 10 feet. D. MEASUREMENT AND PAYMENT: Installation of• pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made. between the ends of the pipe along the central axis as installed. Tfie work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all ' labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA-6 SERVICE LlNE P01NT REPAIR / CLEANOUT REPAIR A. GENERAL: The work covered by this item co�sists of furnishing all labor, material, equipment, supervision, etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point repairs on arivate propertv shall onlv be addressed after the Contractor has received written permission from the aroqertv owner to do the work. A blank Right-of-Entry Agreement form to be completed by the Contractor and the individual property owners is included at the end of this section. The Contractor shall keep a record copy of all Right- of-Entry forms obtained and have it on hand at all times during construction. Q C The street addresses and approximate location of service line repairs are shown in Table _ and the Field Survey Forms in Attachment _. It shall be the Contractors responsibility to accurately field locate the exact point of repair. MATERIALS: The pipe replacement maierial �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 water tight. EXECUTION: After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shall be three (3) feet. All work shall be performed bv a licensed plumber. Determine whether additional lengtf�s of line beyond "minimum length" criteria need replacement. Report need =fior 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 tin� grade. � C L�J � L+J � � � L�J u � LJ � � � L�J ASC-6 September 1999 Version � � U Q � � � � � � � � L� F'AH 1 UA - AUUI I IUNAL SPECIAL CONDITIONS 3. Numerous service line point repairs along with lateral line point repairs and obstruction removals are Ivcated 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 �re 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 Repair". Y 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 elbovu� 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. a 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. ��! �'J 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. L�J ASC-7 aSeptember 1999 Version PART DA - ADDITIONAL SPECIAL CONDITIONS c. Excavation �� 1) The Contractor shall submit shop drawings on all materials and ' equipment to be installed. ,, 2) The Contractor is responsible for obtaining right of entry from the � property owners prior to performing any work. Property owners should be notified 48 hours in advance of any work on their property. 3) The Contractor shall restore any disturbed surface to its original or better condition at no separate pay. D. MEASUREMENT AND PAYMENT: Payment for service line point repair shall be on a unit price basis for each repair � performed on all sizes of service lines for the respective depths. The 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". F� � 2. Measurements for 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. 5. Depth of Bury is to be measured from Natural Ground Level to the Flow 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 Backfill 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. . . .� � September 1999 Version � i. PART DA - ADDlTIONAL SPECIAL CONDITIONS � � L�J �� r i� � L�J '�J DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: - OMITTED DA-8 MANHOLE REHABILITATION: - OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABiLITATION: - OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: - OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: - OMITTED DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: - OMITTED DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: - OMITTED DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER: - OMITTED DA-16 RIGID FIBERGLASS MANHOLE LINERS: - OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM: - OMITTED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION: - OMITTED DA-18 PRESSURE GROUTING: - OMITTED DA-19 VACUUM TESTING OF REHABIL�TATED MANHOLES: - OMITTED DA-20 FIBERGLASS MANHOLES: - OMITTED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: - OMITTED DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: (� Contractor shall replace all damaged existing curb and gutter, as designated by the Construction U Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard Gity Specifications. Pay limits for laydown curb and gutter are a 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 Q system, etc. damaged during construction shall be replaced with same or better at no cost to the City. a 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. � ASC-9 � September 1999 Version t'AK 1 UA - AUUI I IVIVAL 51'tC:IAL (.:UNUI I IVNS The unit price bid per linearfoot 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 co�crete driveway� are as shown in Drawing N.o. 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: - OMITTED DA-25 GRADED CRUSHED STONES: - OMITTED DA-26 WEDGE MILLlNG 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): - OMITTED DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: - OMITTED DA-30 NEW 7" CONCRETE VALLEY GUTTER: - OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP:�- OMITTED DA-32 8" PAVEMENT PULVERIZATION: - OMITiED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUl� The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURtNG: ASC-10 September i999 Version PART DA - ADDITIDNAL SPECIAL CONDITIOiVS � The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing D compound conforming .to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. � [�. � l�J � IJ' L!1 � � � � LJ lRJ � � C�J D. EXECIJTION: Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where necessary and as required. 2. Replace pavement to nearest joint. � 3. Mark out the damaged area with keel; chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. 6. Form joints and place rei�forcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. 8. Clean up }ob site, removing all debris. 9. Main#ain traffic control devices to protect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. DA-34 RAISED PAVEMENT MARKERS - OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING - OMITTED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL - OMITTED DA 3? ROCK RIPRAP - GROUT - FILTER FABRIC: - OMITTED ASC-11 September 1999 Version 1'HH I UA - AUUI I IVNAL 51'tt;lAL t:UNUI I IVNS DA-38 CONCRETE PIPE FITTINGS AND SPECIALS: - OMITTED DA-39 PiPE INSTALLED BY SHORT BORE: A. GENERAL: � � !J 1. Furnish materials and nec�ssary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the�work. Q 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 Q carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. � 3. Work shall be performed in accordance with the requirements of the City of Fort O Worth Water Department, as applicable. B. MATERIALS: Carrier Pipe: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Approved carrier pipe materials include SDR 35 PVC, 150 psi water grade PVC, HDPE, and CL 51 DIP. The pipe material of the carrier pipe installed by short bore will be consistent with the pipe material installed immediately upstream and downstream of the short bore section 2. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. C. EXECUTION 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 furnished 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 (20) feet. • Additional lengths of sewer line installed by short bore beyond "minimum length" criferia 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 trenc'hes are cut in the sides of the embankment or beyond it, such ASC-12 September 1999 Version U PART DA - ADDITIONAL SPECIAL CONDITIONS '!