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Home My WebLink About025569 - Construction-Related - Contract - Tri-Tech Construction, Inc.� 1 1 1 � � � � . SPECIFICATIONS �r� �-�' .�� ;::: ;�x:'�`��( � :��'�,4.:N.�:. �'�i,,��a CON R CT Np Y,�S � C.P� �y CONTRACT DOCUMEN'TS 5`�3 J`�vl�. , 1 * .4 �.i�� 4i+�,.�`� �� - - - .. �_. . _. ��1 �s.�°�`i:�s�.�'��11 q �:�`v`;; ;�'�s"`;:,�ra��'� �� FOR . . � . . Y♦ ... "`'f P. �AF;� �;`� �"r:��'�� MAIN BR AND MALi� 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILIT�TION AND IlVTPROVEMENTS . (GROUP 7, COI�iTRACT 1), PART 3 UNIT 1"D.O.E. NO. 2463 � LTNIT 2 D.O.E. NO. 2464 SEWER PROJECT NO. PS58-Q70580410060 �� Kenneth Barr Nlayor lBo� 7C�rr�11 City Manager CI'I'Y OF F�R�' �vi�()�'I'� Le�e �. Brariley, Jr., P.E. Director, W"ater Depariment Hugo A. Malanga, P.E. Director, 1'rarasportation and Public Works Department A. Doiaglas itademaker, P.E. Director, Engineering Department 1999 TC&B Project No. 45-�7680-875 Turner Collie & Braden Inc. Engin�ers • Planners • Project Managers 1200 Suinmit Ave., Suite 600 Forth Worth, Texas 76102 �. �- • -, u��BC�I�� C�� r� . :,� `' �� /� T•^ �C[:�i''u C�L;_�c<:��1� i �� 11��=/ ll U Uq ��G�lo _ � e City of Fort Wo�th, Texas Mayor and Council Commun�cation DATE REFERENCE NUMBER LOG NAME 1 /11 /00 **C-17820 30LEE PAGE 1 of 3 SUBJECT AWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AND 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Tri-Tech Construction, Inc. in the amount of $1,032,946.00 for Mains BR and 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1) Part 3, Units 1 and 2. DISCUSSION: On August 12, 1997 (M&C C-16214), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Mains BR and 279 drainage areas. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The Unit 1 project consists primarily of the replacement of the following sanitary sewer laterals: • L-3503 • L-725 Beginning from the intersection of the alley located on 21 st Street between Lee Avenue and Ross Avenue, northerly 1,200 feet to Ross Avenue; Beginning from the 24th Street/Ross Avenue intersection, then westerly along Ross Avenue to Lee Avenue, northerly 350 feet; • L-720/L-722 Beginning from the intersection of the alley located on 22nd Street between Lee Avenue and Ross Avenue, westerly along 22nd Street to Prospect Avenue, then northerly 650 feet to 23rd Street, then westerly 200 feet and then northerly 650 feet to 24th Street; and • L-723 Beginning from a point located 200 feet south of the intersection of the alley located on 22nd Street between Prospect Avenue and Lee Avenue and northerly 1,450 feet to 24th Street. The project was advertised for bid October 14 and 21, 1999. On November 11, 1999, the following bids were received: City of Fort Worth, Texas Mayor and CounCil Communication DATE REFERENCE NUMBER ILOG NAME 1 /11 /00 **C-17820 30LEE PAGE 2of3 SUBJECT AWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AND 2 UNIT 1 BIDDER Tri-Tech Construction. Inc. Cleburne Utility Construction, Inc. Conatser Construction, Inc. B&H Utilities, Inc. Texas-Sterling Construction, Inc. Jackson Construction, Inc. AMOUNT $ 696,957.00 714, 640.50 715,029.00 76�,116.00 767, 657.10 1,011,583.00 TIME OF COMPLETION 130 Calendar Days The Unit 2 project consists primarily of the replacement of the following sanitary sewer laterals: • L-647 • L-729 • L-758 • L-760 • L-7666 Beginning from the alley located on 15th Street between Prospect Avenue and Clinton Avenue, northerly 500 feet to 16th Street. Beginning from the alley located on 22nd Street between Pearl Avenue and Market Avenue, northerly 550 feet to 23rd Street. Beginning from the alley located on 21 st Street between Pearl Avenue and Market Avenue, northerly 550 feet to 22nd Street. Beginning from the alley located on 21 st Street between Chestnut Avenue and Pearl Avenue, northerly 1,200 feet to 23rd Street. Beginning from the alley located on 24th Street between McKinley Avenue Roosevelt Avenue, northerly 650 feet to 25th Street. The project was advertised for bid October 14 and 21, 1999. On November 11, 1999, the following bids were received: UNIT 2: BIDDER Tri-Tech Construction, Inc. M.E. Burns Construction, Inc. Conatser Construction, Inc. Cleburne Utility Construction, Inc. Whizcon Utility, Inc. B&H Utilities, Inc. Burleson Utilities, Inc. AMOUNT $335.989.00 447,450.75 452,962.50 457, 421.25 468,459.00 474, 886.00 482,105.70 TIME OF COMPLETION 110 Calendar days City of Fo�t Worth, Texas Mayor and Coun�il Communi�ation DATE REFERENCE NUMBER LOG NAME 1 /11 /00 **C-17820 30LEE PAGE 3of3 SUBJECT qWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AND 2 Texas-Sterling Construction, Inc. 498,196.80 Jackson Construction, Inc. 590,070.75 The proposed improvements consist of the replacement of approximately 6,200 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62A, E, F, J and K. Since Tri-Tech Construction, Inc. is the low bidder on both units, construction of both units will begin simultaneously and the contractor shall be allowed a total of 130 calendar days to complete construction of both units as stipulated in the project contract documents. In addition to the contract cost, $73,000.00 (Unit 1: $49,000.00 and Unit 2: $24,000.00) is required for inspection and survey and $42,000.00 (Unit 1: $25,000.00 and Unit 2: $17,000.00) is required for project contingencies. Tri-Tech Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 13% M/WBE participation on Unit 1 and 12% M/WBE participation on Unit 2, and documenting good faith effort. Tri-Tech Construction, Inc. has identified several subcontracting and supplier opportunities on the above listed projects. The M/WBE's contacted in the areas identified either did not respond or did not submit the lowest bids. The City's goal on this project is 16% for Unit 1 and 15% for Unit 2. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Office by: FUND I ACCOUNT I CENTER I AMOUNT CTTY SECRETARY (to) Mike Groomer 6140 I City of Fort Worth, Texas Mayo r and C ou�n.0 � 1 Communi�at iorl DATE REFERENCE NUMBER LOG NAME PAGE 1/11 /00 **C-17820 30LEE 4 of 3 SUBJECT AWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AND 2 Originating Department Head: I I I I I A. Douglas Rademaker 6157 �(from) I APPROVED 1/11/00 PE42 541200 070420417670 $696,957.00 � Additional Information Contact: I PE42 541200 070420417680 $335,989.00 I � � A. Douglas Rademaker 6157 I I O O�. � � -a, D � D � �- � � � � L � � � 1 SPECIAL CONTRACT DOCUMENTS FOR MAIN BR AND MAIN 279 DRAINAGE AREA SAIVITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS �(GROUP 7, CONTRACT 1), PART 3 LJrTIT 1 D.O.E. NO. 2463 I1NIT 2 D.O.E. NO. 2464 tTIVIT 4 D.O.E. NO. 2466 SEWER PROJECT NO. PS58-070580410060 IN THE CITY OF FORT WORTH, TEXAS 1999 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. 4 � `•�P,'(E e... TF�-�11 5 �••' � •;9S' �s . �,� � �• *� �c : . ic . .................... . �TANVIR UL ISLAM � ........................ .q:, 842�9 :' ,� +�'tc�.o��'E1�tSE9 cs.\��= I'' TURNER COLLIE & BRADEN INC. ENGINEERS • PLANNERS • PROJECT MANAGERS 1200 Summit Ave., Suite 600 Fort Worth, Texas 76102 0 � �� I I 1 ' � � � � I � � � � � � � � TABLE OF CONTENTS PART A PART B PART C PART D PART E PART F PART G Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders M/WBE Specifications - Unit 1 (Pink) Proposal - Unit 1 M/WBE Speci�cations - Unit 2 (Pink) Proposal - Unit 2 M/WBE Specifications - Unit 4 (Pink) Proposal - Unit 4 General Conditions (Canary Yellow) Supplementary Conditions (Canary Yellow) Special Conditions (Green) Additional Special Conditions (Green) Deta.ils (Green) General Specifications for Water Department Projects (Not bound herein) Certificate of Insurance Contractor Compliance With Worker's Compensation Laws Performance Bond Payment Bond Maintenance Bond Contract APPENDIX A Permits/Easements APPENDIX B SRF Funding � O L�J � l�l � � � 0 � a 0 � 0 � � 0 � 0 PART A Notz'ce to Bidde�s Detailed Notice to Bidde�s Special Inst�uctions to Bidde�s 0 i� �'I� LJ � � Sealed bids for the following: NOTICE TO BIDDERS Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 3 Unit 1 D.O.E. No. 2463 Unit 2 D.O.E. No. 2464 Unit 4 D.O.E. No. 2466 oiJNIT 1 (DOE 2463) a o iJNIT 2 (DOE 2464) 0 UriIT 4 � (DOE 2466) � 29 EA Manholes 15 LF 6-inch PVC Sanitary Sewer by Open Cut 5,626 LF 8-inch PVC Sanitary Sewer by Open G�t 285 LF 8-inch DIP Sanitary Sewer by Open Cut 261 LF 8-inch DIP Sanitary Sewer by Other than Open Cut 24 EA Manholes � 3,561 LF 8-inch PVC Sanitary Sewer by Open Cut 138 LF 8-inch DIP Sanitary Sewer by Open Cut 218 LF 8-inch DIP Sanitary Sewer by Other than Open C�t 170 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement 14 511 165 979 180 82 731 EA LF LF LF LF LF LF Manholes 8-inch PVC Sanitary Sewer by Open Cut 8-inch DII' Sanitary Sewer by Open Cut 6 to 8-inch Sanitary Sewer by Pipe Enlargement 8 to 8-inch Sanitary Sewer by Pipe Enlargement 8 to 10-inch Sanitary Sewer by Pipe Enlazgement 10-inch DIP Sanitary Sewer by Other than Open Cut 0 addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 n.m. on Thursday. November 11. 1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, specifications and conhact documents for this project may be obtained at the � offices of the Department of Engineering, Municipal Office Building, 1000 Throclanorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of Fifty Dollars ($50.00). � fl L�' CII � A pre-bid conference will not be held for this project. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must submit the complete specifications book or risk rejection of bid. For additional information, please contact Mr. Michael Domenech, P.E. at 332-5474 (ext. 39) or Mr. Stephen James, P.E. at 332-8977. ADVERTTSING DATES: October 14, 1999 October 21, 1999 D A_� � � �'� L� � L�J Sealed proposals for the following: DETAILED NOTICE TO BIDDERS Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 3 Unit 1 D.O.E. No. 2463 Unit 2 D.O.E. No. 2464 Unit 4 D.O.E. No. 2466 addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office unti11:30 p.m. on Thursday. November 11,1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, specifications and contract documents for this project may be obtained at the office of the Department of � Engineering, Municipal Office Building, 1000 Throclanorton Street, Fort Worth, Texas. A fifty (50.00) dollar deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifly (50.00) dollazs for each set. These documents contain additional information for prospective bidders. � I� I'I� I�I L!' l�1 I� �•J I� � LJ � �!'J All bidders will be required to comply with provision 5159a of "Vemon's Annotated Civil Statutes" of the State of Texas with respect to payment of prevailing wage rates and City Ordinance No. 7278, as amended bX City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on this project shall consist of: iJNIT 1 29 EA Manholes (DOE 2463) 15 LF 6-inch PVC Sanitary Sewer by Open Cut 5,626 LF 8-inch PVC Sanitary Sewer by Open Cut 285 LF 8-inch DIP Sanitary Sewer by Open Cut 261 LF 8-inch DIP Sanitary Sewer by Other than Open Cut UNIT 2 (DOE 2464) tTNIT 4 (DOE 2466) 24 EA Manholes 3,561 LF 8-inch PVC Sanitary Sewer by Open Cut 138 LF 8-inch DIP Sanitary Sewer by Open Cut 218 LF 8-inch DIP 5anitary Sewer by Other than Open Cut 170 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement 14 511 165 979 180 82 731 EA LF LF LF LF LF LF Manholes 8-inch PVC Sanitary Sewer by Open Cut 8-inch DIP Sanitary Sewer by Open Cut 6 to 8-inch Sanitary Sewer by Pipe Enlargement 8 to 8-inch Sanitary Sewer by Pipe Enlargement 8 to 10-inch Sanitary Sewer by Pipe Enlargement 10-inch DIP Sanitary Sewer by Other than Open Cut and all necessary appurtenances and incidental work to provide a complete and serviceable project. Included in the above will be all other miscellaneous items of construction as outlined in the Specifications and Contract Documents. A pre-bid conference will not be held for this project. DNB-1 LsJ � I�� The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate, detach or remove any portion, segment, or sheets from the contract documents at any time. Bidders must complete 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 expiraHon of ninety (90) days from the date bids are opened. The Award of Contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the awazd be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as thres j3) separate a contract documents and shall not 6e construed as being a single contract. The proposal sections are provided as three (3) individual proposals with three (3) individual M/WBE specifications and are arranged in units to allow prospective bidders to submit bids on oae unit, or all units. Award of contract(s), if made, shall be to the a responsive low bidder for each individual unit. If a contractor is the responsive low bidder on multiple units, then a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each individual unit. � 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 ' IonQest construction time neriod within such contracts. � Any contract or contracts awarded under this Detailed Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. This contract is contingent upon release of funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees is or will be a party to a this Detailed 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. In accordance with City of Fort Worth Ordinance No. 13471, as amended by Ordnance No. 13781 the City of Fort Worth o has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained &om the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WANER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation'�, as appropriate. The D � Documentation must be received by the contracting department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. � T'he Contracting Department for this project is the Engineering Department. For additional information concerning this project, please contact Michael Domenech, P.E., Project Manager, at 332-5474 (ext.39) or Stephen James, P.E. at 332- 8977. O � O � � ADVERTISING DATES: QOctober 14, 1999 October 21, 1999 O � DNB-2 BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E., Director By: Rick Trice, P.E. Manager, Consultant Services � � � � L�l � � � C � u L�! C ��J � 'J SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMEN1� 1. �'RFAUALIFICATIt�N RFA : All contra�cctors submitting bids are required to be prequalified by the Fort Worth Wafer L�e�artment prior to submitting bids. This prequalification process will est�blish a bid limit based on a technical evaluation and financial analysis of the contra�ctor. It is the bidder's responsibility to submit the following documeiitation: a cunent financial statement, an acceptable experience re�ord, an acceptable equipment schedule and any other documents the Department may deem necessazy, to the Director of the Water Department at least seven (7} calendar days prior to the date of the opening of bids. � (a) The financial statement required shall have�hee,n prepa�red by ari independent certified public accountant or an independent public a,ccountant holding a valid permit issued by an apprapriate State licensing agency and shall have been so prepared as �to reflect the financial status of the submitting company. This statement must be curi�ent and not more than one (1) .year o1d. In the case that a bidding date falls within the time a new statement is � being . prepared, the previous statement shall be updated by proper verification. � � � (b) For �an experience record to be �considered to be a�cceptable for a given project, it must reflect the experience of the fum seelain�g qualification in work of both the same nature and technicallevel as that of the project for which bids are to be received. (c) The Direct,or of the Water Department shall be the sole judge as to �the acceptability for financial qualification to bid on any Fort Worth Water Departinent project. (d) Bids received in excess of the bid limit shall be considered non responsive and wi11 be re;ectea as suoh. (e) The City, in it's sole discretion, may reject any bid for failure to demonstr�te ezperience and/or expertise. ( fl Any proposals submitted by a non prequalified bidder shall be retumed unopened, and if ina.dvertently opened, shall not be considered. . (g} The City wi11 attempt to notify prospective bidders whose qualifications (financial or a- experience) are not deemed to be appmpriate to the nature and/or magnitude of the . project on which bids are to be received. Failure to notxfy shall not be a waiver of any L�l necessarY Prequalification. -1- � � � � � � � � � , 2. �ID SEX:URI'Ti': . A cashier's check or acx,eptable bidder's bond payable to the City of • Fort Worth in an amount of not less than five percent (5 5b) of the largest possible totai of the bid submitted must accompany the bid, and is subjeet to forfeiture in the event the successful bidder fails to eacecute the Contract Documents �trithin (10) days after the contract has been awarded. To be an�acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. ZYeasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be�licensed to do business in the State of Tezas. The amount of �the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 3. 4. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the OProposal the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. . � 6. BIDDER LICFNSE; Bidder must be a licensed Contractor in the State of Texas. • .f u D D , �� . D a a � � ' . � � 7. NnNRESIDIIVT BIDDERS: Pursuant to ArticYe 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this � contract to a nonrfsident bidder unless the nonresident's bid is lower than the lowest� bid submitted by a responsible Tezas resident bidder by the same. amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the State in which the nonresident's :. principal place of business is Iocated. - � � BONDS: A perforn�ance bond, a payment�bond and a maintenance bond each for one hundred (IOOgb) perc�t of the contract price will be required; Reference C 3-3.7. WAGE RATES: Not less than the prevailing wage rates established by the City of fort Worth, Texas and as set forth in the contract documents must be paid on this project. "Nonresident bidder" means a bidder vrhose principal pla,ce 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 Te�as. � This provfsion does not apply if t�is contract involves Federal funds. � l�l � The appropriate� blanks of the Proposal must be filled out by all nonresident bidders in �, order for the bid to meet spaci�fications. The failure of a nonresident cont�rractor to do so . will automatically disqualify that bidder. � � . 