�l � 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. a c. - The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the carrier pipe installation has been completed. � 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. L�J J � � �'l �^ J � � a. The short bore process shall proceed �rom a pit provided for the auger and jacking equipment and workmen. The Contractor must minimize excessive over-excavation during augering 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. 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 and material specified on plans. The furnishing of all materials, pipe, liner rriaterials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the wor�k, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA-40 SANITARY SEWER POINT REPAIR pA. GENERAL: Sanitary sewer point repairs include all labor and materials necessary to remove and � replace defective sections of existing sewer lines. Repair work may be required-at joints, service connections, and on short segments of damaged pipe. A point repair is considered to be 10 feet in length. Point repair footage required that is greater than 10 a feet is considered extra length and will be paid for on a price per linear foot of extra length installed. The contractor shall seek City approval for extra length point rep�irs before proceeding with construction. LJ � � It shall be the Contractors responsibility to accurately locate the exact limits of the point of repair, since the point repair locations indicated on the plans are based on previdusly performed television inspections. The exact location of the point repairs will be ASC-13 September 1999 Version PART DA - ADDITIONAL SPECIAL CONpITIONS a C. 2 3. determined by the Contractor through pre-construction internal television inspection prior to excavation to determine the true extent of the repair. The Contractor shall note the location and limits of the point repairs using sanitary sewer stationing and street addresses. After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. Sanitary sewer point repairs include all labor and materials necessary to expose and correct the defects. The materials and construction methods used shall conform to the applicable specifications, including excavation and backfill, surface restoration, pipe installation, and sewer flow control. If noted on the plans or directed the City, the Contractor shall install clay dams at the downstream end of all point repairs. Clay dams shall be constructed from bentonite or approved equal material and installed in accordance with Specifications included herein. MATERIALS: The sanitary sewer point repair pipe replacement material shall be consistent and compatible with the existing sanitary sewer line being repaired. Typically, the point repairs wjll be constructed with gasketed joint, gravity SDR 35 or 26 PVC or Class 51 DI sewer pipe. Installation shall be in strict compliance, with manufacturer recommendations. The method of jointing the ends of the replaced pipe with the existing pipe shall be constructed with City-approved stainless steel rigid fittings encased in concrete to create a water-tight connection. All pipe material and construction methods- utilized shall be in strict compliance and in accordance with all applicable specifications and regulations in effect in Fort Worth. EXECUTION: Excavate repair pit and uncover the. sewer line a minimum of 12 inches clearance all around the damaged section. 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 sewer line grade. Remove defective pipe or fittings to the nearest joint or by cutting perpendicular to the pipe axis to leave a plain end. Prepare a replacement section of like pipe material, or as otherwise approved by ENGINEER, to within one-fourth inch of required replacement pipe length. 4. Connect replacement section to existing pipe with appropriate size rigid coupling. 5. All service connections within the repair' area shall be tested by CONTRACTOR to determine if they are active or inactive. Only active services shall be reconnected to the sewer system. Inactive services shall be plugged with hydraulic cement or non-shrink grout. Any liability associated with the plugging of active services shall be the CONTRACTOR's sole responsibility. 6. 1%Vhere a service lateral reconnection cannot be made because of the poor condition of the existing service lateral pipe, the OWNER and ENGINEER mus� be notified. Additional work to replace the entire sanita `ry sewer service on private property may then be authorized. ' ASC-14 � September i999 Version NAKT DA - ADDITIONAL SPEClAL CONDITIONS � � � � � � ' 1. PROCEDURE: Sanitary sewer lines with point repairs shall be tested to determine the� adequacy of each repair by televising the repaired area and ten (10) feet beyond each end of the repair. Video tapes of the repaired section shall be provided for ENGINEER and shall become property of OWNER. Visual observations, by ENGINEER, may be made where repairs can be observed by lamping the sewer line from the closest manhole, instead of television inspection. If the repair is found to be unsatisfactory by ENGINEER, CONTRACTOR shall repair the defect at no addi#ional cost. TESTING CRITERIA: A repair will be considered unsatisfactory if any one of the following are observed: a2 � � E. a � � � � a a. 7. Point repairs shall be visually inspected and measured by ENGINEER prior to backfilling. 8. Surface Restoration: Service and lateral pits, and other work areas shall be restored to condition as good as that before construction occurred. Disturbed grasses shall be sodded in accordance with the specifications contained herein. �avements removed or damaged shall be replaced. Concrete embankment shall be replaced or installed at locations indicated in the Drawings and in accordance with these specifications. D. TESTING: a. b. c. �iEI.B J.Olatx�atseated properly. Improperly connected lateral or service connection. Cracked or broken pipe. MEASUREMENT AND PAYMENT: 1 2 Pipeline Point Repairs shall be paid for at the Contract Unit Prices as follows: The unit price shall cover the entire cost of a 10-foot sewer repair. Additional length of repair required will be paid for at the unit price bid for additional horizontal feet of repair, paid to the nearest 0.1 foot. 3. The prices shall be payment in full for performing and completing the work and for furnishing all labor and materials necessary including excavation and removal of existing structure, trench safety system, pipe repair materials, connectors, pipe sealing materials, labor, backfilling, surface restoration, testing, and all incidental costs. �� 5 Service reconnections within the point repair area shall be paid'�for separately at the unit price bid for service connection. Surface restoration of Concrete embankment or riprap shall be paid for separately at the Contract Unit Price for Concrete Embankment actually installed. ASC-15 � September 1999 Version I'At�T DA - ADDITIONAL SPECIAL CONDITIONS 6. Sanitary sewer 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. 7. 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 Repair". 0 � Disconnected Service Lines: At the locations where inactive services are discovered, the Contractor shall remove the service line no longer in use by excavating at the property line and plugging the service line. Abandonment of Point Repair: If a pipe is exposed and found in good condition, not requiring a point repair, notify the Engineer who will record abandonment of point repair. Backfill the excavation, replace pavement or sidewalk and repair and •seed or sod unpaved areas. . ,. ASC-16 September 1999 Version u � � � � � 0 �� J u L�J I�I L�J � C� � � APPENDIX A STATE REVOLVING FUND (SRF) REQUIREMENTS � L■J � APPENDIX A l■I u L�J I, I�!I !