8. L�J L L!� � l�! C � LJ L' l�J L� C' C � � �'AYMENT: If the contra�ct amount is $25,000 or less, the contra�t amount shall be paid within forty-five (4� calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Ezecutive Branch of the Federal .Governm�t, Contractor covenar►ts that neither it, nor any of its officers, members, agents, employees, pmgram participants or subcontra,ctors while engaged in performing this contract, shall, in connection with the employment; advanoement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of ttieir age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor fiu�ther covenants that neither it nor its officers, membexs, agents, employees, subcontractors, program partieipants, .or persons acting on their behalf, shall specify, in � solicitations or adveitisements for employees to work on tbis contract, a maximum age Iimit for, such empYo.yment unless the specified maximum age limit is based upon a bona fide. occupational qualification, retirement plan or statutory requirements. Contractor warrants it will�fully comply with the policy and will defend, indemni.fy and hold City harmiess against any claims or al�egations asserted by� third parties or subcontractors and/or its subcontractors' alleged failure to comply wiih the above referenced Policy concerning age discrimination in the perfoimance of this agreement. 10. DLSABILITY: In aocordance with the provisions of the Americans With Disabilities Act of 1990 ("A:DA".), Contra�ctor warrants that� it and any and all of its sub�contractors will not unlawfully discriminate on; the basis of disability in the provision of services to the � general public, nor in the availability, terms and/or conditions of employment for � applicants for employment with or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicable Federal, Staze and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or suticonhactors 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 ��greement. -3- � C� L' � � l�J � � L�J a � � � � � 1�1 � � 11. MINORITY AND WOMEN BUSINESS ENTERPRI5ES: In accordance with the City of Fort Worth Ordinance No.13471, as amended by Ordinance No.13781 the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall su6mit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FROM andlor 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 shali be evidence t�at the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MSE) andlor a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any andit andJor ezamination 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 aegligent misrepresentation) and/or the commission af fraud by the Contractor will 6e grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) andlor 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. 'i� � I�1 � . . I � s Clt�y Of�FOrt WOrth " E"T.OF '" Minority and Women 6usiness Enterprise ��r� ��,� � MBE/WBE UTILIZATION r %ri -Te��, �r�v�h�. �r��. '�-3�1+��918 A�l 9 21 �IME COMPANY NAME BID DATE �AIN BR AND MAIN 279 REHAB. AND IMPROV. PART 3. UNIT 1 PS58-070580410060 PROJECT NAME PROJECT NUMBER rT �'ITY'S M/WBE PROJECT GOAL: 16% I � � � �'I.� - �on-responsiv„e ta sp��ifications . _ . , :.; � . Company Name, Cohtact Nam9, Certified' Address, and 7elephone No : � Q' F � �i: O Q..� ,, � o , ' ' z; � �.' , ., . ,. � ; ; I . � :. ,. . , ,.. .. �• , I maft s �"� c ... �O. �x �71 : ��..��-„1�1... -f- �� F.I� �f 7� - �998. �(�;Q,ur�,ow n 1 rof{i G CON� .d O `� �I o �r� y� . � �,� s '�� vay- �sa�. I� a � �ri ��, r.�c _ � i3�� ;�ti��, ��.5, 5'�i� � ti�--�-- C /�aN � 3- �� . o a fo' �mal a contrac I M/WBE PERCENTAGE ACHIEVED: f� � � �g-:documentation,"and�receiVed by the,Managing Department' i ctpening,'exclusive of; bid opening date, will resuit in the bid : „ .. .. , ...... • ' �. ..., . . `'� eeiiient"with the IVIBE and/or WBE firms for work listed in this ,., : . , . . . th the Ci�y of'°Fort Worth. The intentional and/or:knowing ,. .. �f disqUalification and vVill result in the bid being considered �, Specify'All Contracting :�"Specify All Items to be ; "�' Scope of Work`(*) = Supplied(*) , _ , � , , . ; - .,' 7ru��i%� � �qra'i �4o�e 5� �� ATTACHMENT 1A Page 1 of 2 � . Dollar Amount ;� � . ' V L d " a� , �' • ' , �� y�, �oo, °� �y� � �� a= r o� J�� , %°� � � M1WBEs mu�t, be locaf'ed in,th.`e:5 (nine) co�irity marke..tplace or cu�rently doing busine'ss in the marketplace'at the time of bid. "; ..°° .. r) Specify;'all areas in which MWBE's are to b�.utilized and/or items to be:supplieil: . :� ° � . _ , , . , . „ ") A complete�listing of (fems to,be supplied,is required:in order to receiye cr�dit"toward the M11N�BE goaL ;: � , , , �:, (**) Identify�each Tier level � Tier Mearts the level of sulic.ontracting below.the p�ime contractorlconsultant; i.e.,.a direct payment � , ,. :.. ° ;, , " ., from. the prime contractot to;a subcoptractor is considered 1'� tier; a payment by a subconfraCtor to ;. , , :, _ ; ' ' ' ' ., its supplier, is consid`ered 2nd tier ' ; ;; . ' � ,_ . , , � . . , .. , . : . ,-•, , : ; . , ,, , THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT 8Y 5:00 p.m., FIVE (5) ClTY BUSINE�S DAYS AFT�R B1D OPENING, EXCLUSIVE OF THE BID OPENING DATE � t�ev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department -� MAIN BR AND MA1N 279 DRAINAGE AREA SANITARY SEWE�t SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNIT 1 � ,r ATTACHMEN7 1A Page 2 of 2 MAIN BR AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHASILITATiON AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNIT 1 ci_ty of Fort wortn '� Minority and Women 6usiness Enterprise Specifications MBE/WBE UTILIZATION �;Company: Name, Co%t�ct'N�me, ", '�Certified `= Specify Alf Contracting Address,.and Te,��phone �lo � � ;; � ., ''Scope of Work (*),,, . - ,,, , r� ,, _, F � a > _; .. F i ' .�'t''K''i ��.'..r� t . iV ,�:�0 I:I . ; . �. i�Pl . � i � -. ' ' t � ,- � � � .%�� . �.I �'_ � 1�., ��' �� .. 5 I�1� ' I � 'lir� 'I �.� . � 1 � M1 � � t i4 � 1 .. 4 � � ��.' :. .:i . . .. ...., , ,:� . _�i�: �... :::f�k�� w��.l-,.l�tal 4 ..x,t $nn,:��.�. . �u: .:_.. � ��. . '.. . . .. � . .. � ... __..�nX � � % � ✓Yi. / "� `^' wo, f �,.,,,,_�. ��., a �l � r.�a�� w�� . 4�� . ?� 765 C� n- T�x ��,1 i�►► i � 31� �o � � � - ( j F-�, wo�� 1 7` ��i� ��t�r� m+� 1 �� . « ,�. - a� o �� '' � 4� ml Specify All Items to be � - Supplied(•) Dollar Amount ;� « . V L a� , . , � . ��` �� sy �0 1 /� °� �7�i- �� `T-o� i -- 9C� s�'S" The bidder further agrees to provide, directly to the City upon request, complete and accurate informa�ion regarding actual work performed by all subcontractors, including MBE(s) and/or W8E(s) arrangements submitted with this bid. The bidder also agrees to ailow an audit and/or examination of any books, records and files held by their company that �' will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or �employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, � State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material ' breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work �for a period of time not less than one (1) year. BEs and WBEs MUST BE CERTIFiED BY TNE ClTY BEFORE CONTRACT AWARD ��r �- � �._ . / /'o� V'�' ofJ�l Adtiiorized ature � Printed Signa'ture � ' l� / ' Title Contact Name and Title (if different) ' - %�ec� C� �� c- � . l �i .� n / � ^ `�`9� �S .�/ Company Name �l /33 �� Gpo.� ��O S. Address � � �� . I,✓or 7'h � % k �G �� . �City/State2ip Code � � Telephone Number (s) �� — ��.�-.��s-� Fax Number �� /� � �// Date TH1S FORM Ml1ST BE RECEIVED BY THE MAP�AGING D�PARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF iHE BID OPENING DATE Pages 9 and 2 ov �ittachment 1� must be received by the Managing Department Rev. 6/2/98 � u � � LJ �� L�J I�� '�� I� I� I� r�; u �� L u Page 1 of 1 ' MAIN BR AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNIT 1 city of Fort wortn Minoriiy and Women Business Enterprise Specifications Prime Contractor Waiver �/'1� —/ � C�rl S�` . --�-✓1 L_ MAIN BR AND 279 REHAB. AND IMPROV. PART 3, UNIT 1 Prime Company Name � ' Project Name �/ � [ � "` / �' PS58-07058041006Q Bid Opening Date � Project Number If both answers to this form are YES, do not complete ATTACHMEiV71C(Good Faith Effort Form). All questions on this form must be compieted and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. 7his form is only applicable if both answers are yes. Will you perform this entire contract without suppliers? Yes �No If yes, please provide a detailed expianation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actuai work perFormed by all subcontractors, including MBE(s) andlor WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) and/or WBE (s) arrangements submitted with this bid. 7he bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional andJor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Locat laws concerning false statements. Any failure to comply with this ordinance and creates a materia! breach of contract may result in a determination of an irresponsibie offeror and barred from participating'in City work for a period of time not less than one (1) year. , ?�uthoriie �gnature �� Title ,, �r'�' -��Gh (�ar�y� ��'� Company Name �i.� � � _ �o� �ao�. Address �� `rAuthorize ignature � �r'�l vt/��" Printed Si nature / Contact Name (if different) �� - y�� .�i Contact Telephone Number (s) �y�-.�� Fax Number ��,� -r� � Company Name ��h �, ...��Y Rev. 6/2/98 Wil! you perform this entire contract without subcontractors? Yes ,�No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this ts your normal business practice and provide an operationa! profile of your business. �. I� �, � , _ MAfN 8R AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND (MPROVEMENTS tGROUP 7, CONTRACT 1) PART 3, UN1T 1 City of Fort Worth QMinority and Women Business Enterprise D GOOD FA1TH EFFORT � � �� -�� .� H ��_ �� _ //- //- 9 DPrime Company Name Bid Date MAfN BR AND MAIN 279 REHAB. AND IMPRQV. PART 3. UNIT 1 PS58-070580410060 � Project Name Project Number ��If you have fa�led to secure MIWBE` artici` ation and 9 u:'hyve subcont p,tin ' and/or supplier opport�nities or if� Y �, P P' „ Y 9_ m ;. p , p tY ; . our M�1N8EF artici a#ion is�less than the`Ci s prolect oal ou must com fete this tor � tf th b'dd ' th d f 1' 'th th MNVBE 1' b � I�� e i er s me o o comp iance wi e goa is ased upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisty the Good Faith EfforE requirement absent proof of fraud, intentional andlor knowing misrepresentation the facts or intentional discrimination by the bidder. Failure ;�ta cvtqpiete'this:,form, �in its ,entirety with= supporting:�ciocumentation, and �eceived by� the . ,, , , . ,. Manag�ng �epartment on �r before 5 00'p m five {S}:City business days after bid opening, exclus�ve of bitl. openm e,bid�being considered°non-responsiveto„bid.specificatiopst, .. . g d�te, wiU resulE in th ..., _ � 1.) Please list each and every subcontracting andlor supplier opportunity (DO NOT LIST NAMES OF FIRMS which witl be used in the completion of this project, regardless of whether it is to be provided by a MMIBE or non- MIWBE. L�� (Use addrtiona! sheefs, if necessary) QList of: Subcontractina Opportunities 1/'�G�'ii�_ ��r► (/ � L•J �Q L✓�o r�!' �� Sn� aCQ hL ��. Cw�; w� 0 u � �� U� c,�,� ►� -P T 1/. ,�'� ti�. ��w� Q �� n�� C �a�-i � � � List of: �� /� O� �s t�x��`<u..e�j �� l�. Supptier Opportunities �ti+, r_� n� ��y m, � �i�,�,( o; l. , P`� - � � ^ � .� 6-�-. T ; l,e.�s . � l I J� �.. (� � r. i i Rev. 6/2/98 ! a U � � � • ATTACHMENT 1C � , � Page 2 of 3 ` MAIN BR AND MA1N 279 DRAINAG� AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEiVIEiVTS {GROUP 7, CONTRACT 1) PART 3, UNIT 1 2.) Did you obtain a current list of MlWBE firms from the City's M1WBE OfficE? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. �Yes No Date of Listing �l_�1�, 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously o listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? �Yes If yes, attach M1WBE mail listing to include name of firm and address and a dated pNo copy of letter mailed. � 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by teleghone, exctusive of the day the bids are opened? � �,Yes If yes, attach list to include name of M/WBE firm, ep rson contacted, No phone number and date and time of contact. C � NOTE A:facsimile may be used to comply with-e�ther 3 or 4,:;but,may not�be u$ed for both '.If a facs��nile � , is �used, �attach :the fax confirmation, ,which �s„ to provide MlWBE name, date, time; fax numb,er and ; ,., , .. .,... .: . documentation:faxed � � ' ...;, .,,;:. ;- .; , :, ; ;:: ;. ,.. ,: . . .,. . . ,::. „ , , . : . . . . ... .. . . .. .. . . , . ,. , �, ' a NOTE If a SIC Jist of M/WB�, is. que`stions 3 and 4 If a sic list � the::list�but� nof (ess}than;ten ta: k � � � D a � a a 5.) Did you provide plans and specifiications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? �Yes No 6.) If M/WBE bids were received and rejected, you must: (1� List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercialiy reasonable, qualifications, etc.) and (2) Attach affidavit andlor documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calis, meetings, etc.) (Please use additiona! sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ��+ �a��-S��IIy �b�� y�� As r,�9� �,� �>d „� �' .S p'Z�i % 071� �(.e.2 i�r'Aa,v✓I .�.1/. , 1✓ni W c<o 'rr �� I.VA S WD� 1.l.��v, Rev. 6/2/98 � . , ATTACHMENT 1C � � Page 3 of 3 '' MAIN BR AND MAIN 279 DRAiNAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNIT 1 ADDiTIONAL lNFORMATION: Please provide additionat information you feel will further exptain your good and honest effo�ts to obtain M/1NBE participation on this project. � 4 _ �c2� �; !�._�/ d vi,,� ��i �. 0�� r � � � � The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that wili substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for �� terminating the contract or debarment from City work for a period of not less than three �� (3) years and for initiating action under Federal, State or Locai laws concerning faise statements. Any failure to comply with this ordi�ance and creates a materiat breach of � contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not tess than one (1) year. � � , � I-^ 1 � 0 The undersigned certifies that the information provided and the MNVBE(s) listed waslwere contacted in good faith. fi is understood that any M/WBE(s) listed in Attachment �C wifl be contacted and the reasons for not using them wiil be verified by the City's M E Office. 7�0 �,��1y �-'�uthoriz "gnature Printed Sign ure / V r � Title Contact Name and Title (if different) � �� %�G� (_�o,��, ��, Company Name �'L� 3 �. �9��d D .S � Address �_�- � ��, �--� . 1 � �6 �/� . City/State2ip ' � �/ � ��f9G �s �/ Telephone Number{s) . �y6 -��y� Fax Number l l - l � � 99- Date � Rev, 6/2/98 � , - :' ': Page 1 of 2 ) MAIN 279 DRAIMAGE AREA SANITARY SEWEi� SYSTEM AND IMPROVEMENTS �GROUP 7, CONT�ACT 1) PART 3, UNIT 2 ,c''�' � .;,� ,,� ..�� ,� . � a , . . .. - . : � ��' 4 ��=�� < < • Clty Of FO�t WOrth ��'�, �� .; Minbr�ty�sand Women Business E��t�r�� pe� �if�'cations � � MBENUBE UTiLIZATION I r� -/��► CQ�aS�. �e� 'yy Nilll � ii A(�l%ig /t�r 99 = COMPANY NAME � BID DATE BR AND MAIN 279 REHAB. AND IMPROV. PART 3. UNIT 2 PS58-070580410060 ECT NAME PROJECT NUMBER CITY'S M/WBE PROJECT GOAL: 15% or I hI/WBE PERCENTACE ACHIEVED: �`, S 9�� Y. . � i.. i support�ng documentation,.and;e:receiyetl by the Managing epartment � , , , ::. .. .. ►s after bid'opening,.exclusive of bid opening date, will result in the tiid. .at,,: , , , ions . ..: „ .. .. � � . , The undersign'+e� b�dder� aj �ces` t� enter m�o a farmal agr�ement with the MBE and/or WBE firms for work listed in this schedule, cor��[troned upon erxecu�ion of a contract w�th the :C�ty .of�. Fort Worth: " The .intentional andlor' knowing misrepresentation +af fa,cts is gi`out�ds:for cons�deration of disqualification and will result m. the bid being aonsidered ; : ,;; � nan responsive to spe��fications , ' � „' � ,, �: ' � . . � � . . ; :Company Name, Cor�tact N�tn�, ° Certif�ed Address, and Telephone No ' . � �, a > i � v ,Oo ,..,' : � a Z ,� � ��1 ,. ..,�-l�, ..�"�c - 0 .- ��o�l .� l � �` ti y�� - �3 99�3 �(�/fo,,,4�►� �r'�L {�, y�Q �i tfnr✓LL �{- - 'f � . �,� � r,� ��io� � �n o i � (� r� `,C�._..... �ay-y�a� X '; Specify Al1 Contracting :: Sc�pe of Work (*)' �, � Specify Ail Items to. be - -,Supplied(*) - . ,�$ . �� , . °'� � . . � '. ` Dollar. Amount :,. 1 rw(,wy �`�- � y+ -�-�. ��. da <r� �� - �� 1� o�l� �y� l�� 0��- �' �, ��'0_ ��' 1.3, �o� y� . . . � '_MMIBEs'musf be:lbcated in the $;(nine);county mariietplace or cu�tentl doin business in the market lace at,the time.of b'd. ' "• _ . Y` . 9. . P .. . .. .. l . - . ' � : ,. . , (*) �:Specify all areas in �whlch MWBE's.`'are to be utilized and/br:ltems to:be suppl�ed , '� .' ` . . , '•: ;: , (') A,complete�listing bf items to.be supp�ied: is required in order to receive credit toward the.,MlWBE goal � � ' (*`) Identify each Tier level :Tter: Means the levei of subcont�acting 6elow,the prime contractorlconsultant, i.e., a direct payment :: , , " ` ;: ,� :. frcm the prime contractor to a subcantractor is. consfdered 1� tier, a payment by'a subcontractor to , , .. . ' ,� , ° ` ,, , ;,i#s suppl�eris,considered 2nd tier � ' ' � �:. : , , ,. : ,; , ... _ : � �, - 7HIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID O?�NING, EXCLUSIVE OF THE B(D OPENING DATE Rev. 6/3l98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department � �. ; � , . � at _ Company:Name, Contact;Namb, �` Certified �°Specify All Contracting Specify All Items to be - Address, and Telephona No �_ ;: Scope of Work (*) Supplied(*) . � `` � ; , - . " , ,, , y � ~on ;,;, �•' (` :.,� . .�. :', f :.. �' Z f .:: "� ) �. � . �. J :: � �:� 1 . . f �� .: _ :.:i: 1. . �� ...., :. . . �.... :. .. r . � . . � . ��la�.��.i� *'n � > / , . _�, 1 � �, c . P o . � �� g ��..9 � �� . �o�-E-�.� � �d�:�.. �e � k- Gl�` � � y�� — 3 7 �`"" �C.g�,. `7—�x S�e oty �„ �,-� cim►m� �c.�. .,.�.� � - 7�Y �- y �+. war�l,� b//,/�,,, � � _ y-.�a� o�. � 5. H i 1 Hl,i-it4lttV 1`IN Page 2 of 2 MAIN BR AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILlTAT10N AND IMPRO�/EiU1ENTS (GROUP 7, CONTRACT 1) PART 3, UNIT 2 Ciyt of Fort Worih Minority and Women Business Enterprise Specifications MBEIWBE UTILIZATION � � Doilar Amount � ;� � a °' �i ~ � f�� r��- �� Iy��y�s-pr � � �.1 .. ��, �� The bidder further agrees to provide, directly to the City upon request, complete and accurate �nformation regarding �actuaf work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted with ihis bid. The bidder also agrees to allow an audit andlor examination of any books, records and files he{d by t'heir company that will substantiate the actual work performed by the MBE(s) andlor WB�(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the �contract or debarment from City worfc for a period of not less than three (3) years and for initiating action under Federai, State or l.ocal laws concerning false statements. Any fa9lure to compty with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work �for a period of time not less than one (1) year. MBEs and WB� MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD v�2,�j��j � �i'��J�� ic/��o�v A►�fhorized S' ture p Printed Signature � ' � U� � �7itle � � — l £'G� C�c�S�. �i'a C , Company Name («� �- �ivc� �a0 �� Address ° f ��-„ �o � �-�,; �'� ��/%�., �City/State2ip Code � CJI Contact iVame and 7itle (ii different) �! ��y9��5`36/ 7elephone Number (s) �� Fax Number . 1 I �i� ��9 Date THIS FOR�41 MUST BE RE�EIVED BY TiiE iUTANAGING D�PARTMENT BY 5:00 p.m., FIVE (5) CI7Y BUSIN�SS D�1YS AFTER BID OPENING, EXCLUSIV� OF 7HE BID-OPENING DATE Pages 1 and 2 of Attachment 1A must be received by the Managing Department :?ov. 6;2!°8 �� , 1� i� � � � � ATfACHMENT 1 B Page 1 of 1 MAlN BR AMD MAIN 279 DRAiNAG� AREA SANITARY SEWER SYSTEM RENABlLlTATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1} PART 3, UNIT 2 City of Fort Worth Minority and Women Business Enterprise Specifications Prim� Contractor Waiver I/" 1'"�'�C�1 I'ra n�i� � �c� C• MAIN BR AND 279 REHAB. AND IMPROV. PART 3 UNIT 2 Prime Company Name '� Project Name ! I � I � � � /� PS58-070580410060 Bid Opening Date � Project iVumber t� Will you perform this entire contract without subcontractors? Yes ,�,No `-� If yes, please provide a detailed explanation that proves based on the size and scope of this " project, this is your normal business practice and provide an operational profile of your �j business. �'� Will you perForm this entire contract without suppliers? Yes � No , If yes, piease provide a detailed expianation that proves based on the size and scope of this �project, this is your normal business practice and provide an inventory profile of your , business. , , � � P � The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual worlc performed by all subcontractors, including MBE(s) andlor W8E(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) and/or WBE (s) arrangements subm9tted with this bid. The bidder aiso agrees to allow an audit and/or examination of any books, records and files held by their company that wiil substantiate the actual work pertormed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. , i � �,uthoriz ignatu e �� Title I �; T�� Cahh� ---1� . Company Name � i :3 3 L= , L�9� �v�� .S. Address _ �� A�{hori Signatu�' � i'�O 1/ l�li'QO� 1l Printed Signature I Contact Name (if different) �1 ��y9�' -��/ Contact Telephone Number (s) ��-��y Fax Number / /'✓ `i� (� /� �'l� -LGZ� Company Narn� Rev. 6/2198 If both answers to this form are YES, do not compiete A7TACHMENT 1 C(Good Faith Effort Form). AI1 questions on this form must be completed and a detailed explanation provided, if applicable. if the answer to either question is NO, then you must complete ATi'ACHMENT 1C. This form is only applicable if both answers are yes. � , 4 � S ., � � � � � � � � � � � 0 A7TACHMENT 1C Page 1 of 3 MA1N BR AND MAiN 279 DRAINAGE AREA SANlTARY SEYVER SYSTEM R��lABILITATION AND IMPROVEMEIVTS (GROUP 7, CONTRACT 1) PART 3, UNIT 2 City of Fort Worth Minority and Women Business Enterprise � � GOOD FAITH EFFORT � T,�� T�r,� ('�� . � t_ .. //—�/-99- Prime Company Name 8id Date MAIN BR AND MAIN 279 REHAB. AND IMPROV. PART 3. UNIT 2 Project Name . PS58-070580410060 Project Number �If you� ha�te;faifed to secure M/WBE participation and'you havg subcontracting and/or` suppl�er opportunities or"If� odrrVUWBE; patticipat�on.i�s less tfian the Clty's projecfigoal, you'm'ust'co'm`plete this form.. ' ` '° Y . , ,. If the bidder's method of compfiance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder wil{ have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru fi below, shatl satisfy the Good Faith Effort requirement absent proof of fraud, intentional andlor knowing misrepresentation the facts or intentional discrimination by the bidder. �a�lure��to comptete th�s form, in `its er�t�rety w�th supportmg ;,documentation, and received by „the Mana�«tg Departmert�on or before.5:00 p m f�ve (5) C�ty busmess d'ays after b�d opening, exc(us�ve of bid , � � i . , ,. ,,;;; x g nort respohsive.to,;bid;spec�fications - : � - p, g _, , t �n the liid bein. conslde�ed , �. ,. a enir� �ti�te vvill resu � 1.) Please list each and every subcontracting and/or supplier oppo�tunity (DO NOT LIST NAMES OF FIRMS which will be used in the completion of this project, regardless of whether it is to be provided � by a M/WBE or non- M/WBE. (Use addifional sheeis, if necessary) � List of: Subcontractina Oaportunities � �/'�tCMi � P(�? Q�cr��..cJ. v O � � �vYlG� (,a1o�� O�'i � 0 � � � � , r r .,,i,,� -�s�. �,�� c►�� . �cwkrn '� �-�, �h�. List of: �c,d ��k , ,.. 1� ��,� �� r�Gl y�', �O�IC � f . Supplier Opportunities ��e � . I�� , f � �'�a<�. %;Iefs-� t �� r. �eM,� � � � caa�� 1�, � � � Rev. 612/98 ATTACHMEiV71 C , Page 2 of 3 MAIN BR AND iVIAIN 279 DRAINAG� AREA SANITARY SEWER SYSTEM REHABILlTATiON AND 1MPROVEIVIEiVTS (GROUP 7, CONTRACT 1) PART 3, UNIT 2 2.) Did you obtain a current list of MIWBE firms from the Ciiy's M1WBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. �Yes No Date of L'+sting �l�/� 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously tisted, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? � Yes If yes, attach M/WBE maii listing to include name of firm and address and a dated No copy of letter mailed. 4.) Did you solic9t bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? �Yes If yes, attach iist to inctude name of M11NBE firm, ep rson contacted, No phone number and date and time of contact. . ,: NOTE A facsimile may be used to comply`with either 3�or 4,`;but may not be used for both.- If a facsimile : , . , ; is used� �ftach the fax';�cinfit�mation, which is to prov�de MIWBE ;name,`date, time, fax number. and documentatian fazed� '; , ;: ` , . , . , , , . �. � , . ,., ,. ,. : tact the entire list to be.in compliance with . ., . bidder. must.contact at least two thirds of 3 and`�d , .� , 5.) Did you provide plans and specifications to potential MNUBEs or information regarding the location of plans and specifications in order to assist the M/WSEs? �Yes No 6.) lf MIWBE bids were rsceived and rejected, you must: (1) List the MlWSE firms and the reason(s) for rejection (i.e., quotation not commercialiy reasanabie, qualifications, etc.) and (2) Attach affidavit and/or documentation to support the reason(s)listed below (i.e.. lett$rs, memos, bids, telephone calis, meetings, etc.) (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for � Rejection r ��-,��ls �� Il0 e l��1�-t� ��_ ��I�� i� ��lw�;d Rev, 6/2/98 ,� � '' � � ATTACHMENT 1C Page.3 of 3 MAIN BR AND MAIN 279 DRAiNAGE AREA SANITARY SEWER SYSTEM RENA8ILITATION AND IMPROVEiNENTS (GROUP 7, C�NTRACT 1) PART 3,'UNIT 2 ADDITIONA� INFORMATiON: pPlease provide additional information you feel will further expiain your good and honest efforts to obtain MIWBE participation on this project. �!�0 r`i �q -1 P- ( i(d2 � u, r S"h' ,c� n�G h DV'v '�` /l� � n v4, i l�%�,� bY'�?a-��,. �� S. m ' � - ) � I J � � � The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work pertormed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder atso agrees to allow an audit and/or examination of any books, records and files held by their company that wiil substantiate the actual work performed on this contract, by an authorized officer or employee of the City. � Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three {3) years and fior initiating action under Federal, State or Local laws concerning false � statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not iEss than one (1) year. � � ■J � � � � J The undersigned certifies that the information provided and the M1WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M ffice. ' � �. _ `7`r�j� �it/'o�Ul t� �orized S' ure �� Printed Sign�ture / �� Title � �— � � -T� � �� y�, --��`, Campany Name ►, �� a� .� . Address � � � Wor��-�, . I � %�1i� a�� City/State2ip ' Contact Name and Title (if different) �!�- y9� �"3�/ . 7elephone Number(s) yy.�- 3��y Fax Number � / �" �� J�� Date Rev. 6/2198 I ; ,' 1 !I il. � � � � �I �I � � � � � � � � � � � � � � PART B - PROPOSAL IT1vIT 1 CONSTRUCTION (This proposal must not be removed from this book of Contract Documents). TO: Bob Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for: Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 3 Sewer Project No. P558-070580410060 D.O.E. No. 2463 The major work on this project shall consist of: LJNIT 1 29 EA Manholes (DOE 2463) 15 LF 6-inch PVC Sanitary Sewer by Open Cut 5,626 LF 8-inch PVC Sanitary Sewer by Open Cut 285 LF 8-inch DIP Sanitary Sewer by Open Cut 261 LF 8-inch DIP Sanitary Sewer by Other than Open C�xt and a11 necessary appurtenances and incidental work to proyide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the fiime stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items) ("D-No." refers to the related items in Part D- Special Conditions): NOTE: A BID MAY BE SUBMITTED ON EITHER iJ1VIT 1, U1VIT 2, UNiT 4 OR ALL, AT TI� CONTR.ACTOR'S OPINiON. Bl-1 � � � � � � � � � � � � � � � � � 1 � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 � UNIT 1 CONSTRUCTION Item No. Approximate Description of Item With Quantity Bid Price Written In Words Unit Amount Price Bid 1 E 3 4 15 LF *6-inch PVC San. Sewer Pipe (All dept ) @ Dollars and �i, Cents $ ,L�y, 00 � ��,� OD Per Linear Foot 5,626 LF *8-inch PVC San. Sewer Pipe . (All dept ) an �� ,� Doliars and ��Cents • �� / O. OD ��i� � �� .�, � Per Linear Fodt 285 LF 8-inch DIP San. Sewer Pipe (All depth (c� Doliars -/ and � e Cents $ .��{! 4 0 $/�' ,�' f0 . D� Per Linear Foot � 261 LF 8-inch DIP San. Sewer Pipe , , Other h n Open Cut (All depths) o ��a.�t'� Dollars and �a U Cents $ �O�` �� $ .�� o. D!� Per Linear Foot 5 25 EA Standard 4-Foot Dia. SSMH to 6- o t D th Dollars an �1„ Cents $ �/�-�D. OC� $ �/ � Ov Per Each � � � 6 37 VF Extra Depth Over 6-Feet for Standard Foot ia. SSMH (cr� � Dollars and � � �Io Cents $ �D. 00 $ � .�� 0, G� Per Vertical Foot * Contractor must complete City Approved Product Form on Page 61-8 B1-2 � � � I ' I � � � I 1 � � � i � � ' � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 UNIT 1 CONSTRUCTION Item No. Approximate Quantity 2 EA Description of Item With Bid Price Written !n Words Unit Amount Price Bid fi Standard 4-Foot Dia. Drop SSMH to 6-F t De @ Dollars and c�a Cents $ �OOO.Od $ �dG�.O� Per Each � 8 21 VF Extra Depth Over 6-Feet for Standard oot Dia. Drop SSMH C�a ,� Dollars and �Io Cents Per Vertical �Foot $ 9�. Ov $/. S� 9D � O(� 9 2 EA Standard 4-Foot Dia. Precast Shallow Cone MH G Dollars `�� and y�/I o Cents $/�/OD. OD $� Sr-t"/D. vv Per Each ` 10 11 12 13 29 EA Vacuum Te t SSMH @ /4.Q r�.� Dollars an � Q Cents Per Each � 29 EA Concret Collar or S MH @ f Gf G�Dollars and o Cents Per Each � 29 EA Watertight s rt for SSMH aC� Dollars and o Cents Per Each � 51 VF SSMH Corrosio Resi tant Coating @ Dollars and �I Cents Per Vertical f�oot B1-3 ,, ,/J// � �aa. ov ��,r Sfa � . ov , � //, �Do.00 � .�a, oa � /. �o. o0 $ 0�0. OD $ /��OD. CY� � � � � � � � � � � � � �. � � � � � � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 Item No. 14 15 `[:� 17 UNIT 1 CONSTRUCTION Approximate Description of Item With Quantity Bid Price Written In Words 159 EA 4-inch S ice T p(O en Cut) @ �,� ��oilars and cdI Cents Per Each � Unit Amount Price Bid � �D, G� ��i � oo. oD 2,486 LF "4-inch Diameter PVC Sanitary Sewer Service Line � a(� � � Doliars ,/� � and �/o Cents $ �� $ �� J��%S�� Per Linear Foot 332 LF "4-inch Diameter PVC Sanitary Sewer Service 'ne - Rer ute on Private Property @ —" Dollars and o Cents $ -�� $ /�10�0• �� Per Linear Foo 3 EA 6-inc ervic Tap Open Cut) @-��, ir.�� Dollars and _rI o Cents Per Each � � �c}�, 00 $ / �pp. o0 18 103 LF `6-inch Diameter PVC Sanitary Sewer Service Lin � l�a `7��p� Dollars /� and c�o Cents $ y 0� $ �d�� D(� Per Linear Foot � 19 5,631 LF Trench Safety System (> 5 FT. Depths) an �t7,v� Dollars and �c Cents $ �00 $ � ��/. 00 Per Linear Foot * Contractor must complete City Approved Product Form on Page 61-8 B1-4 � � D D 0 a � a O a. a a D � a � � �. D MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 Item No. 20 21 22 23 24 25 UNIT 1 CONSTRUCTION Approximate Description of Item With Quantity Bid Price Written in Words 3,060 LF Pre-Construction N Inspection of Sanitary Sewers � � (�a --7�.� - Dollars and c�� Cents Per Linear Foot Unit Price $ �• o� Amount Bid $ 9./�o.ov 6,172 LF Post-Construction N Inspection of Sanitary Sewers . C�a ��o,� Dollars and �I� Cents $ /OD $ �, /�%a2• 04 Pe� Linear Foot 101 LF 157 SY 57 SY Curb and Gutt r R lacement @ � Dollars ��` f: 11� and o Cents � $ Per Linear Foot ` � � Concrete riveway eplacement I an .� Dollars � ,`,� and �1a Cents � $ `��• � Per Square Yarc� � � Asphal--� way Replac ment � @ � Dollars o and o Cents $ �D• Ov Per Square Yard $ o�G S�.i�OD $ �.�9�00 $ /,59�. O� 29 SY Concrete ide alk Repl cement @ � _ Dollars and o Cents $ �� 0� $ � /�� • �D � Per Square Yard � B1-5 � � � � ' ' 1 I � � � � � � � � � � � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 UNIT 1 CONSTRUCTION Item Approximate Description of item With No. Quantity Bid Price Written In Words 26 31 SY Stone Replacement an ,-7�iti.e�• Dollars and ��'lo Cents Per Square Yard 27 � 29 30 20 EA Pre-Co tructio D-Hole a(� �-cu r�� Dollars and o Cents Per Each Unit Price $ ,3.a� Amount Bid $�,�. o0 � �oD, 00 $ /O,tXID• Od 18 EA Remove Existin SSMH @ ��Dollars `� and �I6 Cents $ �DD� 0� $ �S�rrD• Ov Per Each 4 EA Aband Exi ting SSMH . ,li/�t�i(c�� Dollars . and � �% CentS Per Each � $ �pDO. PJO $ 02 l�oo. Od 90 LF Concr E casef�ent (c� -� �-7�Jo Dollars , � ��%1 and �o Cents $ ��.0� $ � �/�D� Ov Per Linear Foot 31 1 TON Cast Iron Fitti gs " � Dollars /� and c� � Cents $ a; .�D. 04 $��00. O!� Per Ton � 32 134 LF Asphalt surface & Reinforced Concrete Repair pe ig GCD / � / (a� � Dollars $ (p0 00 $ �', ��!/0_ Gt'� . and �/o Cents Per Linear Foot � B1-6 D a � � 0 0 0 D a a� � � D � � D 0 a D MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 Item No. 33 34 35 36 37 38 TOTAL AMOUNT OF BID - UNIT 1 $ (TRANSFER TOTAL TO PAGE 6-SUMMARY) B1-7 Approximate Quantity 2,108 LF UN1T 1 CONSTRUCTION Description of Item With Unit Bid Price Written In Words Price Amount Bid HMAC Pav e.�nt Repair per Fig. 4 GCD ,/ o0 (cr� ��iy //i� Dollars $ 5`�. DO � ,��i;,,20. D and �Y " Cents Per Linear Foot 73 LF Concre P vem nt Repair per Fig. 1 GCD @ � Dollars $ -�02. Ol $� �/y� �C� and `�% o Cents � Per Linear Fodt 29 SY Replace " C ncr�e e Valley Gutter @ I,�l�o Dollars $ ��•D� $ �oZ�� Dl� and �a Cents Per Square Yafd 1,260 SY 6" Topsoil a(� �i9��¢.2� Dollars $ �• �� and y'l o Cents Per Square Yard $��.. ��o. a� 693 LF Bermuda Grass Solid Sod Complete in lace �`�� iv ..i�i,¢� Dollars $.� OD $.', 5�� Od and �%o Cents Per Linear Foot 100 LF Hydromulch Seeding Complete in Place (a� T, � Dollars $/a� �d $/, DDD 0� and �I„ Cents � Per Linear Fdot �� , �� M � I � � � � � 1 � � � � � � ' � � � CITY APPROVED PRODUCT * * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC NO. SIZE E1-31 � E1-25 E1-27 , 4" thru 30" 4" thru 15" 4"thru 15" E1-28 18" thru 27" E100-2 18" thru 48" Consult the "City of Fort Worth, Texas, Texas 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 listed above will be allowed for use in this project. Any substitution shall result in rejection of bid As non-responsive. A:/material.doc BI-g � i.�� II �J � �I� I'� '� �.� Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Project: dated January 1, 1978, including latest revisions, and that he has read and thoroughly understands all tlse requirements and conditions of those General Documents and the specific Contract Documents and ar�purtenant plans. The undersigned assures that its employees and applicants for employrnent and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 . as amended by City Ordinance No. 7400. � The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and � to complete the contract (iJIVIT 1) within one hundred thirty (130) calendar da.ys after beginning construction as set forth in the written work order to be furnished by the Owner. O a- � a � U � � � � � (Complete A or B below, as applicable) ❑ A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. J� B. The principal place of business of our company or our parent company or majority �� . owner is in the State of Texas. Bl-9 � � � � I�� I� � � � � � � � � � � � Receipt is acknowledged of the following addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 � (SEAL) If Bidder is Corporation Date: % % � % � ' 19 Respectfully submitted, � r� i -- %_�� o r� ��, �,�'l � , By: _ � � �S �� Title I l -� � � , Zd �� , r�o ��//� Address �3/ � - `�`9� � � 3�/ Telephone B1-10 ' O � � L�.� �J � l�J LJ � � ,� �■J �!J I�1 u L�J I�l L�J r`I � PART B - PROPOSAL iJNIT 2 CONSTRUCTION (This proposal must not be removed from this book of Contract Documents). TO: Bob Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for: Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 3 Sewer Project No. PS58-070580410060 D.O.E. No. 2464 The major work on this project shall consist of: iJNIT 2 24 EA Manholes (DOE 2464) 3,561 LF 8-inch PVC Sanitary Sewer by Open Cut 138 LF 8-inch DIP Sanitary Sewer by Open Cut 218 LF 8-inch DIP Sanitary Sewer by Other than Open G�t 170 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Conixact Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be fumished by the City, which is necessary to fully complete the work as provided in the plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and fiunish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items) ("D-No." refers to the related items in Part D- Special Conditions): NOTE: A BID MAY BE SUBMITTED ON EITHER i.JNIT 1, TJNIT 2, LTNIT 4 OR ALL, AT THE CONTR.ACTOR' S OPINION. B2-1 � � � � f 1 � � � � � � � � � � � �� MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 UNIT 2 CONSTRUCTION Item Approximate Description of Item With No. Quantity Bid Price Written In Words 1 3,561 LF "8-inch PVC San. Sewer Pipe (All depths) � @ Dollars and o� Cents Per Linear Foot 2 Unit Amount Price Bid $ �� a� $ ��p� o� 170 LF *'`6" to 8" Sewer Rehab By Pipe Enlargement (All depths)�% . a(� .