�I L�J �'!�J � C � � I�I TW�B 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 shalf, 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. a 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. � L A1-1 � � � L�J � ,'•' '� � � 'J If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and 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 D against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. L■J � C�� ,� u �'I� 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. A1-2 � � L�J � � I� ' � 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. � � LJ � � I■J � �� (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 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 purchase order unless exempted by rules, regulations, or orders of the Secretary of A1-3 L�J � �!J �J I■, 1■ � � � L�J � L L�l u '�' J Ll L■J � 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 Reaister 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. A1-4 i� �1 L�J S.R.F. � 1. The Contractor shall compiete the two attached Texas Water Development Board forms at time of contract execution. � 2. The Contractor shail submit along with the by-monthly payroll certification the attached form SRF-74, Certification By Contractor for Labor Standard Compliance. � u f �J J 0 � .� � �� C� � � � 0 C'� L� l? �' L1 CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF I I�1.1`i1Q� BEFORE ME, U'�� IYl I I��I" , a Notary Public duly commissioned and qualified in and for the County of 11,(,C►h� in the State of Texas came and appeared _I(,,(_QS � J I UJ LS�L , as represented by 0 , the corporation's (�- declares he/she is authorized to represent i�S -C� � ��YL , who �� pursuant to provisions of a resolution adopted by said corporation on the I� � day of � � , 19� (a duly certified copy of such resolution is attached to and l. �. is hereby made a part of this document). �►VU'J � , as the representative of �( � . � declares that -� � - ssures the Texas Water Development Board that it will construct Ir1(� 11� �.� ��i�" � project at �-� ah�� , 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 I( day of I./�_� �{i1,�� I 199_l AD D a �� <�� c�� Printed Name My Commission expires ��d(��J�� i � � �� II CR�Sr� c�. MOL�� Mv rcy�,,o�,,4�,� �C�R�S ��lt�N�.�' :`�, �"�u � A3-1 W f� '' CONTRACTOR'S ACT OF ASSURANCE RESOLUTION �, �,� I'��C,� S� �`� �,�'1 �fi''��u`�� :� Name / � � � � � �I hereby certi that it was RESOLVED by a quorum of the directors of the ��-c�-/y 'l�L�'( � ��Y:�C�%1 �� "1� V Name of Corporation meeting on the day of �� , 19�, that �M� �- ��1�1:�0 � Q be, and hereby is authorized to act on behalf of !�� '�D��1i,�,��n ,�'lS�Y�{/�` 7 G� ,� Name�if 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 v full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix ' the seal of the cor oration this �=� � t� da of I J��/►'Y1 � 199 �. P Y , t_i Secretary �' (seal) � ' 1 1 ' e �. ,.. � a � a � � � � ' � � � � � r ' � ' � CERT1FiCATION BY CONTRACTOR of LABOR STANDARDS COMPLIANCE In accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: Date Estimate Number: for period to Name of Project Location Contract Number Date of Contract Awarded State Revolving Fund Loan Number I hereby certify that all of the contract�requirements as specified under the labor standards have been complied with by: as principal contractor and by each subcontractor (Name.of Contractor) employing mechanics or laborers at the site of the work, or there is a substantial dispute with respect to the required provisions. Name of Contractor/Subcontractor . Signature and Title Notes: 1. This certification may be placed on the estimate or on a separate sheet attached to the estimate. 2. The Texas Water Development Board shall, prior to approving a voucher, satisfy itself that copies of these certificates are on file with the owner. A5-1 0 � 0 � � 0 0 �� PART E- SPECIFICATIONS / EASEMENTS / PERMITS LJ � � 0 L�. � L�J L�J 0 0 � L�J ' � a � � �� U U� D l�f u D U U � � � .o f O�r�� E 4 A oP r � r � J • Z s • �i��p ` � Y�tATEr� DEPARTI�ENT . SECfI Q�{ E SPcCI FI CAiIO�� a�uaRY �, �9�a . 0 0 All naterials, construction r�t�ods and procedures used in thi.s project sha�] conforn to Sections E�, E2, and E1A af the �ort �orth u�ter U:pai-tr,:�nt General Contrzct Docurxnts and Generdl SpDciiications, tog�tF�:r Nith a��y additional naterial specificati.on(s , construction(s) or later revision(s). (See revisions listed on this sheet . Sections �1, E1�zr�d E2� of th� - Fort Korth Nater Uepartr;�nt Gznera7 Contract Docu��ents ar�d Genpral - SQecifications are hereby made�a part of thts contract docunznt E�y ref2rence for all purposes, the st�� as if copies verbatin here�n, tnd such Sectians ar� fi ied and kept in ti►z offi ce of t�ie Ci ty Secretary of, the Ci ty of , Fort �torth as an officiai record of the,City of Fort uortl�. IHD"cX � • El ��. � MAiERIAL SPECI FI CAiIO?{S CO►1SiRUCTIOY �SPECI �I CATIOEIS � �f� . - � � �2� GEKERAL DESIC�'� �T�ILS . R�visions as af F�rii 20, i9��, folla�: Ei-�.� Bac�:f217: (Correct ninimun ca�paction requiren�nt to ��;: Procter densi:•• tnd correct P. I, val ws as fol ] ows :} • � � c. •�ddi tional backfi � 1 requi rer,ents Nhen approv�d for use in streets: � � � � . 1. Ty e B Sackfi'11 . � . (c� Maximum plastic tncf�x (PI) shaii be 6 Z. Ty � C �ackfill •� ' . {a� ttaterial meeting r�quirea�nts zn� h?ving a PI of 8 or less s>>a)1 be consid�rzci as suiL�hle for cor�S��ct- _ ion�by �etting (�) �ateria7 c�eting requirer�znt and having a PI of 9 ��- or nore si�all be consid=red for use o�ly xi t�i ^ � �c►ianical cor�action �. • E2-Z.117rencl� �ackfil7: (Correct ninic� „ cor�action req��ire��:�nt xher2ver it appears in this section to'95: Procter deitsity ezczpt for paragr2pn z. i Kt�ere the �9�X r�dtfied Procter �ensity" shall rc,,,�in �ncliangzctj. L�J � ' � !J !�l LJ � '!J �� SECi'ION E100 — MATERIAL�SFc"CIFICATIOKS NATERIAL Si'AUDARO E10Q-4 • ' J�HUARY 1, 1978 (ADOED 5/13/90) E 1�Q-4 uATERTI GHT N,Af1H(}L E i f1SER i S - • E100—G.1 GENEP.Al�7his standard covers the furnishing and ir�stallatlora o` rcate��ight gask2te� t;,�nhole inserts in �the Fort Worth sanitz'ry SESye� collectior� systen. . . . . � Ei0(�—�,2 hiA7EP.tALS A�D UESIGN; ' . . . ' . a: The taanhc�e insert sh�l] be of corrosion—pr�of h�igh�density �. po�yetheiene that m�ets or exceeds the requirenznts o� AS7M_D12;8, . ' Category 5, Type III. . � � �. •7t�e ninin�m thickness o� �he manhole insert sha11 be 1/8". � c. 7he nanhole insert shali have a gasket that provides �ositive s�a� in �ret or dry conditions. The gasket shall be made af closed cell .neoprene rubber an� mzet ihe requirement of ASiM Q1056, or eSuai. , . � '. • 7 � d. 'fhe manho7e insert•shall have a strap for �emoving the insert. ihe strap sha71 b� r3de of ni�icnum 1" wide rroven polypropa]ene or nylo� �c�bbing, with -the ends tr�eatzd to prevent �unravellir�g. Stainless , steel hardrrare shall be used to�securely attach strap ta the �n�ert. e. 7he� raanhole insert shatl have one ar more vent ho�es or valves to � releas'e gasses and aliow v:ater znflow at a rate no greater th�n 1G gallons per 2� hours. • � • � � .t31C0-4.3 1NSTALLATION: .� � Q O � �.�1 .