� � Dollars �- and � � a Cents $�4 D v $�,,�D• 00 Per Linear Foot' ' � 3 138 LF 8-inch DIP San. Sewer Pipe (All depths) , @ Dollars and `� o Cents $��. DO $ �910 � �D Per Linear Foo`t 4 218 LF 8-inch DIP San. Sewer Pipe Other t an Open Cut (All depths) ollars p and `7%o Cents $�d `/. DO $ �/, 0�002. 4� Per Linear Foot � 5 17 EA Standard 4-Foot Dia. SSMH to 6-F t pt @ ` -u� .ac�c.�,�,Q�Dollars and y'lo Cents $��• 4v $�,�.,1�00. Ol7 Per Each � � 6 12 VF Extra Depth Over 6-Feet for Standard 4- oot Di . SSMH al� .�. Dollars and o� �� Cents $ �0.00 $ g�0, Ol'� Per Vertical Foot � ',** Contractor must complete City Approved Product and Approved Method Form on Page B2-8 B2-2 � � � 0 � a � � � � O a � a � � � �_ a MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 UNIT 2 CONSTRUCTION Item Approximate Description of Item With No. (�uantity Bid Price Written in Words 7 2 EA Standard 4-Foot Dia. Drop SSMH to 6-Fo t Dept @ GL�i Dollars � and u�Io Cents $.�; C� O� $ �� Per Each �� 2 VF Extra Depth Over 6-Feet for Standard 4-Foot Dia. Drop SSMH np �i Doliars and � Cents $ �D•00 � /�000 Per Verticai Foot Unit Amount Price Bid 9 5 EA Standard 4-Foot Dia. Precast Shaliow Con� H @ Dollars and �/o Cents $��DD. 00 $� 000_ Od � . , Per Each 10 24 EA Vacuum Te t SSMH @ � Dollars and �lo Cents Per Each � $ �. Oo � �,�q�. ov ., 11 12 13 24 EA Conc te Col r for SSMH @ Dollars ,/ and �Io Cents $ 5/��4-av $ 9�00. D!� Per Each � 24 EA Watertight sert or SSMH a(� � Dollars and � � Cents Per Each 140 EA 4-inch Service Tap (Open Cut) @ ricQGQi Dollars and �I o Cents Per Each � B2-3 $ .�0. o� � ,/02' oo, o� � .�DO, O� � S�aZ, O/�D.GI� , � � �� ' � I. � I I 1 � � � � � � I MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 UNIT 2 CONSTRUCTION Item Approximate Description of Item With No. Quantity Bid Price Written in Words 14 5 EA 4-inch rvice Tap (Pipe Enlargement) Doliars and o Cents Per Each � Unit Price � 900, o� Amount Bid $ � � .500. a� 15 1,800 LF *4-inch Diameter PVC Sanitary Sewer Service Lin (�a �..va� Doilars and �lo Cents $ .� � $ �ODD, OD Per Linear Foo{ 16 17 18 19 298 LF "4-inch Diameter PVC Sanitary Sewer Service Line - Reroute on Private Property . @ � Dollars and ��I� Cents $�.� 00 $/Q 4�0 DD Per Linear Foot 2 EA 6-inc Servi e Tap (Open Cut) @ c /r.�� Dollars ,/` an �o Cents $ �JD•Ov $ �04• D(� Per Each 50 LF '`6-inch Diameter PVC Sanitary Sewer . Service Line (a� �,/,� Dollars and �Io ' Cents $ �- DD � �DO.Ov Per Linear Foot 3,018 LF Trench Safety System (> 5 FT. Dep s) na �� and �'I o Per Linear Foot * Contractor must complete City Approved Product Form on Page 62-8 B2-4 Dollars Cents $ � �� $ 3; 0/� � U O � � 0 D D 0 0 �- a � � a O � a a._� a MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 � UNIT 2 CONSTRUCTION Item Approximate Description of Item With No. Quantity Bid Price Written In Words 20 1,079 LF Pre-Construction N Inspection . of Sanitary Se ers @ Dollars and ��10 Cents Per Linear Foo�t 21 22 23 24 25 26 Unit Price ;, � �� Amount Bid $��.�%G� 4,087 LF Post-Construction N Inspection of,r�anitary Sewers � an �,��/.:� Dollars and v%� Cents $ �DO $ ,(�iQ��Ol� Per Linear Foot 66 LF Curb an Gutt r Re� l�a�cement @ -'T,u�-o Dollars and a Cents $ ��. DO � ��_ j02 . DO Per Linear Foot � 75 SY � Concret riv way epiacement @ ,U o Dollars ,/ and ��o Cents $ 5��•D0 $ � /�D.00 Per Square Yard 25 SY Asphalt Driveway Replacement an '�r�� Dollars and �%o � Cents $ ��' �v $ ��D • �v Per Square`Yard 20 SY Concrete ,ide alk Repi cement @ c � Dollars Q and o Cents $ ��• �� $ F%�4 �� Per Square lfard 3 EA Pre-Co tru�ctji�n D-Hole '/, �I.-u/KG�k2G� Dollars $ 1000. 00 � ��D� D� an �'I o Cents � Per Each � 62-5 DMAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 �� O Item No. a27 � � 28 � � 29 � � 30 a � 31 0 O32 a � 33 a �. a UNIT 2 CONSTRUCTION Approximate Description of Item With Quantity Bid Price Written In Words Unit Amount Price Bid 13 EA Remove Exis ing SSMH @-,ZG'lV �'.u�x.C�i�� Dollars and �Iv Cents $ o� �� $ o? �OD.00� Per Each 3 EA Abandon xistin SSMH (c� ��5��Dollars and � v�%0 Cents Per Each � � �ro. ov $ /, �oo. ov 67 LF Sag Adjus e t for Pipe Enlargement an �� Dollars and ` � o Cents $ J`✓D. DD $�.��0 D�i Per Linear Foot 78 LF Concrete E as ment a(� � Dollars and � �'la � Cents Per Linear F�oot $ �- o� � �/,?o. o� 2 TON Cast Iron Fitti gs @-�dGl�f�. �Dollars and �% Cents $� 000. D� $�000. �v Per Ton � 219 LF Asphalt SurFace & Reinforced Concrete Repair per ig 2 GCD (�a a;a�� Dollars and � �! o Cents $.�o. Of� $/0 9�0• �l7 Per Linear Foot � 251 LF HMAC Pavem nt Rep 'r er Fig. 4 GCD @ � Dollars � and o Cents $ �� 0D $ `7, ��- � Per Linear Fo6t � B2_s � � 0 a O D � � � � O � a � O � � � � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 3 UNIT 2 CONSTRUCTION Item Approximate Description of Item With Unit No. Quantity Bid Price Written In Words Price 34 25 SY Replace 7" C ncrete Valley Gutter @�� Dollars $ �� and v�o Cents Per Square Yard 35 � 37 1,171 SY 6" Topsoil � �� and v')D Per Square Yard 124 LF Bermuda Grass Solid Sod Complete in Place Ca) r�. > and , �%o Per Linear Fodt Dollars $ �•d� Cents Dollars $ /D• p4 Cents Amount Bid $ i o..�o. o� �.�.3 S'/3. o� $ /,,2sLo. �7v 1,273 LF Hydromulch Seeding Complete in Place (a� ��n Dollars $ ,�- DO $ � Jr�� Od and �a'1 o Cents Per Linear Foot TOTAL AMOUNT OF BID - UNIT 2 $ (TRANSFER TOTAL TO PAGE B-SUMMARY) 62-7 3�� j ��r Dl � � � � � � � � � � � 1 ' � � � � � � CITY APPROVED PRODUCT AND APPROVED METHOD FOR *,** * CONTItACTOR SHALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC NO. 5IZE E1-31 ,_��E1-25 4" thru 30" 4" thru 15" E1-27 4"thra 15" ' E1-28 18" thra 27" E100-2 18" thru 48" Consult the "City of Fort Worth, Texas, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. ** CONTRACTOR TO INDICATE PIPE ENLARGEMENT METHOD BEING USED AND PROVIDE NAME OF CONTRACTOR FOR INSTALLATION: �_ PIM Method i'�f! �� — l� � b,�o'7" C4 ��7 ' Name of Subcontractor if Applicable T.R.S. System Naxne of Subcontractor if Applicable McConnell Method Name of Subcontractor if Applicable Expanded System � Name of Subcontractor if Applicable Note: Only tee service connections will be allowed Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid As non-responsive. A:/material.doc BZ-g � � � � L�J �: � Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. � The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Departrnent Projects dated January 1, 1978, including latest revisions, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and Q to complete the conixact (UNIT 2) within one hundred ten (110) calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. p(Complete A or B below, as applicable) ❑ A. � a � � B 0 � 0 O a �- O The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, axe required to be percent lower than resident bidders by state law. A copy of the statute is attached. Nonresident 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. B2-9 � � � � � � � 1 I I 1 � 1 i 1 � � ' ' Receipt is aclrnowledged of the following addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 (SEAL) If Bidder is Corporation Date: �j `i� ` 9� Respectfully submitted, �; �7—�ti �.� �• By: �� i� Title 1 / � � �a ��,� ��?O S. � Address � �9�--��6/ Telephone � B2-10 -� c_ F�� ,� �ti 76/�a- 0 r 1 1 1 1 1 1 � PART C � General Conditz'ons Supplementary Conditz'ons � � � � � � ' 1 n C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2,9 Telegraphic Modification of Froposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3 .13 C3-3.14 C3-3.15 AWARD 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 Exec�ition 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 CS-5.2 Conformity with Plans C5-5.3 Coordination of Contract Documents CS-5.4 Cooperation of Contractor C5-5.5 Emergency and/oz Rectification Work C5-5.6 Field Office CS-5.7 Construction Stakes CS-5.8 Authority and Duties of Inspectors CS-5.9 Inspection C5-5.10 Removal of Defective and Unauthorized CS-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials CS-5.13 Storage of Materials CS-5.14 Existing Structures and Utilities C5-5.15 Interruption of Service C5-5.16 Mutual Responsibility of Contractors C5-5.17 Cleanup CS-5.18 Final Inspection C2-2 (4) C2-2 (4) �2-2 (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) (2) (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) CS-5 C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 CS-5 Work CS-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) (2) r� � � � � � � � � -, ..� � � . ,_ �.�,<�:, .. L� � Cl-1 Cl-l.l 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=3.16 C1-I.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 TABLE OF CONTENTS , 1 � ' � ' � ' � � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder , General Conditions Special Conditions Specifications Bond Contract Plans City City C'ounc'il Mayor' City �.Mana�ger City . Af torney � Director of P'ublic Works �Director, City Water Department Engineer . Contractor Sureti-es 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 Cl-1 Cl-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3> (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 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 Bid Security (1) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) ' C8-8.3 C8-8.4 C8-8.5 C8-8.6 ca-8.� C8-8.8 C8-8.9 C6-8.10 C8-8.11 C8-8.12 C8-8.13 (4) C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8=8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (S) Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents � � �� C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 �" C6-6.7 C6-6.8 ' C6-6.9 C6-6.10 C6-6.11 � C6-6.12 � C6-6.13 „� C6-6.14 � C6-6.15 C6-6.16 ' � , ' � . C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 � 1 ' � ' 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 Responsibility 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 by City Use of a Section 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 of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8.2 Unit Prices (3) C6-6 (1) C6-6 (1) C6-6 (1) C6-6 (2) C6-6 (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6> C6-6 (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) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents• constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected'by the Owner. � C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corpor�tion, acting 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 precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements 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 sezvices in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to docume•nts shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) � , � � PART C - GENERAL CONDI�TIONS Cl-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-l.l 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 performance oE the contract. These are contained in the � General Contract Documents and the Special Contract Documents. � � a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) � (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS 1 ' � PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) White White Canary Yellow Brown Green El-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRA�T DOCUMENTS : The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: P ART A- NOTICE TO BIDDERS (Advertisement) Same as i 1 � above PART B - PROP05AL (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 C1-1 (1) separately) � C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed_official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth,City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the 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 Contr�ct Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 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 principal unit of work for a period of not less than seven (7) hours between 7:00 a.m, and 6;00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City �ouncil of the City of Fort Worth for observance by City employees as follows: C1-1 (4) � � ' faithful � following: �_l L� � � per formance of the contract and incl�rde the a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement bet�aeen the Owner aqd 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, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The �, plans are usually bound separately from other parts of the � Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. � rj C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corpora_tion, authorized and chartered under the Texas State ' Statutes, ac ting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter ' vested in the City Manager. The terms City and Owner are synonymous. � C1-1.13 CITY COUNCIL: The duly elected and qua�ified governing body of the Ci�y 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. 1 ' C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1 (3) C1-1.27 CHANGE ORDER: A"Change Order" is a written � supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the � scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is ` more than 25� of the amount of the particular item or items in „�, the original proposal. Al1 "Change Orders-" shall be prepared by the City from � information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley � shall be defined as a street or alley having one of the, following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without �� separate base material. 2. Any type of asphalt surface treatment, not �� including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. � 4. Concrete, with or without separate base 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:. The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four (4' ) feet back of the average edge oE pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been addea one or more applications of gravel or � similar material other than the natural material found on the street surface before any improvement was made. "� � , C1-1 (6) "�1 ' � � 1 � 1. 2. 3. 4. 6. 7. 8. 9. When one of the above named holidays or a special holiday is „� declared by the City Council, falls on Saturday, the holiday � � shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees , working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: � L �� ' , � 'J ,-, LJ AASHTO - American Association of MGD State 8ighway Transportation Officials ASCE - Arnerican Society of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Water Works Association ASA - American Standards Association HI - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. New Year's Day January 1 M. L. King, Jr. Birthday Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine - Asphalt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum C1-1 (5) - Million Gallons Per Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Diameter Elev.- Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yard L.F. - Linear Foot D.I. - Ductile Iron 1 forms or other parts of the Contract Documents �ill be considered as apQroximate only and will be used for the purpose of comparing bids on a uniform basi�. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any Way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Uocuments on tile with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of writ�en addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time 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 contained in the Contract Documents and officiall� promulgated- addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and camplete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Oocuments will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) � � �� ' , �J 1 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 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 statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10�) percent of the estimated project cost will be required. , For.an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualitication 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 quali.fication to bid on any Fort Worth Water Department project. C ' � The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIE : The quantities of work and materials to be furnished as may �e listed in the proposal C2-2(1) ' C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, a�ccompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notic� 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 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 City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for� opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communica�ion at any time prior to the time set For opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR RQPOSALS: Proposals shall be considered as being "Irregular" i� they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities_of any kind. However, the C2-2(4) � ' Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. " C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces � applicable to the project contained in the form shall be +1� correctly £illed in and the Bidder shall state the prices, written in ink in both words and numerals, for which he 1 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. I� If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be ' given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or � corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign , proposal must be properly certified and must be in writing and submitted with the proposal. ' � � ' ' � C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered af ter 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 Security is required by the Owner as evidence of good faith�on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2(3) ' +�r � ' Owner reserves the right to waive an and all i y rregu-larities and to make the award of the contract to the best interest of � the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. � C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: , � � C� ' ' ' , � � � a. Reasons for believing that collusion exists among bidders. . - b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c. The bidder being interested in any litigation� against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) , ..� The Contractor shall post the required notice to that effect � on the project site, and, at his request, will be provided � assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on "� file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. ""' C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been T read by the Owner it cannot be withdrawn by the Bidder within `"'' forty-five (45) days after the date on which the proposals were opened. .,� C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to ,� withholdfinal action on the proposals for a reasonable time, ~�; not to exceed forty-five (45) days after the date of opening, proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee.•. � The award of the contract, if an award is made, will be to the � lowest and best responsible bidder. -�, The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as 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 di�posed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: .� � a• PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 � percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the ' work and performance of the contract, and for the � protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or � the use of inferior materials. This performance C3-3 (2) ,�, � :J i.i � � � � 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 ot the quoted prices, the quantities shown in the proposal, and the application of such formulas or other � methods of bringing items to a common basis as may be „� established in the Contract Documents. .� The total obtained by taking the sum of the products of unit' � prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of , the bid. Until the award of the 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 ,.r, the best interest of the Owner. � C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, , upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the , contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examina+�ion of any books, records, or fil�s 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 grounds for disqualification of Contractor at Owner's discretion for , bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall � comply with Current City Ordinance prohibiting discrimination in employment practices. 1 � C3-3 (1) � J � new surety satisfactory to the Owner. No payment will_be � under the contract until the new surety or sureties maas required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be � due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the � contract, the Contractor shall execute and file with the Owner � the Contract and such bonds as may be required in the Contract Documents. � No contract shall be binding upon the owner until it has been � attested by the City Secretary, approved as to form and � legality by the City Attorney, and executed for the Owner by� either the Mayor or City Manager. � C3-3.9 FAILURE TO EXECUTE CONTRACT; The failure of the � Awardee to execute the required bond or bonds or to sign the �� required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of � the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately � determine the amount of damages occuring to the Owner by ` reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on � the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance � of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence .� work until auth.orized 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 INSLTRANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance �� required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be �? responsible for delivering to the Owner the sub-contractors' -� C3-3 (4) � . � ' �� 1 •., � � i � � 1 � ' ' � 1 bond shall guarantee the payment for all-labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guarante,eing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of ..all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that eff ect and the Contractor shall immediately provide a C3-3 (31 � 5. C:� Builder's risk (where above-qround structures are involved). Contractual Liab.ility (covers all indemniEication requir�ments of Contract). d• AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procu.re and maintain, during the life oE this Contract, Comprehensiv� A�itomobile Liability insurance in an amount not less tha.n $250,000 for injuries including accidental death to any one person and subject to the same �limit for each Qerson an amount not les� than $500,000 on account oP one accident, and automobile property damage insurance ia an amount, not less than $100,000. e. SCOPE OF ZNSURANCE AND SPECIAL HAZARD: The insurancz required under the above.para�raph� shall provide adequate Qrotection for the Contractor and his sub-contractors, respectively, against damage cl�ims which may arise from operatio,ns under this contract, whether such operations be by the insured or b y anyone directly or indirectly employed by him, aa3 also against any �f the following special hazards which may be encountered in the perfo.rmance of the Contract. f• PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) Al1 insurance requirements made upon the Contractor shall apply to the sub-contractor, shoutd the Prime Contrac�or's insurance not cover the sub-contr.actor's work operations. 9. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, nayment, maintenance and all such other bonds are written shall be represented by an agent or agents having an ofEice located within the city limits of the C3-3 (6) � � � ' � � J � L1 � ' certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of �he Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insurance on all of his employees,to be engaged in work on the project under this contract, and for all sub-contractors. In case 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. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the 1 � 1 ' 1 above-mentioned policies, and in the amount as set f orth for public liability and property damage, the following insurance: 1. 2. 3. 4. Contingent Liability (covers General Contractor's Liability for acts o.f sub-contractors). Blasting, prior to any blasting being done. Collapse of buildings or structures adjacent to excavation (if excavations �r.P to be performed ad-jacent to same ) . ` � -�� - Damage to underground utilities for $500,000. C3-3 (5) � cnatter a5sociated such as maintaining adequate an3 apPropriate � insurance or security coverage for the project. Such local authority for administration of the work•under the Contract shall be maintained until all business transactions executed "� as part oE the Contract ate complete. Shou1�3 the Contractor's principal bas� of operations be other than in the Fort Worth-Dallas metropolitan area, aotiEicatioa of the Contractor's assignment of. local authority shall be `� mad�� in writing to the Engineer in ad vance of any work on the project, all appropriately signed and seal�d, as ap�licable, � by the Cont.ractor.'s responsible officers with the � understanding that this written assignment oE authority to a local representa�ive shall become part of the oroject Contract as though �bounci directly into the project documents, The� � intent of these requir.ements 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 � auttiority. This same r.equirement is imposed on insurancP an3 surety coveraga. Should the Contractor's local represen�ative i,3il to perform to the satisfaction of Engiaeer, the Engineer, at his sole discretion, inay demand that�such local '� representat.ive be rzplaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the En�ineer is assigned. No credit of � working time will be for periods in which work stoppages are in e.ffect For tlZis reason. - C3-3.15 VENUE: V?nue of any action hereinunder shall be exclusively in Tarrant County, Texas. � 1 � ' � , C3-3 (8) � ' � � � City of Fort Worth, Tarrant County, Texas: Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance-representative is not so empowered by the insurance.or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set� forth on all of such bonds and certificates of insurance. � � � .� � , ' ' ' 1 ' � . � � 1 ' ' ' C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall 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 will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent> with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act tor the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other C3-3 (7) waiving or invalidating any conditions or provisions oP the Contract Documents. . Variations in quantities of sanitary sewer pipes in depth categories, shall b� interpr�ted lierein as applying to the ov�rall quantities or sanitary sewer pipe in each pipe size, hut not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the-charactPr or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provzded such changes do not materially alter the original �ontract Documents or change the general nat�ir? oF the project as a whole. Such changes shall not be considere3 as waiving o.r invalid.�ting any condition or Qrovisio�n of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and �1tPrations oE the Contract Documents or of quantities or for other reasons far which no prices arn provided in the Contract �ocuments, shall be defined as "Extra Wor.k" and shall be per£ormed by the Contractor in accordance with tnese Contract Documents or avproved additions thereto; provided, however, that beEore any extra work is begun a"Change Order" shall be �xecutec� or written order issued by the Owner to do the work f or payments or credits as shall be determined by one or more combination of the following m�thods: a. � Unit bid price previously approved. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2> rental of equipment used on the extra work for the time so uszd at Associated General Contractors of America current eq�iipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security a5 det2rmined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10� of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contzactor for rental of equipment owned by him and used for the extra work. The fee shall be full and compl�te compensation to cover the cost of sup�rintendence, overhead, other profit, general and. al l othe.r expensP not included in (1 ), ( 2), (3), and (4) above. The Contractor shall keep accurate cost records on the farm and in the method C4-4 (2) +� � u � I� � � � � � ' PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK � SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide tor a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood•that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions � which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract ' Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the ' Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. ' 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 perf orm the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 � percent of the contemplated quantity of such item or items. � When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be „� furnished by the 25 percent or more, then either party to the � contract shall upon written request to the other party be entitled to a revised consideration upon that portion af the work above or below the 25 percent of the original quantity ' stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in , anticipated profits nor shall such changes be considered as L � C4-4 (1) � shall. be presented also a composite graph showing the anticipated progress of construction with the time being � plotted horizontally and the percentage oF comnlet.ion plotted vertically. The pro�ress charts shall be prepared on 8-1/2n 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 (IU) days prior to submission of first monthly Progress payment, the Contractor sha11 prepare and submit to the Owner Por approval six copies of the schedule in which the Contractor proposes to carry on the work, the 3ate of which he will start th� several major activities (including procurement of materials, �lans, and equipment) and the contemplated dates for completing the same. The schedu.le shall be in the form o£ a time schedule Critical Path Method (CPM) n�twork diagram. .As the work progresses, the Contractor shalt enter on the diagram the actual progress at the end of each pa.rtial payment period or at such intervals •3s 3irected by the Engine�r. The Contractor sha11 also revise the schedule to reflect any adjustments in contract time a�oroved by the.Engineer. Three copies of the update3 schedule shall be delivered at such iatervals as dir?cted by the Owner. � As a minimum, the construction schedulP shall incorporate ,,,� all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final draFting oF the detailed construction � schedule, the Contractor shall review the draft schedule with the Engine�r to ensure the Contractor's understanding '"' oF the contract zequirem�nts. The following guideli�es shall be adhereci to in preparing the construction schedule: a. Milestone dates and final project completi��n dates shall be developed to conForm to time constraizts, sequencing requirements and comple�ion time. � b. The construction process shall be divided into activities with time durations oi approximately fourteen (14) days and construction values not to exceed $5�,000. Fabrication, delivery and submittal activities are excePtions to this � guideline. C4-4 (4) , � , , � ■ � ' � � � ' , ' � ' � , , � suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not' constitute Extra 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 under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for 'extra work' whether or not iniitiated by a'change order' shall be a full, complete and f inal payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF QPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the�Owner and receive the Owner's approval thereof, a"Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There C4-4 (3) 1 9. Operational testing. , , � 10. Final inspection. • j t� If, in the opin,ion of the Owner, work accomplished�falls behind that scheduled; the Contractor shall take such action as 'n�cessary to improve his progress. �In ad�dition, � the Owner may �require the Contractor to submit a revisec� schedule demonstrat�ng his program and proposed plan to make up lag in�scheuuled progress and to insure completia7: of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the.number of work shifts- or the over:time operations without additional cost to the Owner. � Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified, » � , � C4-4 (6) � ,< � .. . ' . .. , . . R i� . _ _ . � ,, �`*., : � ,�► c. —, _� .-. i : �- �. � �l. � 1 �- ' �- � r �� - One critical path shall be shown on the construction schedule. �A 1 ` Float time is defined as the amount of time between the earliest start date and the latest start date'of a chain of activities of the CPM � construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow'the guidelines of this Section. For each of the trades or subcontracts, the constructi�n schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. 2. 3. 4. 5. , �i . ' ., �� ,� !' `�':.: . 8. �� i � � . r � � c. Durations shall be in calendar days and normal holidays and weather conditions ov�r the duration } of the contract shall be accounted for within the duration of each activity. ; d. .. . , ... �.�. e . Preparation and transmittal of submittals. Submittal review periods. Shop fabrication and delivery. Erection or installation. . Transmittal of manufacturer's operation and maintenance instructions. . Installed equipment and materials testing. Owner's operator instruction (if applicable). Final inspection. C4-4 (5) . ,. C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent 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 the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work, The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) � � t PART C - GENERAL COND�ITIONS CS-5 CONTROL OF WORR AND MATE�tIALS SECTION C5-5 CONTROL OF WORR AND MATERIALS '� CS-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance wi�h 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 i�l 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 ot construction, or the safety precaution and programs incident ' thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. ' He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall , be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out ' promptly. In the event of any dispute between the Engineer and ' Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both � the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all '"' cases shall confor.m with lines, grades, cross-sections, �j finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Dacuments. ' Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. � � C5-5 (1) ' These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25� will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect al� 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 manuf acturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other inf�ingements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer.. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the reguirements of the Contract Documents. He will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. CS-5 (4) ' , adequately provid � traveling public or project extends or project routing. � ' 1 ' , L� e for the safety or convenience�of the the owners of property across which the the safety of property.contiguous to the The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner- or Engineer, a conditidn of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does 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. CS-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. � C� ' C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer, will furnish the Contract�or with all lines, grades., and measurements necessary to the propet prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means o£ stakes or other customary method of marking as may be found consistent with good practice. C5-5 (3> , substitute Erom that speciEied and indicating available maintenance service. No substitute shall be ordered or instaltpd without the written approval of Engineer who wi11 be the judge of the equality and may require Contra�tor �o Furnish such other data about the �roposed substitute as he considers pertinent. No substitute shali be ordered or instalt?d without such performance guarantee and bonds as Owner. �nay require which shall be furnished at Contractor's expensP, Contractor shall indemniFy 3lld hold harmless Owner and Engineer and anyocie directly or indirect.ly employed by either of them from and against the claims, dama�es, and expenses (including attoraeys fees> arising out oE thesus� of substituted mat�rials or equipment. �5-5.12 SAMPLES AND TESTS OR MATERIALS: Whe.re, in the opinion of the Engineer, or as called for in the Contract Documents, tests of �.nat�rials or equipment are necessary, such tests wi11 be made at the expense of and Qaid For direct to the testing agency hy the Owner unless otherwise speci:Eically �.rovi3zd. Th� tailure of ttie Owner to make any tests of materials shalt be in no way relieve the Contractor oF his responsibility of furnishing materials and eqaipment fully conforming to the requirements of the Contract Dc�cuments. Tests and sampling of materials; unl�ss otherwise speciEied, will b` made in a.:�or3ance with the latest methods prescriQed by the American Soci�ty Eor Testing �iaterials �r. speciFic requirements ot the Owner. The Contractor shall Drovide such facilities as the Engineer may require for colle�ting and forwarding samples and shall not, without specific written p�rmission of the Engineer, use the cnaterials repr�sented by the sacnples until tests hav� �een made and the materials approved for use. The Contractor wi11 furnish adequat� samples without charge to the Owner. In case of concrete, the aggr�gates, desi�n minimum, and the mixing and transporting equipment shall be approved by the Fnginaer before any conc.rete is placed, and the Contactor shall bQ responsible for replacing any concrete which does not m::et the rnquirements of the Contract Oocuments. Tests shall be made at least 9 days prior to the placing of concrete, �ising samples f_rom the same aggregata_, cement, and mortar which are to be us?� later in the concrete. Should the source of suppty change, new tests sha11 be made prior to the us� oF the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which used in the construction operation shall be store insure the preservation of the quality and fitness oF When directed by the Engineer, they shall b� placed platforms or other hard, clean duraUle surfaces and are to be d so as to the work. on wooden not on the C5-5 (6) � � ' C5-5.9 INSPECTION: The Contractor shall furnish the Engineer � with every r�asonable facility For ascertaining whether or not the work as oerformed is in accor3ance with the requirements '� oE the Contract D��cuments. If the Engineer so requests, the ,� Contractor shalt, at any ti�ne beEore acceot�nce oF the work, rernove o.r uncover. such c�ortion of_ th� f_ inishAd work as may bP Y 3ir�c;ted. After examination, the Contractor shall restorP said portions of the work to the standar3 requ.i.red by the � Contract �ocuma_rits. Should the work �xpos?d or exa�nined �rove acceptabla_, the � uncovPring oc re�noving an3 re�lacing of the cov�ring o.r making good o� the parts removed shall be pai3 �o:c as nxtra wor�c, but ''� Si1011C� Ue w�r'�c so 2xposed or examined prov� to be �inacceptable, the uncovering or removing and the replacing oE, "'" all adjacent 3efective or damaged oarts shall be at thP � Contractor's expense. No work shalt be done or materials used witiiout suit�bte supervisi��n or, insp�c�ion. ' , 1 ' ' L_: ' 1 � C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: Al1 work, materials, or equipment which has b�en rejected shall be r�medi�d or r�rnoved and replaced i:� an acceptable manner by the i Or1�1'c'iCtOC at his own expensP. W:�rk done beyond th� lines and grades given �r as shown on the plans, exce�t as herein snecifically provided, or any Gxtra Work done witiiout written authority, wi.l1 be consi3ere3 as unauthorized and done at the experse oE the �ontractor. and will not bP paid For by the Own�r. Work so done may be ordered removed at the Contractor's �x�ecisP, U�on thp failure orl the part of th� Con�ractor to cocn�ly wii��i any or3er oF the Fngineer mad� under the pr�vi5io�zs �f this paragraph, the Engineer witl have the authority to cause def�ctive work to be r�medied or rzrnoved and rentac�d and iinauth�rized work to be removed, and the cost t:1er��of may be deducted Erom any ��no�iey due or to become ,due to the �ontractor. Failare to req�.zire the removal o� any def�ctiv� or ;inauthorized work shall not constitute acce,ptance of sucii works. ; CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: kf the Soecifications, law, ordinance, codes or regutations permit �ontractor to Furni�h or use a substitute that is equal to any material or equipm�nt snecified, and if Contractor wishes to .furnish or use a proposed suF�stitute, he shall, prior to the nreconstructioa conFerence, make written application to ENGI��IEER for approval of suctl substiit��te certifying in writing that the pr000sed substitute wi11 perForm adequately the functions called f�r by th� general dPsign, be similar and of equal substance to that speciEied and be suited to th� sam�� us� and capable of �erf_orming the same function as that specifie�3; and identifyinc� all variations oF the proposed �5-5 (S) ' 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 prep3red tag �orm shall be attached to the customer's entrancP door knob. The tag shal.l be durable in composition, and in large bold ty�e shall say: "NOTICE" Due to Utitity Improvem�nt in your neighbo.rhood, your (water> (sewer) service will be inter- rupted on between � the hours of and This inconvenience will be as short as possible. Thank you,. Contractor Address Phone b. Emerqency : In the event that an unforeseen service interrupt�ion occurs, notice shall be as abovA,but immed.iate . CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part oF the Contracto.r, any other �.ontractor or any sub-contractor shall suffer loss or damage on the work, the :ontractor agrees to settle with such other Coni..ractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim ac�ainst the Owner on account of any damage alleged to have b�en sustained, the Owner will notify the Cont.ractor, wno snall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Cle�n-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in iceeping with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours after written notice is given�to the Contractor that the clean-up on the job sit�� is Qroceeding in a manner unsatisfactory to the Engineer, if the Contractor fai�s to correct the C5-5 (8) � � � 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 nonexistenc:e of, or a definite location of, existing underground utilities. The location of many gas mains, water mains,�conduits, sewer lines and service lines � for all utilities, etc., is unknown to the Owner, and the . Owner assumes no responsibility for failure to show any or 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 ia not made in the Contract ' Documents, in which case the provision in these Contract Documents for Extra Work shall apply. ' It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to � provide adequate clearances. The Contractor shall take all . necessary precautions in order to protect all existing utilities, structures and service lines. Verification of °�! existing utilities, structures and servicP lines shall include � notification of all utility compani�s at least forty eight (48) hours in advance of construction including exploratory � excavation if necessary. All verification of existing utilities and thei.r adjustment shall be considered as subsidiary work, �5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of -• work where the interruption of service is necessary, � the Contractor, at least 24 hours in advance, shall be r�quired to: ' l. Notify the Water Department's Distribution Division as to location, timP, and schedule of service interruption. ' � C5-5 (7) L� � � � 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, .,,g shall be deducted from monies due or to become due to the � Contractor. Upon the completion of the project as a whole as covered by � these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and � remove from the site of the project all surplus and discarded ■ materials, temporary structures, and debris of every kind. He � shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and „� waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The r Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and ' equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. ` C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the ' Engineer will notify the proper officials of the Owner and request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After !� such final inspection, if the work and materials and equipment �; are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper ,., resolution�has been passed by the City Council. No time � charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. � ' ' � , � C5-5 (9) LJ r�r ��C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enForce among his employees such regulations in regard to cleanliness and disposal of garbage an3 waste as will tend to � prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation oE a nuisance �Y 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 � const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such Eacilities shall be kept in a clean and sanitary condition, � free from o'ojectionable 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 equipmen� � 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 �he public than is considered to be absolutely necessary by the Engineer. The Contractor is required to m3intain at all times a11 phases of � his work in such a manner as not to impair the safety or convenience of the publir, including, but not limited to, safe �� and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions � to render reasonable ingress and eg.ress 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 providi:�g .proper ingress and egres.s for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include �he diversion of driveway traffic, with specific approval by �he Engineer. If `""� diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory �"� to the Engineer at any location, the Contractor shall make ..� arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide a11 materials � and perform all work necessary For the construction and maintenance of roadways and bridges for such diversion of ' trafFic. Sidewalks must not be obstructed excEpt by special permission of the Engineer. � The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) � I� ,� � � � � .� � � � . � � � � � � ' � � . � � ' ' , PART C - GENERAL CONDI`PIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at'all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his o�erations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such en�ctment. No plea of misunderstanding or ignorance thereoE will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PAT ENTED DEVICES MATERIALS AND PROCESSES: If the Contractor is required or c�esires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreemEnt with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemniFy the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to detend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, typ e 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 (l) � carried on in such manner as not to interfere with the � operation ot trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the "" Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and throuqh 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 whi�ch 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 prvperty 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 tnaintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. A11 installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating TraFfic on Hig hways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. �� C6-6 (4) ,,,� � � gas valves, or manholes in the vicinity. The Owner reserves � the right to remedy any neglect on the part of the Contractor ,, as regards to public convenience and safety whicli may come to its attention, after twenty-four hours notice in writing to � the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to � become due to the Contractor. The Contractor, after�approval of the Engineer, shall notify �I the Fire Department Headquarters, Traffic Engineer, and Police „ Department, when any street or alley is requested to be closed or obstru�ted or any fire hydrant is to be made inaccessible, � and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by tire � apparatus. The Contractor shall promptly no�ify 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 f or crossing over ditches or streams, his responsibility f or accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims.. The Contractor shall file with the Engineer a written statement showing ail such claims adjusted. ' C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, A�,LEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or � other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be ., specifically authorized in writing by the Engineer. A � reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction � operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed � and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be i C6-6 (3) � advance of the use of any activity which might damag� 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 �oecial Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-Eour hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/�r injuries arising out oE such use o.f 2xplosive�. All claims arising out oE the use oE explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days aEter receipt of written notice of the claim to the Coatractor from eitner the, City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of ex�losiv�s may be suspended by the Engineer if any complai!�t is received and such use sha11 not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosiv�s are being transportec� shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traFEic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private proper�y, the Owner will provide such right-of-way or easement privileges as the City may deem necessary tor 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 addi�tional rights-of-way or work area shall be acquired for the beneFit of ttie City. The City shall be notified in writing as to the rights �o acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose withou� having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or ma�erial on private property unless and until the specified approval oE the property owne.r has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the iontractor ,shall clear all rights-of-way or easements oE obstructions which must be removed to make possible proper prosecution of the �tork as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) � _.� �i .� � �� J -°�, f�1 r. "'1 ,..r � i � ,� -� � � The Contractor will not remove any regulatory�sign, � instructional sign, street name sign, or other sign which has ,� been erected by the City. If it is determined that a sign must be removed to permit required construction, the �; Contractor shall contact the Transportation and Public Works � department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of r•egulatory signs, the Contractor must replace the permanent sign wi.th a , temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary �! sign is not installed correctly or if it does not meet the ,� required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the � permanent sign can be re-installed, trie Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place ' until such re-installation is completed. The Contractor will be held responsible for all damage to the � work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may 1 order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not � cease until the project shall have been completed and accepted by the Owner. ' No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, ' and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and , convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. tC6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc „ in the prosecution of the work, the utmost care shall be exercised at ' all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or � utility, and the Owner, not less than twenty-four hours in � C6-6 (5> 1 � proposal. ThereFore, no separate payment shall be all-owed � for any service a�sociated with this work. In case of failure on the part of the Contractor to restore � such property to make good such damage or injury, the Owner `"' may, �ipon 48 hour written notice under ordinary circumstancPs, � and without notice when a nuisance or hazardous conditio.n results, oroceed to reQair, rebuild, �r otherwise restore such � prooerty as �nay be dete.rmined by the Owner to be necessary, and the cost ther��by will be deducted from any monies due or � to become due to the Contracto.r under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is under�tood and agr�ed by the Ua.rti�� fi�reto that Contractor shall perform all work � and services hereunder as an independent contractor, and no�� `R as an ofEicer, agent, servant or employee of the Owner. Con.tr..3ctor shall have exclusiv� control of and the exclusive � right to control the details of �11 the work and services ,,�; performed hereunder, and a11 oersons performing same, and shall be solely responsible Eor the acts and omissions of its officers, agents, servants, employees, contractors, � subcontractors, lic�nse�s and invitees. The�doctrine ot respondeat superior shall not apoly as between Owner and iontracto.r, its officers, �gents, em�loyees, contractors and � su'Qcontractors, and nothing her`in shall be construed as creating a partnership or joint enterprise Qetween Owner and Contractor. � C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any an all claims or suits for property damag� or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, �rising out of or in connection with, directly or indirectly, the work and services to be perfor med hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invit�es, whether or not caused, in whole or in part, by alleged negligence on the part of officars, agents, servants, e�nployees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its ofFicers agents, servants and em�l�y�es for property damage or loss, and/or per�onal injuries, includiZg death, to any and all persons of whatsoever kind o.r character, whether real o.r as�erted, arising out of or in connection with, directly or indirectly, the work and services to be perPormed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) � �a � �� r 1 every precaution to prevent damage to all trees, shrubbery, �plants, lawns, fences, culverts, curbing, and all other types � of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances ^ thereof, including the construction of temporary fences, and � to all other public or private property along adjacent to the work. , � The Contractor shall notify the prooer representatives of owners or occupants of public or private lands or interest in lands which might be� affected by the work. 