� � 0 � a. i'he . man�:ole frane shall be cleaned of al� dirt� 2r,d debris before " placing the n=_nhole �nsert on the rim. b. The nanhoie insert shail be fully seated around the r.,a�hole fran� rir to reLard watEr fror� seeping betrreen the taver znd �he n�nhole fr�n� rim. . � 0 � � E100 (1) , � l�J EASEMENT DOCUIVIENTS QThree copies (in 3-ring binders) of all the ri�ht-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 copies of any right-of-entry or easements upan 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 right-of-entry and easement documents after award of contract. Bidders shall not remove any of the three copies from the plans desk. �� 0 �� 0 0 0 �� J �. 0 � 0 L�J 1:� � C �. 0 � � l�J IJ C C�� J L�l [� � PART F - BONDS & INSURANCE �. l�J � �� ' u � � l�J � 0 L� '� u � 0 �i � LJ PART F - BONDS & INSURANCE t�'� ' � ' ' �i � � ' ' ' ' � � � ' ' � � � � � � � CERTIFICRTE OF INSURANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: PROJECT NUMBER: � IS TO CERTIFY THAT : is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereina8er described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSU�,ZANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $. Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury:� . Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ �ll��. Locations covered: Description of operations covered: r The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. A�encv Fort Worth A�ent By Address Title � 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- 070460410310 � � LJ � STATE OF TEXAS § � COUNTY OF TARRANT § � � � i L 1 , TEXAS-STERLING CONSTRUCTION, INC. CONTRACTOR By: ` `�-� �"�'�� I resi c�e.n+ Title � � � 2a I �� Date BEFORE ME, the undersigned authority, on this day personally appeare��., 14�1� known to me be the person whose name is subscribed to the foregoi instrumen,tt, and acknowledged to me that he executed the same as the act and deed ofTQCQg �f �► fl� �LY'!�'�itx;Ij�he purpose and consideration therein expressed and in the capacity therein stated. IVEN LJNDE Y HAND AND SEAL OF OFFICE this 2�� day of 1�lo��e,� . �9 � . � , No ublic in and for ► the State of Texas V`�.�+Y��,�.GHf2l5ilh�� 8MITH �� (�QT�R`✓ PUBUG '� r�' �;.�;,4e of Tsxas �� F ��i� ":cintm �X�. 01 •07-2001 �i. .+�.f� �� • .� �i �,�. � n �;rr v � ' PERFORMANCE BOND BOND NO. 35BCSAF3718 THE STATE OF TEXAS � � COUNTY OF TARRANT � "J � KNOW ALL MEN BY THESE PRESENTS: That we (1) TEXAS-STERLING CONSTRUCTION, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) Hartford Fire Insurance Coa�any a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: SEVEN HiJNDRED EIGHTY-FIVE THOUSAND THREE HUNDRED NII�IETY-ONE AND 80/100.......... � ($785.391.8a) 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, adminisirators and successots, jointly and severally, firmly by these presents. 1 ' ri 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 the of f��,,,a copy of which is hereto attached and made a part hereof, for the construction of: �—:•° '' `u�y MAIN 21 DRAINAGE AREA SANITAItY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND 2 designated as Project No. (s) �546-070460410310, 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 construction being hereinafter referred to as the "work". � NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordanee with � the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incuned 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 khis obligation shall be void; otherwise to remain in full force and effect. � � 1 � � FI � � � O O O a O O � �. � � � � � L'J L� PROVIDED FURTHER, that if any legal action filed upon this bond, venue shal( 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 dces 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. tN WITNESS WHEREOF, this instrument is executed in lOcounterparts each one of which shall be deemed an original, this the �f ____ ATT � [,,' � l': C � ��'�� TEXAS-STERLING CONSTRUCTION, INC. �(Principal) Secretary PRINCI�AL (4) 5 BY. r�c��,�• =�� Title: �- (SEAL) 2601 RIDGMAR PLAZA, SUITE 203 FORT WORTH, TX 76116 (Address) Hartford Fire Insurance Company Witness as to Principal ATTEST: (SEAL) Address ;Surety) Secretary CO(JNTERSIGNAT(JRE : ,.--y' �.. _ �__r—,--. : � . N ��° �'�.-- . /i�-<C%�----. �racey Ty�ker', Texas Resident Agent Tucker Agency, Inc. Fort �7qrth, TX 7h113 i -- ,� � %,� �i `°�, ��'.��' _ �,��' ; �� 'tness as to Surety Susan M. Bass 6054 Livernois, Troy, MI 48098 (Address) Swety _ BY: / f / � - Denise A. Madden, (Attorney-in-fact) (5} 5445 Corporate Drive, Troy, MI 48QJ7 (Address) NOT'E: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an lndividual, 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.. F2 ,' O O lJ W 0 � � � a � � � O ' e O ' Tf� STATE OF TEXAS � COUNTY OF TARRANT § PAYMENT BOND BOND NO. 35BCSAF3718 KNOW ALL MEN BY THESE PRESENTS: That we (1) TEXAS-STERLING CONSTRUCTION, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) Hartford Fire InG_ (`�3ny� a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, aze held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : SEVEN HUNDRED EIGHTY-FIVE THOUSAND THREE HUNDRED NINETY-ONE AND 80/100.......... ($785,391.801 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, fumly 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 d� , of D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: �� MAIN 21 DRAINAGE A.REA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, (GROUP 7. CONTRACT 31 PART 7, UNITS 1 AND 2 Project No. (s) PS46-070460410310 a copy of which is hereto attached, referred to and made a gart hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. F10 � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. W PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, a 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 specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any �'1 such change, extension of time, alteration or addition 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 shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. � IN WITIIESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the day of A.D., 19�. `,7 " � E_ C �� °", p� TEXAS-STERLING CONSTRUCTION, INC. ATTEST: � l CIPAL�4) BY: � �� Title: 'I i� � 5 l �f,�/1 � � � (Principal) Secretary O O � L"J ��I �' � l �J 2601 RIDGMAR PLAZA, SUITE 203 FORT WORTH. TX 76116 (SEAL) (Address) Wimess as to Principal ety / BY:� �� , Denise A. Mad qrAttorn�y-in-fact) (5) Address 5�45 Corporate Drive, Troy, MI 48007 ATTEST: (SEAL) (Address) (Surety) Secretary COiJNTERSIGNATURE : � , --� � -�. � s , - t�' - : �� `Lz � _ �G�. ��-_�_- �`i'racey Tu�:k , Texas Resident Agent Tucker A cy, Inc. Fort qrth, TX 76102 - �� -�r", ,� �-� , ,�!-'��'''! � �� : �.--�/.�./'�'✓ - tness� as�o�urety Susan M. Bass 6054 Livernois, Troy, MI 48098 (Address) (Address) NOTE: Date of Bond must not be prior to date of contract ( I) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) lf contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attomey-in-Fact_. , O � � THE STATE OF T'EXAS COUNTY OF TARRANT MAINTENANCE BOND � � BOND NO. 35BCSAF3718 � KNOW ALL MEN BY THESE PRESENTS: That (1) TEXAS-STERLING CONSTRUCTION, INC. as Principal, acting herein by and through (2) Corr�ration its duly au[horized and (3) Hartford Fire Insurance Con�an� corporation organized under the laws of the State of TEXAS, as surety, do hereby acknowiedge themselves to be held and bound to pay unto the � City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of SEVEN HUNDRED EIGHTY-FiVE THOUSAND THREE HUNDRED NINETY-ONE AND 80/100..........., O O � � ($785,391.80) �n 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, WHEREAS, the Principal has entered into a certain contract with the City of Fort Wor�;� '� ��; ti��`' performance of the fot(owing described public work and the construction of the following described public improvements: MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, U1vITS i AND 2 of same being referred to herein and in said contract as the Worlc and being designated as project PS46- 070460410310 and said contract, inciuding all of the specifications, conditions and written instruments referred to � therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , � WHEREAS, in said Contract, Contractor binds itseif to use such materials and to so construct the work that it wil{ remain in good repair and condition for and during the period One (1) Year after the date of the final � acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of � One (11 Year; and, � WHGREAS, said Contractor binds itself to repair or reconstruct the work in who(e or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, � � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstn►ct said work as herein provided. -- -- ' NOW THEREFORE, if said Contractor shall keep and perforrn its said agreement to rnaintain, repair or reconstruct said work in accordance with a11 the terms and canditions of said Contraci, these presents shall be nul! � and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said �� City shall have and recover from the said Contractor and its surety damages in the premises 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, M WITNESS OF this instrument is executed in 10 counterparts, each one of which shall be deemed an original, datea�� 1ggg ATTEST: � �� . ,¢.,� (Principal) Secretary /� ✓ ' � (Seal) ��. � �a r' Witness as io Principal (Address) �_ ; ATTEST: r� (Surety) Secretary k (SEAL) �' COUNTERSIQVATIIRE: -�-� '"`" _ _ 1 � / .�%' �''�� -Z-�� ".1�c�! � �zacey Tuc.l�'�r, Texas Resi�ent Agent Tucker.Agency, Inc. F t �th, T�.76�,0�' f l',�,��'��'_ ��'f� �;��t1t,� .Id �� Witness as to Surety Susan M. Bass 6054 Livernois, Troy, MI 48098 ( Ac2dress ) TEXAS-STERLING CONSTRUCTION. INC., PRINCIPAL (4) BY: �� 11n�t-.t-,..� � Title: ��'j/ �� 2601 RIDGMAR PLAZA. SUITE 203 FORT WORTH, TX 76116 (Address) Hartf d Fire Insuran�� Corr��any BY- SKrety � Denise A. Madd�t�orney-in-fact} (5) 5445 Corporate Drive, Troy, MI 48007 (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 Parhiership all Yartners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F6 i�' � ... � � I,iARTFORD F1RE INSURANCE COMPANY Krtow ail men by fhese PreseMs, That HARTFORO FIRE INSURANCE COMPANY, a corpwa6on duly organized under Uie laws of the SfaEe d Corx�Yia�t. and tiavitx� its Prir�iPal oftice in the City of Hartford. CountY oi Hartford. Siate of Connediq�t, does hereby make, co�stitute and appoi�t D. A VALEN7'l, DEMSE A. MADDEIY, ROBF.RT TROBEC, KATHLEEN M IRELAN and IANJ DONAI.D of TROY, MlCFIIGAN its tive and lawtut AUomey(s}�n-Fad. with fun pow�er and autlwrilY to each of said Attomey(s}in-Fad in their separaie capaa"ty if more � - ifian one is named above. to sign. execute and adcnowledge a�y a�d ap bonds and undettakings and othe� writings obfgatory in the � naiue tl�ereof on bet,atf of ttie company in its business oi yva2nteeing aie fide!'dy of persoru hotd'ins pla� of pubfic or prirate trus� guararrteeing tl�e perfortnance of conhads oZher than iruurance A��: 9�raateeing 1he perfomiance of insurance contracts where surery bads are accepted by states and munidpaWties, and exew6ng or guarar�teeing bonds �d �xidertakings required or pemiiGed in ad actions or ,......:.;,�I�.y> or by law aqoMred, and to bind HARTFORD FIRE INSURANCE COMFAN`f tl�eby as tuUy and to the same � exteM as if such batds and u�talcings a�d other wtitings obfigatory in the nature tfiereof were signed by an Executive OfGcer of iiARTFORD FIRE INSURANCE COMPANY and sealed and attested by one oUier of such Officers, and hereby ratifies and confimu alt that rts said Attotney(s}in-Fact may do in pursuance hereof: J ��I JI � 'I � D D .J -J � � � � L� J l�l This Powec of Attomey is grarrteC ixider and by auQxxily oi the By-laws of HAR7FORD FIRE INSURANCE COMPAfd1f, ('tlie Conpany/� as amended Dy ttie Boa�d of Oiredocs at a meeting duly called and held on July 9. 1997. as follows: ARTICLE N SECTION 7. The PresidenE or any Yxe President a AssistaM Yix-Presiderk. aetin9 wilh amr Seaefary or AssistaM SeueWry shaN haue paNer and authorRy b sign and exeaRe and aCacA the seat o( Me Compa�y to bonds aiM �deRaki�9s, tecagn¢�tces. co�trads of indeimity anC othe� w�n9s ob�9at«Y o the nadxe dmeof, and such irtsfixnents w signed and executed. wifh a willwul Ihe ammon seaJ. shall be vafd and bind"n9 upon the ComPa�Y- . Nartford, Connecticut POWER OF AITORNEY SECTtON a. Tha PresiQeM a a�ry YKe-Presiderd or any /4ssistant Y�ce PresidenE actin9 ��Y �Y a/lssistaM Seaetary, sha� (�ave power and aultwn'fy b aQpant, for pwpoxs only of exearting and attatin9 baWs and widertakirgs and dher wn"Gings oAGgatory ii the nature tl�eof, one a more resident Y�ce Presid�vks. residerR Asu�ant Seaetaries aM Ariomeys-infad• arW at arry time b renwve any sudi rcsdeM YKe-President, reside�dAssisfaM Secretary. orAttomeY�rt-Fad. and revoke the poMrer and auUwrity g"rven W A'rn Resohed, t�at Ihe sig�u�es o( such Officers and rie seal ot 1he Conpany maY be afixed b any wd� power d atlortKy or b yy ce�e Rta6ny fKreb py acs:iaq a,a any wd, power a Nlou�er a�ca� beamD sud� raa+M�e sq,aM.es a�csinae ual uw x vaia ana Di�g won IIK ca,pany m,a art�, wcn pow« m aeeaAM and a�iad bY facsinie s9uY�es and fxs�rt� xal sl� be vaid and bi+d�5 upon he Conpany in Yie iArr �Yh ,esped b arry baW or udaUldng b w19ch t is �. la Witness Whereof. HARTFORD FIRE INSURANCE COMPANY has caused these Presents to be signed by its Assistant lrice President. and 'ds caporate seal to be hereto af6oced. dutY attested bY it'+ SeaetarY. this 15th day of September, 1997_ pttest iiARTFORO FtRE INSURANCE COMAANY / i �. .l � . .. f� : = SEAL ''�.,�.•� � (.jt.tJ1� Ridiand A Hertna�son. Secretary STATE OF CUNHECi7t:llT � � COUMTY 0� HARiFORD John F. Bu�1ce, Assis�� Yice Pres'�der�t On Uxs 15th daY of September. AD. 1997. before me Perso�epy came Jotxi F_ Burtce. to me known. who being by me dufy swom. did depose and say: ttmt he resides in the Counry � Flarttad. State of Connectiait: fhat he is the Assistant 1�ice-Preside�t of HARTFORO FIRE INSURANC� COMPANY. fhe corporation de.�ed in aod which executed the above instnxnent; that he knows fhe seal � the said corpo2tion: that Ihe seal a1i'ixed to the said iruhwneM is such corporate seal; fhat it was so afCuced by wder of' the Board aF Directors of said coryoration and that he signed his name tliereto by �ike otder. ♦'"" t + `%�� ..,[� . STATE OF CONNECTICUT • M� 17"' � ss. '''� s� s. w� COUNTY OF NARTFORD ) H°t'h�t" CEft71FIfATE M7 Co�mm+sssion F�cpacs 3aue 30.2004 I, the undersigned, Seaetary of NARTFORD FIRE INSURAN�E COMPANY, a Connectiad Cotpora6on, pp HEREBY CERTIFY tliat the foregoing and atfached POYVER OF A7TORNEY runains in fup force and has not been revoked: and fuhhemiore. that Artide IV, Sections 7 and 8 of tlie By-Laws of HARTFORD FlRE INSURANCE COMPANY, set forth in the Power of Attomey, are rww in force. Signed a�d seated at the City of Hartiord. Dated the day ot. 19 �f� : * -1� L � � S�. � # �� . Robert L. Post, Seaetary Foru S3S07 9(�) Printcd ia USA � � PART G - CONTRACT THE STATE OF TEXAS � COUNTY OF TARRANT � DEC 0 � ��':��i 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 TEXAS- STERLING CONSTRUCTION, INC., of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � � 1' � � � � 1 1 � � WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND 2 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 Doc�unents 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. Gl � � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted 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) f j� Party of the First part � �- . �' BY: �� .,��-.�. � ASST. City Manager CW ATTEST: i'A7"I�Q�C-- � �� ! City Secretary � (Seal) WITNESSES: � TEXAS-STERLING CONSTRUCTION, INC. 2601 RIDGMAR PLAZA, SUITE 203 FORT WORTH, TX 76116 �,j Contractor � �! --�� . BY: � ` _`-- Title:� �Y�SIC��'.NZ�' APPROVED: �� --�.%� ,�= ��;�_� �� A. Douglas Rademaker, P.E. Director � Department of Engineering CW i� C �/ �� Approved as to Form and Legality: `�.� Gary Steinberger, Asst. City Attorney � ` � � �, �...� ----- A r( �. =�--� � . ..o._. Contract Authorization �.t�,�'.��::- Date 1 L� � � 1�1 L�' L� !�I L�J u 0 0 0 0 � C�� L�J 0 0 � PART H PLANS (DETAILS) & FIGURES 0 �- �4 ��X�A�/A I I❑N, BACKF�I�L AND PA�/EMENT REPAIR UNDER EXISTTNG STPEETS � � � . MIN. 2' H�T C]R CQLD MIX ASPNALT� --7EMP�RARY PAVING REPAIR SNOWN - ;�i. STREET PAVEMENT �dR PERMANENT PAV?NG REPAIR DETAIl.S � SEE FIGURES 1-S �R �� l!1 QEXIST. LJ ) ) � L�J L1 AS SPECIFIED IN � THE PLANS ❑R SP�CIFICA7I�NS. � u � � v v .. 1� v ' 1 ' ' �' t-. ti .. . . . . . . . . . . . . . � //%'�/,�„o 0 0 0"0 0 0"0"0"o a o o`"o o"o�o�v o o-o`o-o .o�o-o-o-c�°� j//// 0 0.,0„0 0„0 0 0 0„0�0 0 0 0 0 0 0 0 0„0.,0 0 o„a„o 0 0 0 �j �� /%/��/, h{I� b' C�1M � f / // / �// � ��/� �f, / . . . � P CTED � �/� �� ,� / � 4.. . .,��FLjX-BASE MATERIAI.�%�� %�� . ,: � a � • ��. ��,-��.�,�•�� ,��il , �� ,� � ,�� :,� � . . •�� .. . . .. .� . . � . t . � : :. � '•�: : • • B�TT�M OF TEMP�RARY ❑R ' • � � . ..•� � ' :-0 ' : � , . � . �' .. � � � PERMANENT PAVEMENT REPAIR = � ' - ' • � � ' �. . . •• . •. • � � BASE _ • •• .. . • ' �' � ' �TYPE C $ACKFILL � SAND MATERIAL " � . • . ' '•"�' '. SEE SPEC, E1-2 • �, . EMBEDMENT � ' 1'-6' MAXIMUM SEE SPEC. E1-2 '' : • �. ' '4�' . :,^ SEWER - MINIMUM I2' .• • . • ' � . .• �_ SAND �MBEDMENT COVER � • ' ' � � • • -C � WATER - MINIMUM 6' ' � '��... : .. • . SAND EM$EDMENT C�VER .� � .' � CRUSHED STONE �. • Q4' . ' SEE SPEC. E - • � ti 1 3 MINIMUM 6' EMBEDMENT ��._�" e � � - •�s- `_�.�',-'�.''.:: ••� t '� ;:.:ti- - � _ :: :�:�' .. _�� ,' .T�, �` r�(��';��Y � INCLUDED IN LINEAR FO�T BID PRIC� QF PIPE L�J � � � �� IGURE B <SEWER; ALL SIZES) <WATER SIZ�S 16" & NiS LARGER) REV� MARCH 25, 1999 � � G7 O C� C7 E� EXISTING CURB EXIST CONC. a GUTTER ' PAVEMENT , SAW CU7 .• . , O C� C] . , ' � . _.,.a,�_._.,� - -t--�w 1 � I ..a GRAOA710N E� COMPAC710N AS �SPECIFIED IN 17EM 402 OF 7NE S7ANOARO SPECIFICA710NS FOft CONS7RUC7ION PUBL.IC WORKS DEP7,,Ci7Y OF �OR7 wORTN,7X. OR SACiC�ILL AS SPEClFIED IN SEC'fIONS EI-2 8l £2-2 OF THE � SPECIFICA710NS FOR WAT�R DEPT. PRQJEC7S,FORT WOR7H � WATER DEPT., C17Y OF FOR7 WOaTN�7 EXAS. NOT � �' � I ' . . N0.1-REINFORCEn CONCRETE PAVEMEN7 N0.2- IF S7EEL EXIS7S IN CONCRETE N0.3-REINFORCED CONCRE7E PAVE- SHALL QE REPLACED TO ORtGINAL „ PAVEMENT TO BE CU7,7HE STEE4 SHALI. MENT WI�L BE REPLACE�O OVER , DEP7H OR TO A MINIMUM DEPTN OF 5 BE CUT Q SALVAG�O AS POSSIBLE. A MtN- 7RENCH AS SNOWN IN 7HE EVENT WHICNEVER IS GREATER. IMUM LAP SPLICE DISTAhCE OF �2�� NON-REIN�ORCED CONCRETE , N0.4�BEODING OF P1PE TO MATCH SHALI. 6E PROVIDED. PAVEMENT IS REMOVEb_ ADJACENT SEC710N5 OR SPECIFI- . CA710N 402, WHICH�VER � �S GREATER. TYPICAL S EC�'ION--TRENCW REP�AI�t IN0.5-2�27 CONCRE7E MAY pC ----�—��•--�-�-�-�- :�`-- -.._--•---.-.--..—�._ __.__..__. -- � DELETED IF Hn�F 7HE SPECIFIED N� � 1 E PAV EMENT 7HICKNESS ,QF, 2�27 IS AOOEO TO '�" -- "�' 7NE CL�SS A CONCREYE. CITY'OF�FOR7 WOR7H,TEXAS IFILF NO.C-322� TRANSpORTA7ioNiPUO�IC wORKS 1-.---•-.- -- _ . .-- ----. __... ----•----- �NGINEERING DiV_I.SION_ ._ . . _ . .__ ' ' • • • �, I . ��/ '/ . . ��xisT ans� ' (IF ANY) D�7CH wnLL � F'ROPOS�O FACILITY INSTALLA710N v ll `� ,w.�� , Y � ( - j"�r'.t� b n. p�'OOo� % • / ///� �'� �•'� c " O C� o � � Z � � i ! . �i/ �i _ �� • � �Cf�C � 2:27 CONCFtETE ••- C� �C3 'L� C� SAW CUT • ��♦ �%////�.�7r� . �� ALL TR£NCFt 9ACKFIL.L SNALL EXIS7ING f3ASE MEEY REQUtREMEN7S FOR (IF ANY) c� c�1�- ,��, � �c� I � . � � c,� � .; NO.� BaRS ON 24�� CENTERS 80TN WAYS � W17N MIN.2 BARS l-ONGI7UOINAL IN D17CH �' EXISTING CONC. EXISTiNG `PAVEMENT �CURB F3� GU7TER : � � . . . . , R�V.-6-�-T6 REV.- It-I-79 REV.-I2-IS-E30 R EV.-6 -30••8 2 R E V. 4-Q 4�F 1 G,I_ CLAS5 ��A�� REINFORCED CONCRETE PAVEMENT �tEPLACEMENT C C] C7 ��] �I Q C� L� L� L� C] C1 L� C;1 I�I O C] C] C7 �f[[ NOTi O �[L0�► � [)fI�T CU11� CfflfT N.M.AC kM�.C. ��r��rM[NT �--�Xi�T NMAC [r�1T Cu�� suTrcN � �uRract � � t' wiw 1 7 �u�r.cr �� uTreR / � .:,. . �..�r . y .. ' '• . . , �. ..__,.,� t�w ar1 ,:- �� !.!7 COMC11[T[ fH41L K MeiTxLLtO A AMK 0/ �" . KLON �OTTOY OI [XtlT, M.M,1�C. Mv[N[NT, 0 4 ALl [)ttfT. AMfNILT NIALL K 1K1tAC[D r0 TN[ �~�' e�i J a'r r�i~ ['�� n��,M s��cZi��iiu n s c. � /CODINO 0/ ►I►[ TO YATCH llD,1JlC[NT tiCTION • 011 Mip/�CAT10N ��l, MINICNtV[11 1� YOR� • ' fTRMIKNT. 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Cc"!S�i �I,D� / � : �j `T i t \..1. . ��: / � � 7Y=! =�L _`�� VI EW Pressure Grout F'o::-� Fi�e. ..�o-: 5�?11 bG ¢rOp��t:� �� 2� ! �_. �:. o� cenen:. 3.5 Ct. ,.. e- c�___ . fine sar� with s•_-: _ie-: •--_, added te p�o.� ce a. r�e ; i., .-_ L�i Ck 51_�rr�. Co-�re_sic- type joirts to �e useC i� poss�ble. If co- �-e:s on typ� joi„� is not av�ila�)e, MJ type s�ali �: u;-_ =-� jo� rts ��lte�^c=`��r� BORED CR�SSING DEiA�LS Y-�'��= =�-= �� _�� F�GURE ! (0 Nate-i�l E 1-1j Constructio,-: E �-15 � r � CExisting surface- Satkfill as spocified ir,f� r;�2rr/�,�! � , • • , . • � • �,rctir.��l�.,� =-�-',.3 � �'�' , '. ' . r ' • � l�J � � '� � �_ � � � � �: �� 1-�-,s �� , � . � � �, . � � � � � . , � I,; r,if � . . � • � . � , ,,� • •� . ' . . , • 1 � � �';. , / . . , � . :I. , � • � ' I • ' � ' >. � ' i I • i ' � • ' - ' , . _ ;la . .,, , .' ,'�: ;r.�••:.- . • • •�`,�; l � , •,.•,.,; `'..' �•�,',� .' : ��;'•�`::. .'ti+ O :. �' '�' .;,:':i r' • '•tJ::.:; ,�_ �, •�• • t:�•i;?.; . • •i ' ' � '.o:•:�'� • I �r'I� ' ; :.�: �F_ . 'i . - . • . . ; � . _� �• t . • :.r.- r'• . • _. . . ''.. '' �� '. . - •.��'!: T i` � �,': •.� ' �. .i�d�.' !,. � �' 's'� ::. � '�:'' ,•'FR i� 1;=�?^�i: Q Q . . , ' ' ,�1 ` ' � �'` n� •` -- �— �1` ,`:�� ',. �• . j'�.'� . • -• :�-. � ' � • = �-' ,4 : �.' :.p `; � . ..•_' . _�, :� -. :� � •_ � _ - ��: � ;' • . •'�� `1rh•'P. ''!�•��,� • �`� �li \.'1 �i%�J�;:��. ..: .. , ' ��r''• � � ' :�.: • . ;` _ • .:�� ;.'•. . • . �,• ��;�r� O �`•� �:::•:f:"'' - ' ' '•. ,,�a • . . ,�b,•:.?� - 1�!;; •=,Q'`�; —;j� =,;�i = .'� 1 �,'��,-_, ,, '� %i� ((, �(�:�—�. 2 � ' O! - �-- O-� � O6" -i^. ci,ensio�. 6" n�x. for pay p:.��os=; when bic p�r c�:,ic yarc. O6" ,�i�. ci,.,�nsio�. Max. fo' pay purp�==- snall b� 6" o,, �.ai�s �;" a��C sral ler, 9" o�, rainc jQ�� iare�r, wh�-: biC p�r cubic ya� c. O4�; �:;ir. dirension. �+" nax. f.o- PaY P�"�os=s wh�n bic per cubic yard• O4 Cla:s "E" 15�s= co�crete. CONCR�i�E E�CASE�lENT FIGURE l�3- DETA1 L E 1-7 Haterial E 2-7 Constr�ct io; �........� � �' U Q � � � O � � . � Q � � � � U � � � u F- � � •L �r � � � _� �; �J •L cn r_ � c c r n v: � � �� G� � �. }.. ( `". -C� .�: ' or �/4 R��dw�v � 6�� ' �% I I O � � �� Standard _ •';!' •�v,u�.��t,,..r+lr�:K;a�.�'��:�� , � , � . � Curb � G�tter� � 'I� � • � '�' � %'i� '' j. .��' ,. . .� - M �. I � � ' �.: �►- � �' " ;:' :' :� ; � � :�'•, ... � �, �, �� ;,�,. I ..; . � t Ci7 •L I �'I � C I I • • • • • f I , . �� r - � �- �'Z � l .. �,�� I �� / L�� ! �- / � � � i �� / � 3i � r l �.c I � �� , - . �� t �s Roadw�v ��' � 1 �3' Hin. �'-tE-tig;-;tl�°1;:� � �� _ I � r �' � \ -� r r ,(^ ��_' � Mi n. 2� Gra�'=� j I � i o vic �ine> � 1 ay rC��S r I �. � � � � � � � I r C. I. Mi n. . Grade 1% 7YF! CAL ScC71 ON �u L r J � o � . � ._/' L �-� U ,� 3 c: N C � N: �� Note: Er.��c„�nt znd batk�i]1 zs requ i re� for ad j acent sewer rr�ir, shall be incl�d�� in the price bic per SE41c� service co,:�plete in plzce. Stznda�d Cur' t � Gutter Secti�r, �1 � I � � � i �.� �Service Line I 1 �( J I � . ..-�-�v OSec�er se: vice Iine loc� �i e=. to be mz:k=d �:ith rad viry' tape �;, ieas� j` wiCe �.�� 30 mi 1 it-��ck 2ttachec+ t� the end e` th= s�rvi ce s:�c extending �hrcu�h �he back- fill 2� t1-�, point e� h�u�D SCrViCe C�n�eC�iGn behind the propossd curb. �� N�TE: 7ees 1.'i 1 1 Ee Used Or� A1 1 S�rvi ce L i r,es Cons t rutted At Sar.�e T i me As Pu�lic Sew�r. G � SER�l1GE LINE DETAIL.S �i V V�� ! f� E�-c N�ate-ial E2-9 Cor,s�r�ction � � a a � a U 1' TO 2" -� �� CUT TO FlT T-.T1� � �::: � CUT 1" TO 2" STYROFOAM TO / FIT Q CONCENTRIC / _ TO PIPE. � � � � RUBBER REPLACEMENT PRE� � MANHOIE WALL � � � � � � � 1° TO 2' RUBBER SEAL , . r- CUT TO FlT J NOTE: 1" TO 2" STYROFOAM CUT TO FIT CONCENTRIC TO PIPE TO KEEP DIRT OUT. i STAINLESS STEEL BAND A-LOK DETAII., A LOg AFI'BR INSTAI3.�,TION NO SCALS ; � � � � ' � � � � � � l � � ;� r � � � 2� � - �------� �------� f------ COMPACTED BENTONITE CLAY � - .-- - - OR 2:27 CONCRETE �. - - - - - - - 1 �-------'�3 �-------- I--------� �-------- �-SEWER MAIN I-------- ►F---------� =%'::'f '�� : 5:i M--�'.{ �'?�r — — — — — — — — —'h�+;�r- ;�"-rszf:ti: ^:�':C��. CLAY DAM PROFILE � EXISTING GROUND �w oQ �m � mzo ow a �j o � oao �r � 0 MINIMUM TRENCH WIDTH - PIPE DIA. + 1' C�,AY DAM SEC'TION UNDISTURBED SOIL CLAY DAIVi CONSTRUC'�ION COMPACTED BENTONITE CLAY OR 2:27 CONCREfE L� � PAVED UNPAVED a 4.0' � ac�,�N., . � � ��4 REBARS TYP. USE 00# CLASS A CONC.—� 3. �_ 'fYP. a\ 4.0' (MIN.) U i, � a O A / � / � L.� CONCRETE COLLAR HEIGHT VARIES � 3/4" CHAMFER TYP. � '' . f \\\\\\\\\\�� 1. . . PVMT. PVMT. �' ' '` .�• .,� : .•� — 6" MiN 1' . '�'� � ,� •••' � .. : . . •,' - _ � GROUND ! • . � �� •� " ' ' �it : 2: 2� : . i%��%/� � � I ' � � ;a ' I • � �a - '+ ' r, CASE 1 CASE 2'-•' •% u TROWELABLE ' HEIGHT VARIES � ` 617UMASTIC � REINFORCING STEEL � 12" T SEALER CENTERS VERTiCALLY GRADE RINGS � SEC110N A—A D CASE 1 CA D COLLAR SHALL EXTEND TO COLLAR SNALL EXTEND 3" BELOW TOP OF 2:27 CONCRETE BOTTOM OF LOWEST GRADE RING (REBAR REQ.) (REBAR REQ.) CONCRETE MANHOLE COLLAR DBTAILS � CIRCULAR OR RECTANGULAR � xo scai.B � � � � � 1 � ' ' ' ' � � � ' ' ' � ' � � � � ' II � II il II 8 � � II I II II u i� DIRECi1CN � �tow � " � ti s v ✓' ti s FRAAIE SEAL J REFER TO TYPE 1 A AND 8 REPAIR DETAIL TROWELABLE BITUMASiIC OR HLA1 5000 SHALL BE APPUED 6" BELOW dc 6' ABO�E ALL ' PRECAST JCiNTS. Tl'PICAL ON ALL MANHIX.E RErLACE.UENT DETAILS. � A—LOK (SEE DETAIL) TYPICAL FOR ALL DETAILS �PRECAST OR CAST—IN—PLACE BENCN �UNDIS7URBm EAR7}I 8 `..-. . �� . � O �� .�• � •. . , ... . � FORAIED SURFACE A-LOK (SEE DETAII) T7PICAL FOR ALL DETAILS — — DROP ELEVATION TO BE DETER�IINED BY CONTRACTOR — CONG 70 6' A80VE TOP CF PIPE , J �� PRECAST JOINTJ � ^ I NO CAP ( � :.�--� ; ' . ::.:.••_{ j' ' 4 5'-0' DIAII . . .;; � �� : , _ = 5' •:+.- i• � ; I � ..' .{ ] . . '� . `. . � I / , • . I �/ • . • • \ ' / —r " '. . � � . � . u 7, '�✓ .. • • ' , ' � . ` . � ' ... • I. .; . ., • ... . .. . . [/ .. ! . . �./ [..�. �� ........ ......'...".' r.. r. .......... I ........ ............. � ...........,... . .. . .:............ I A-LOK (S� DET/UL) TYPICAL ON ALL AIANHOIE REPLACDdENT DETAILS SECTION &B TYPICAL REPLACEMENI' DROP MAN%iQLE Ko �c+Ls _ _ UPSTREAai TO TNE 1ST BELL 2'-0" . 111NI1�UA1 (TYP.) �I l � � � z � O I CV . .,JR CCNCReE TO EXCAVAiION UNES � �I ' t � � 0 � � 0 0 a �� 1 � � � i t � � !„ u ��„��HOLE INSERT u MANHOLE INSERT, AS MANUFACTURED BY SOUTHWESTERN PACKING, OR APPROVED EQUAL. WATE�TIGI�3' MANHOLE INSERT DE�'AIL NO SCALE 0 ��\\\\\\\\\\\\y � � � � � � - - %\ : ,,, �� LJ � LJ l! � i� � � u (REPLACE FRALIIE SEAL/CNIMNE'1� RE}AOVE DaSTiNG FRAIAE dc COVER, CIEAN AND RESE7. �/� �AFIER ADJUSi}AENT RfNG(S) AND FRA�IE HAYE BEEN SET, A NOAIINAL 1/Y COAT OF TROWELABLE� BIiU}AASTIC ,lOINT SEALANT SNALL 8E APPUED TO THE FNTIRE qRCUMFERENCE. iHE SEAIANT SNAll. BE APPUED fROM THE TOP OF 1HE LOWER FLAN(� DOWN 70 A M1N11AUM 6' BAOW COR80. CONNECTiON. .T Si1ALL THEN BE WRAPPED N1TH 6 AIiL PLASTIC TO PROTECT AGAlNST DAAIAGE FROA1 BAqCF1LL ALL �IANHOIES SNALL BE AD.USiID 70 GRADE iF NEC£SSARY. ADJl1STl,lENTS N1LL NOT BE PAID fOR DIRECiLY BUT ARE CONSIDERED SUBSIDIARY TO OTHER ITEAIS OF WORK. � � � I�I Li IIL�J � —.� � �— (REPLACE COVER/FRAhtE/FRA)AE SEAL/qil]�NE`� RE.110VE EXISTING fR/U1E k COVER, RFPUCE 1NiH NEW APPROVED FRAME AND COVER. E9Si1NG FitAME EC COVER TO �REI�IIAIN CfiY PRCPERTY AND TO 8E SfOCK P1LID AT SiiE SPEClFlED BY pTY. 7YPICAL ALL AIANHOLE DETAILS. � FUT RQNFORCED CONCRETE ADJUS7AIENT RINGS AS REQUIRED TO �{ATqi EX{ST1NG GRADE (3' TAINIlAUlA, I24' AIJWl�UM) � TROWElABLE BITUAIASTiC SEALER (NOAIINAL 1/2' 7HiCKNESS) BOl1DtNG AG'cNT TO BE APPt4m fOLLOWED BY A HYDRAUUC CE}AENT 'M1H A HIGti EARLY SiF2ENGTH LEVEIING CWRSE, QCTACRE7E QR APPROYED EWAL (I�AX iHiGCNESS 3'). DOSi1NG YANHOLE �ip,NHOLB SEALING DETAIL xo x�s CI � � l M � ' � � ' � � � L.1 � � � � � l A-LC�C (SEE DETAIL) TYPICAI C Of t�ow ADd1STAlENT RING (AS REWIRm) 3' AIiNIAIUAi TO 12' AIAXUAUM C � J A-lOK (SEE DETAIL) TYPICAL FOR ALL DETAILS. � FRAf�IE SEAL REFER TO TYPE A AND 8 REPAIR DEiAIL � I 7ROWELABLE BiTU�lAST1C OR � HLA1 5Q00 SHALL BE APPL1m m �y . 6' BELOW & 6' ABO�E ALL s PftECAST JOINTS. TYPICAL � ON ALL AIANHOI.E � � REPUCEaIENT DETAILS. � � I J w PRECASi JOINT� k' � W a �S o � � U � � 4'-0' THRU 21' OIA PIPE � 5'-0" ABOVE 21' PIPE DIAFAE7ER � � , ��P� � , + + + t 1 �� oiREcnar I 1 I I I� � I � 1 � DIRECTION �--�� (_ � h -� -i �.. .� . . � .�� • �'` ,- f�: .'�.� ' �-��'-�� ,.� . .�. �,�.1. .,. .,. � ::............................ .......... ......... .......................... ::� � -3/4 PIPE DIA (TYP.) \/ A-LQIC (SEE DE7.UL) 7YPlCAI. CN ALL AIANHOI: REPLACEh1ENT DETAILS SELTION C-C • TYPICAL REPLAGEMENT NNC'I'ION MANHOLB �� a Q � a APPLY UNIFORM BITUMINOUS SEALER TO �ALL SURFACES PRIOR TO PAVING. � SAW CUT TO NEAT LINE AND BREAKOUT PAVEMENT � 70WARD CASTING a a � L � CONTRACTION JOINT ' OUTSlDE \ = DIAMETER � 4F MANHOLE , FRAME / 24" MIN. EACH DiRECiION ALTERNATNE 1 PAVEMENT CVT DETAIL - PLAN VIE�I NO SCALE � APPLY IfNIFORM 81TUMINOUS SEAtER TO ALL SURFACES PRIOR TO PAVING. � � OOUiS1DE DIAMETER OF MANHOLE FRA�iE LJ L� a � SAW CUT TO NEAT LINE AND BREAKOUT pAVEMENi' TOWARD CASTING 24" MIN. EACH D{REC110N �AVEME�'�' C:TTT DETAII� - PLAN VIEW � NO SCALE i l� I�� a � Q � LJ I�' � � L�J I "_�J L_I � � � 7'E'i'HERLOK .; � �' - =� � � � � ti��?ip�?�p��ei�o � _ �PI�.��OI� - �,�I�,'�� O iL�.� tl�.� �' 7 Q.� . PI'P�,i' I�� I �`t GftWND tEYEL � ..�' . ' : .. •, . • . . . • � ''. : • r �s%j fI� j dt�, 'I p N � �i'I!I ��tl� ••I�•�O �' •�:� �IANHCLE O5 ANqiCR iET11ER 70 RING S�ECI�TCATIONS L Scope Under this item, the contractor shall suPP�Y and install to menufacturers recanmenda— tions a�Rainstopper monhde insert os shown on contract and specified haeafter. 2 Materiais and Design �TCIICI� 21 The Rainstoppv insert and components shall be manufaetured of mataiats resfs— tant to corrosion fran atmosphaas coataining h�drogen suffide and dlute wlfuric acid. T�1C ITIBCIL 22 Tha insert body shdl ba manufacturcd af 304 Stainlass Sted xith a thickness of not less than 18 gauga The insut shdi have a straight side design to diow a loose fit into ring fa easy removal. The insert maaufactura must hunish a load Tast Verificatiori showing a load test fai— ure in excess of 3000 1ba 'i�0 G88YCL 2.3 7be gaslcet shdl be made of dosa cell neoQrena and shail have a press�ue sensitive adhesive m one sida The gaslcet sha(1 be installed by ihe manu— facturu and must be ccmpotble with the insert materid to form a long lasiing bond in ret or dry cmdtions. italiof valve 24 The gns tdief vo{ve shail be designed 10 rdease at a pressura of .5 to 1.5 psi rnd have water leak down rate no greater than 5 gallons per 24 hours. Tha valve shall be installed in the insert by meom of a hdn tapped in the hsert by the manufacturx. The valve shall ba madn of NiWe for prev�entian of corrosirn Gan eontact with hydrogm suifide, daute sul(uric ocid and othx gases associated xith wastrwater cdiectian aystana l � 1- l � The Haadlc 25 The �sh shell have a hanAe of 3�/16' plastic coated stainiess eted cable in�talled on tha body of the �sh. The handle andi be attached xith a j6 high grade stoinless sted rivet The cable shdl be braided in a mannrr r}iKh resia}s cutting rith com— ma� bdt asttas 7ltie acble termind and eye and ahali be made of stainies� sted. ThC TOihC1 26 Each �sh shail hare a factory inatalled five foot long 3/16' �teinlesa sted cable retaNing tether attached to 1he bottom of the dish using a high grade siainless eted riveL The cobie shcll De Draided in a mm— ner which resists wtting rith eomman bdt wtten. The cable terminds and eye ends ehdi 6e made of stainieu ated. 3. Installation The manhde frane rim shdl be free of dl dut and debris pria to the inatailation of the 'Rainetopper hsert. The 'Rain— stopper' insat should be tully seatad oround tha manhde frame rim to insure against rrater seepege betwem the Snact and manhde frame rim. Teiher to be attad�ad to ring with anchor. Required Order Dimensions: A 00 10 � � B � 10 — Inside Frame Diameter (qear Opening) I00 — Outsida Frame DTamater (Sed Diameter) 1 A— Drop Rin9 0'wmater 8— Orop Ring Depth (fran Under�ide Co�er) I I Note: Same lids have no drop ring and are essentially flat underneath. � Rainstopper Manhole Stainless Steel Insert Southwestern Packing and Seals O � Model #2178SS A or Approved Equal � � � 0 � a 0 0 � a Plan �vot � o �cale � I � I � I a X a I � � � �I' HANDLE i � 23.5" 21.875„ 18.375" TETHER Sectionai Elevation � Not To Scale � �5U4 5ta inl ess Steel �Val ve Hol_e !�J l�J !•1 G � � l� J � !�J A-LOK (SEE DETAII) TYPICAL C � C A—LOK (SEE DETAII) TYPICAL FOR ALL DETAILS. FRAbAE SEAL — REFER TO FRAME SEAL DETAIL � ' � � a a 0 � a D 'e�.'�' . �� -�--��- •,\ DIRECTION ` I I \ i I I► I I DIRECTION OF = OF �ow t �tow . . . .�. . .. . . ...�. . .. :.�.. . ...,�- .. � . . :� . . . - .. , ��. . �:� : : :..�� . . � .. . .�.. - -� � ............................. ......... .....:::::: f:::::::::::::::::::::::::::: ::: ::::::::::::: . I -3/4 PIPE DIA. (TYp.) A-LOK (SEE DETAIL) 7YPICAL ON ALL I�ANHQLE REPLACEMENT DETAILS SECTION C-C TYPICAL REPLACEMBNT SHALLOW CONE SECTION MANHOLE xo sc�z.s OF FLOW o'�' G� x 4�¢ � �oz N�o �<v . � _ ■ �o ��a _' v=i �o w.� rt x �r o I � a �� 4 � �� 5 . ,,-�,. e �v �� I m O � � s�a � � � x�� a � �� .. . . �`�� m � �� ., ��y �� •� �� o �� y�C� 'C 4j �p ��0 F.. I �� x ��O � � 2 �� $ g � � �� . � � �' � � �HNyn �u�s�n, ��y�;Q�� o � � � � � . � � � � . � � � o ?� �0 3 .., a �� I S� o �o ��a � ��t�q City of Fort Worth, Texas �1✓1�' Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 12/7/99 **C-17769 � 30LUX � 1 of 3 SUBJECT AWARD OF CONTRACT TO TEXAS-STERLING CONSTRUCTION, INC. FOR MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Texas- Sterling Construction, Inc. in the amount of $785,391.80 for Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3) Part 1, Units 1 and 2. DISCUSSION: On August 12, 1997 (M&C C-16217), the City Council authorized the City Manager to execute an engineering agreement with Wade & Associates, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main 21 drainage area. 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 Unit 1 and Unit 2. The Unit 1 project consists of the replacement of the following sanitary sewer laterals: L-323 L-817 L-827 Located in the alley between Allen Avenue and Elmwood Avenue (from Mississippi Avenue to Yuma Avenue); Located in the alley between Riverside Drive and Ash Crescent Street (from Vickery Boulevard to Rosedale Street); Located on McCurdy Street (from Vickery Boulevard to Hattie Street); and L-3217 Located in the alley between Davis Avenue and Harvey Avenue (from Riverside Drive to McCurdy Street). This project was advertised for bid September 9 and 16, 1999. On October 7, 1999, the following bids were received: BIDDER Texas-Sterlinq Construction. Inc. Stocker Enterprises, Inc. B&H Utilities, Inc. Conatser Construction, Inc. Jackson Construction, Inc. Long Construction & Engineering, Inc Circle "C" Construction, Inc. Kebo Services, Inc. AMOUNT $488.173.20 568,049.00 603,681.00 605,040.50 643,193.60 666,690.00 704,876.00 689,763.00 TIME OF COMPLETION 120 Calendar Days City of Fort Worth, Tea�as V� :sd � �Y - �1►�A.�ar -And C,au�nce�1 Camn�.un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE � 2�7�99 **C=17769 30LUX I 2 of 3 suB�ECT � AWARD ,OF CONTRACT TO� TEXAS-STERLING CONSTRUCTION, 1NC. FOR MAIN 21 . DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND �2 The Unit 2 project consists of the replacement of the following sanitary sewer laterals: L-773 •Located in the ailey between�Jefferson Avenue and Baltimore Avenue (from Beverly� Avenue to Riverside-Drive); a L-778 Located in the alley between Cannon Avenue and Leuda Street (from Luxton Street to Exeter Street); and L-790 Located in the alley between Bessie Street and Tucker Street �(from Loney Street to Exeter Street). This project was advertised for bid September 9 and 16, 1999. On October 7, 1999, the following bids were received: BIDDER Texas-Sterlina Construction, Inc. B&H Utilities, Inc. Stocker Enterprises, Inc. Wtiizcon Utilities, Inc. Circle "C" Construction, Inc. Cleburne Utilities, Inc. Burleson Utilities, °Inc. Conatser Construction, Inc. J&R Fish Construction, Inc. Long Construction & Engineering, Inc. Kebo Services, Inc. �Jackson Construction, Inc: AMOUNT $297.218.60 320,138.00' 320,637.00 337,139.00 338,586.00 340,158.00 358,241.15 363,145.00 385,842.00 386;603.00 421,642.00 �24,180.50 TIME OF COMPLETION 100 Calendar Days The proposed improvements consist of the replacement of a total of 7,600 linear feet of primarily 8-inch sewer pipe. � Both projects are located in COUNCIL DISTRICT 8, Mapsco 77G, H, L, Q and R(Unit 1) and 77G and Q (Unit 2). . _ Since Texas-Sterling Const�uction, Inc. is the low bidder on both units, �construction of all units will begin simultaneously, and the contractor shall be allowed a total of 120 calendar days to complete construction of both units as stipulated in the project contract documents. In addition to the contract cost, $56,000.00 (Unit 1: $35,000.00 and Unit 2: $21,000.00) �s required for inspection and survey, and $40,000.00 (Unit 1: $25,000.00 and Unit 2: $15,000.00) is required for project contingencies. �I City of Fort Worth, Texas �1✓IJAyc�r And C,aunc�l C,ammun�cAt��n DATE REFERENCE NUMBER LOG NAME PAGE � 2�7�99 **C-17769 I 30LUX I 3 of 3 SUBJECT AWARD OF CONTRACT TO TEXAS-STERLING CONSTRUCTION, INC. FOR MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 3) PART 1, UNITS 1 AND 2 Texas-Sterling Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 16%. M/WBE participation on Unit 1, and 14% M/VVBE participation on Unit 2. The City's goal on this project is 16% for Unit 1, and 14% for Unit 2. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropria#ed, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker � FUND � ACCOUNT � � (t�) � 6140 I � 6157 (from) PE42 PE42 6157 � CENTER I AMOUNT I 541200 070460410310 $488,173.20 � 541200 070420417580 $297,218.60 � CITY SECRETARY APPROV�D ClTY �OUNCI� D EC 7 1999 �� City Sacretary of the City of Fort Wort4�, Texas