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 �s owners or occupants, whose land or interest � in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or � misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. ' � � � When and where any direct or indirect or injury is done to public or private property'on account of any act, omission, neglect, or misconduct in fi.he execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction o� this project shall be restored to the original or a better than original condition upon completion of this.project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing ' removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for � fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project � C6-6 (7) ' expiration of the six month period the Dirzctor may recommend that final payment be made if a.11 other work has been performed and all other obligations of t�e Contractor hav� been met to the satisfaction of the Director. The Dir�c tor may, if he deems it appropriate, reFuse to accept bids on other Water Department Contract work Erom a�ontractor 3gainst whom a claim for damages is outstanding as a result of work p�rformed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason oF the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damagA, make a written statement to ttie Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sust�ined, the Contractor shall file with the Engineer an itemized statement oE t'ne details and amount of such alleged damage and, upon request, shall give the Fngineer access to all books of account, receipts, vouchers, bills of lading, and other books or napers containing any evidence as to the amount of such all?ged dacnag�. Unless sucli statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such dacnages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.: In case it is necessary to change, move, or alter in any manner t'ne property of a public utility or others, the said prooe.rty sh�ll not be moved or interf2red with until orders thereupon have been issued by the Engineer. The right is reserved to the owners oE public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of .this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: Whea existing sewer lines have to be taken up o.r removed, the Contractor shall, at his own expense and cost, provide and maintain teinporary outl�ts and connections For all private or oublic 3rains and sewers. The Contzactor shall also take care of all sAwage and drainage which will be re�eived from these drains and sewers, and for this nurpose he shal.l provide and maintain, at his own cost and expense, adequate pumping facilitiPs and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) , � in whole or in part, by alleged negligence of officers, ' agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Cox�tractor likewise covenants and agrees to, and does hereby, indemnity and hold harmless Owner from and against any and all injuries,loss or t damages to property of the Owner during the performance of any �r of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in � part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. - � , ' ' , In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a f inal inspection, final payment to the Contractor shall not be recommended by the Director of the Water�Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been set�led and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be en titled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. � The Director shall not recommend final payment to a Contractor � against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of � the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or LL' 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. ' If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend ' that the final payment to the Contractor be made. At the � C6-6 (9) ' � thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. � .� C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer „� or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver � of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to.be a waiver of any other or subsequent breach. � The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of � Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may � purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State � Comptroller's Ruling .007. Any such exemption cErtificate issued by the Contractor in lieu of the tax shall be subject to an3 shall comply with the provisions of State Comptroller's � Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act . ..� On a contract awarded by a developer for the construction of a publicly-owned imp.rovement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. C6-6 (12) ..J _�..._ , 1 � � ,� 1 received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisf actory 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 FURNISHED BY THE CITY: When the Contrac�or desires zo use City wat�r 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 point 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. � When 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 �j 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. All necessary repairs and removals of any section of the work so put into , use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. � 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 oE the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part �,� C6-6 (11) ' � � Limited Sale, Excise and Use Tax permits and information can � be obtained from: Comptroller of Public Accounts � Sale Tax Division Capitol Station Austin, TX 1 r � � � � � � � � � � C6-6 (13) �' � � prosecuting the work and ordering mat2rials and equipm�nt which he expects to follow in orde.r to completz the project in the scheduled time. There sE�a11 also be submitted a table oE estimated amounts to be earned by the ContCactor during each mon�hly estimat� period. The Contractor sha11 commence the work to be performed under. this contract within the timP limit stated in these Contract Documents and sliall conduct �he work in a continuous manner and with su:Eficient equipment, materials, and labor as is necessary to inssre its com�letion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Oocuments. Any :deviation from scuh sequencing sha11 be submitted to the Engineer for his approval. Contractor shatl not proceed with any�.deviation until he has r�ceived written approval from the Engineer. Such specification or approval by the En�ineer shall not relieve tiie Contractor from the full responsioility of the complete performance of the Contract. The contract time may be changzd o.nly as set .fo.rtii in Section C7-7.8 "Extension of Time of Completion" o� this Agreement, and a progress scnedule shall not constitute a change in the contract time. �'7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at a11 times be conductPd by the Contractor so as to create a minimum amount of inconvenience to tiie public: At any time when, in the judgment o� the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a stree't �r public way greater than is necessary for the nroner Qxecution o� th� work, the Engineer may require the Contractor to finish the section on which operations are in progress beEore the work is commenced on any additional secti.on or street. C7-7..5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor snall be used by the Contractor is available, The Contractor may bring in from outside the City oF Fort Worth his key men and his superintendent. Alt otilzr workmen, including equipment ooerators, may be import�d only after the local supply is ex►lausted. The �ontractor shall employ only such supPrintendents, fore�nen, an3 workmen who ar:� careEul, comoetent, and fully quali�ied to perform the duties or tasks as5igned to them, and the Engineer may demand and secure the summary c3ismissal oF any person or pzrsons employed by the Contr�ctor in or about or on the work who, in the opinion oE the Owner, shall misconduct himself or be found to b� incomPetent, disrespectful, internperate, dishone�t, or C7-7 (2) � � .,� .� � � r wr ��J � � � � � � , "'� � � � � � C , ■ 1 � �, ' � 1 ' C ' � PART C - GENERAL CONDIT-IONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50�) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or othzrwise 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, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons; partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORR; Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of C7-7 (1) ' C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time establishPd in such documents and such extension ot time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of compl�tion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engi�eer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include effor�ts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindranceslto 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, iE C7-7 (4) A.. � ' � � ' otherwise objeetionable or neglectEut 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 s�xch person or persons shatl not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operat-? �ny �quipment nece5sary to properly carry out the pert-ormanc� oF the �ssigned duties. � The Cont.ractor shall.furnish and maintain on the work a11 such , equipment as i� considered to be necessary f or p.rosecution of the wor'K in an acceptable manner and at a satisfactory rate of ,.,, urogress. All equipment, tools, and machinery used for handling matprials and executing any Part o� the work shall be � subject to the approval oF �.he Engineer and shall bF maintained in a satisfactory, safe and efficiPnt working � condition. Equipment on any portion of the work shall be such that no injury to the work, workm�n or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed starting with the first 3ay of work comQl:te3 as de£ined ia C1-1.23 "�TORKING DAY" or the date stipulated i� the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract �ocuments shall be construed as � prohibitin�3 the Contractor from working on S�turday, Sunday o.r Legal Holidays, providing that the Eotlowing requirements are met: ' i a. A request to work on a specific Saturday, Sunday or Legal Holiday �nust be made to the Engineer no later than the proceeding Thursday. b. Any work to be done on the project on such a speciEic Saturday, Sunday or Legal Holid�y must be, in the opinion oF the Engineer, essential to the timely completion of the project. ,.,y The Engineer's decision shall be final in response to such a � request for approval to work on a speciEic Saturday, Sunday or � Legal Holiday, and no extra compensation shall be allowed to the Contr��tor For any work performed on such a specific ' Saturday, Sunday or Legal �oliday. ' ' Calendar Days shall be deEined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) ' $ 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and over • $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Cantract�Documents would be incapable or very difEicult oF accurat� estimation, and that the "Amount of Liquidated Damages Per Day", as ,`t out abovP, is a re�sonable for�cast oF just compensation due the City Eor harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The C�ntractor shall suspend operations on such part or parts o.E the work ordere� by any court, and wi11 not bP entitled to additional compensation by virtue of such court �rder. Neither will h� be liable to the City in the event the work is suspended by a iourt Order. Neither witl the Owner b� liable to the Contractor by virtue oF any Cou.rt Order or action fo.r which the Owne.r is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall h�ave the right to suspend the work operatian wholly or in part for such period or oeriods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Own�r or Engineer �aus� further prosecution of the work to be unsatisfactory or detrimental to the interest of the projec�. During temporary suspension of work covered by this contract, for any zeason, the Owner will mak� no extra paymAnt for stand-by time of const.ruct.ion equipment and/or const.ruction crews. If it shoul3 become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such:manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall tak? every precaution to orzvent damage or deterioration of the work;.Qe�f�rmzd; he shall provide suitable 3rainage aoout th� work, and erect tem�orary structures where necessary. Shoutd the Contractor not be abl� to complete a portion of the project due to causes beyond the control of and without the tault or negligence of the Contractor as set Forth in Paragraph C7-7,8 EXTENSION OF THE 'rIME OE COMPLETION, and should it be d�termined by mutual consent of the Con�ractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contracto� may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) � � ' L_' ' , any, which is to be furnished by the City. When suc� extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engin•eer and if by him found correct shall be approved and rePerred by him to the Council for final approval or disapproval; and the action thereon by the Council shall b� final and binding. If delay is caused by specific or,ders 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 f rom 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 1 to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents. � The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the � successful bidder or the City will become the time of � completion specified in the Contract Documents. � For each calendar day that any work shall remain uncompleted after the time specified.in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the � contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the � Contractor, not as a penalty, but as liquidated damages suffered by the Owner. � AMOUNT OF CONTRACT � , � Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 � � b. Substanti�t evidence that progress of the work � operations by Contractor is insufFicient to � complete the work within the speciEied time. � c. � Failure of the Contractor to provide and maintain sufEir_ient labor and equipment to properly execute the working operations, Substanti�l evidence that the Contract�r 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 ;ontract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract nocuments. g. Failure of the Contractor promptly to make good any defect in mat�rials or workmanshin, or any defects oF any nature the correction of which has been directed in writing by the Engineer or t'ne 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 Contr.3ctor has made an unauthorized assignment of the contract or any funds due ther�from for the benefit of any crsdit�r or for�any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in a�i acceptable manner. k. If the Contxactor commences l�gal action against the Owner. A copy of the suspension order or action of the City Council shall be s�rved on the Contractor's Sureties. When work is suspended Eor any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion therzoP which the Owner has ordered the Contractor to discontinue, and may perEorm the same or may, with the written C7-7 (8) � � � that construction may be resumed. Such reimbursement shall be ba�ed on actu�l cost to the Contractor of moving the eq�.zipment and no orofit will be allowed. • .� No reimbursem�nt shall be allow�d if_ the equi�ment is mov�d to � another construction project for the City of Fort i�orth, The Contractor sha11 not suspend work without written notice ' fr.om the Engineer and shall proceed with the work operations �ro�nptly when notiEied by the Engineer_ to so resume operations. � �� ,r � ' ' C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Etnergency, so declared by the President oE the United States or other �.awful autk�ority, it bPcomes impossible for the Contr�ctor to obtain all oF the necessary la'oor, materials, and equipment for the prosecution of. the work with reasonable continuity Eor a period of two mon�hs, the Contractor shall within seven days notify the City in writing, giving a detailed statement oE the efforts which have bPen mad� and listing all necessary items oE l�bor, �naterials, and equip�nent not obtainable. . If, after investigations, the Owner finds that such conditions existing and that the inability oE the Contractor to proceed is not attributable in whole or in part to the fault �r neglect of the Contract, then iF the Owner cannot after reasonable effort assist the Contractor in procuring and making available the nec�es�ary labor, materials and equipment within thirty days, the Contrac tor may request the Owner to terminate the contract and the Ownzr may comply with tlie request, and the termination shall be conditioned and based ��pon a Final settlement mutually acce�table to both thz Owner and the Contractor and final payment shall be made in accordance with the terms of th� agreed settlement, which shatl include, but not be limited i:o, the payment for all work executed but no anticipated nrofits on work Which has not been performed. _. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF , CONTRACT: The work onerations on all or any portion or section of the work under Contract s'nall be suspended immediately on written order of the Engineer or the Co,ntract � may be de�lared cancelled by the City Council for any good and sufficient cause. The followinq, by way of example, but not �E limitation, may be considered gr�unds for suspension or cancellation: ' ' , a. F�ilure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. c�7-7 ( 7 ) , been finished and completed, the final inspection made by the Enqineer, and the final acceptance and final payment made by the Owner. , C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work �' under this contract may be terminated by the Owner in whole, or froin time to time in part, in � acco�dance with this section, whenever th� Owner shall determine that such termination is in the best int�rest o� the Owner. Any suc'n termination shall be effected by mailing a notice oF � termination to the Contractor soecifying the extent ' to which performance o.E work under tile contract is terminated, an3 the date uvon which such � termination becomes effective. Receipt of the notice shall be deemed co,nclusively presumPd and established when the letter is placed in the United � Stat�s Kail 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 orooP 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 except as otherwise directed by the Enginzer, the Contracto:c shall: �., l. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as � may be necessary for completion of auch portion of the work under the contract as is not terminatpd; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; � 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, � iF any, dir�cted by the Engineer: C7-7 (10) � , � � � consent of the Owner, sublet the work or that portion of the � work as taken over, provided however, that the Sureties shall � exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized �'" agents. The Sureties, in such event shall assume the � Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the ' terms of the Contract Documents. Al1 monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, � subject to all of the terms of the Contract Documents. " In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract ~' responsibilities, or that portion thereof which the Owner has �i ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it , may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and , use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of , the work, and to charge to the account of the Contractor.of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged � shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor . under and by virtue of the Contract or any part thereof. The ' Owner shall not be required to obtain the lowest bid for the work completing the contract_, but the expense to be deducted shall be the actual cost of the owner of such work. � In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contrac tor, then the Contractor and his Sureties shall � pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work '� is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall �" continue the remainder of the work in conformity with the � terms of the Contract Documents and in such a manner as to not h�inder or interfere with performance of the work by the Owner. ' C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any � bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have � , � C7-7 (9) ' D• AMOUNTS: Subject to the provisions oE Itein C7-7.16(C), the Contractor and Owner may agree upon the whole or any part o� the amount or amounts to be p�id to the Contractor by reason �f_ the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract vrice as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The �ontract shall be amended accordingly, and the Cont.ractor shall be paid the ag.reed amount�. No amount shall be due For lost or anticipated proFits. Nothing in C7-7.16(E) hereaFter, prescrioing the amount to be naid to the Contractor in the event of f�ilure oF the Contractor by r.ea�on of the t�rmination of work pursuant to this section, shall be de�med to limit, restrict or otherwise determine or aFfect the a mount or amounts which �ay be agreed upon to be paid to the �ontractor pursuant �o this paragranh. E. FAILURE TO AGREE: In the event oE the failure of the �ontractor aad the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be oaid to the Contractor by r�ason of the termination of work pursuant to this section the Owner shall �etermine, on the basis of information available to it, the amount, if any, due to the Contractor by r�ason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliq idated advance or other payments on account th�retoEore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price Eor, or the proceeds oF sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise r�coverzd by or credited to the Owner. r. ADJUSTMENT: If the termination hereunder be oa.rtial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing Eor an C7-7 (12> � � � � � 5. a. the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and . b, the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be fnrnished to the Owner. performance of such part of the work not have been terminated by the � l� J � , � complete as shall notice of termination; and 6. take such action as may be necessary, or as the Engineer may direct, �or the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. ,�, At a time not later than 30 days after the termination date specified in the notice of � termination, the Contractor may submit to the Engineer a list, certified as to quantity and ' guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or , authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon � removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the ' list as submitted, shall be made prior to final settlement. � � 'y � C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and witii the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. C7-7 (11} L 1 ' � � � � , � � 1 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 agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an es�ablished contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment ot Contract" or any other right which Owner may have tor 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 time� and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local � laws, ordinances, and regulations so as to protect person and � property f rom injury, including death, or damage in connection with the work. � � ' � ' ' , 1 C7-7 (13) before its final acceptance by the Owner, (exce�t as p.rovided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence oF suspension or discontinuance of such prosecution oF the working operations as herein speci.fied, or any and all infringements of patents, trademarks, �opyrights, or other legal reservations, and for compteteing the work in an acceptaple manner according to the terms o� the Contract nocuments. The payment of any current or nartial estimatP nrior to final acceptance oP the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the wo.rk, materials, or equipment, nor in any way prejudice or affect the obligatioas of t'he Contractor to repair, correct, renew, or rep.lace at lzis own �nd proper expense any deFects or imperFections in th� cons'truction or in the strength or quality oP the material used or equipment or machinery furnish�d in or about th� construction of t'ne work under contract and its appurtenances, or any dainage due or attributed to such deEects, which defects, imperfection, or damage shall hav� been discovered on ar before the final inspection and acceptanc� of work or during the one year guaranty period after final accentance. The Owner shall be the sole judge oE such defects, impertections, or d�mage, and the Contractor shall be liable to the Owner for failu.re to c�rrPct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of eac}1 month the Contractor �shall submit to the Engineer a statement showing an estimate of the value ot the work done during the pr�vious month, or estimate pa_riod under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the l.ast partial payment was made exceeds one hundred dollars ($100.00) in amount, 90� of such estimated sum will be paid to �he Contractor if the total contract am�unt is less than $400,000, or 95$ of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-fivz (25) days aFt�r the regular estimate period. The �ity will have the option of preparing estimates on Forms furnished by the City. The partial estimate may include acceptable nonperishable mat�rials delivered to the work which are to be incorporated into the work�as a permanent part thereof, but which at the the time of the es�imate have not been installed. (such payment will be allowed on a basis of 85� oF the net invoice value thereof.) The �ontractor shall furnish the Engineer such information as he may request to aid C8-8 (2) � � 1 � 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 acco.rding to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and '� items installed. C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is 1 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 �ontract Documents. !�'� The "Unit Price" shall include all permanent and temporary � protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent 1 fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all otk�er 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 1 forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work � necessary for the construction and completion of all the work to provide a compl`te and functional item as detailed in the � Special Contract Documents and/o.r Plans. � C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and � accept the compensation, as herein provided, in full payment For furnishing all labor, tools, materials, and incidentals ' for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, f or any unforeseen defects or obstructions which may arise or be � encountered during the prosecution oF the work at any time � C8-8 (1) ' � �rhe amount oF the final Pstimate, less previous payments and any sum that havP been deducted or retained under �he � provisions of the Contract Documents, will be paid to the ;ontractor within 60 days after final acceptance by the Owner -a 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_ sha11 execute an aff'idavit, as £urnished by the City, certiEying that all persons, Eirms, -�+ associ�tions, corporations, or otiler organizations furnishing labor and/or materials have been paid i�z full, that the wag� ."'� scale established by the City Council in the City of �ort ,,� 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 7_ast or Pinal payment ` as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract .Cor aaytliing done � or furnished or relating to the work under Contract Documents .J or any act or neglect oE said City relating to or connected with the Contract. The making of the final nayment by the Owne.r_ shall not relieve � the Contractor oF any guarantees or other requirements of the Contract Documents which speciEically continue thereafter. � C8-8.9 ADEQUACY OF DESIGN: It is understood thai� the Owner believes it has employec� comQetent Engineers and design�rs to ' prepar2 the Contract 17ocuments and all modifications of the � approved Contract Documents. It is, therefore, agreed that �� the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the � saFety o� the st.ruc�ure, and the practicability of the operations of the complieted project, provided the Contractor has complied with tl�e requirements of the said Contract � Documents, all anprovec�' modifications thereof, and additions and alterations thereto aQproved in writing by the Owner. The burden of proof of �uch complianc� shall be upon the � Contractor to show that he has coinplied with the said � requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. � C8-8.10 GENERAL GUARA�ITY: Neither the f inal certif icate of payment nor any prov'.sion in the Contract �ocuments nor J partial or entire occupancy or use of the premises by the � Owner shal.l constitute an acceotance of work not done in � accordance with th� Contract Documents or relieve the Contractor of liability in respect to any expr�ss warrantie.s or responsibility for faulty cnaterials or workmanship. The � iontractor shall remedy any defects or damages in the work and C8-8 (4) � � ' � �J � � � L'J � � � 1 � � Fiim as a guide in the verification or the prepara�ion of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimara rendered following the discovery of an error in any_ previous estimate,and sucti estimat�� shall not, in any res��ct, be taken as an admission of the Owner �F tiZe amount oF w�rk done or of. its quality of SufEiciency, or as an acceptance of the work do�ne or the release oF the Contractor of any oE his responsibilities under the Contract Documents. The City reservPs the right to withhold the paym�nt oE any monthly estimate i� the con�ract�r fa.il5 to perForm the work strictly in accordance with the speciEications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Paymen� on any estimate �r estimates cnay be held in abeyance if the perf��rmance oE the const.ructi��n operations is not in accordance with the requirem�nts of the Contract Docume.;�ts. c'8-8.7 FINAL ACCEPTANCE: Whenev�r the improvements provided For by the Contract Documents sh�ll have been completed an.d all requir�ments oF the Contract Documents shall have been fulfilled on the part o� the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall noti�y tha appropriate officials of the Owner, will within a reasonable time make such f inal inspectio.n, and if the woric is satisfactory, in an acceptable condition, and has be�n complet�d in accordance with the terms of the Contrac� Documents and all approved modiEications therzo.E, the Engineer will initiat� the processing of th� final estimate and recommend final acceptance oE the praject and final payment thereEor as outlined in C8-8.8 below. , C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provid�d for by the Contract nocuments and �11 approved modifications thereoE shall have been completed an3 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, �nd checks caa be made. ' ' LJ All prior estimates upori which payment has been made are subject to aecessary corrections or r�visions in the Final payment. � C8-8 (3) ' '� . �' �� _ ' � � . pay for any damage to other work resulting therefrom whi.ch shall appear within a period of one year from the date ot 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 amaunt of the contract which shall assure the perFormance of the genera�l guaranty as above outlii:e. The Owner will give noticP of observed defects with reasonable promptness. - ,... -• - ...—, ' `��^--.. i . �`w "-r`'""''�I""`-. s •, �. ,,,,,.�-.�.. ,,;.....-- - _. ,- - . �� C8-8.11 SUBSIDIARY WORK: Any and all work sp"ecifically governed by documentary requirements f or 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 be�n provided for in the Proposal, shall be considered as a subsidiary item of work, the cost o.f which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general itzms of work which fall in the category of sub5idiary work. C8-8.12 MIS�ELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated un er v�rious 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 mat•�rial will be made for only that amount �f material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement oF inat2rial shall be in accordance with the General Contrac t 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 show all changes made during the construction process. These shall be delivered to Engine�r upon completion of the work. � � � C8-8 (5) ir� ..T - � , !"+ SECZ`ION CI SUPPLEMENTARY CONDITIONS � : 1 � e � � � � � _ � ., � � � TO SEC'I`ION C � � � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS � A. General . These Supplementary Conditions amend or supplement the General Conditions of the � Contract and other provisions of the Contract Documents as indicated below. Provisions `, which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � � � ' C. � � "� D. � Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. , C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: , Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid , within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent � Revised 6/04/99 Pg. 1 ' � � part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net � voice value thereof. The Contractor will furnish the Engineer such information as may be ; reasonably requested to aid in the verification or the preparation of the pay estimate. ... �- For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall �"' be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five � (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold i" future payments from the Contractor until compliance with this paragraph is .� accomplished. � It is understood that the partial pay estimates will be approximate only, and all partial pay � estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estim.ate. Partial payment by � Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perforrn the work in strict accordance with the specifications or other provisions of this contract. � E. C3-3.11 INSUR.ANCE: Page C3-3 (5): Delete subparagraph "a. CONIPENSATION INSUR.ANCE" � F. C3-3.11 INSUR.ANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: � Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the � Owner, its officers, servants and employees, from and against any and all claims or suits � for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv � such iniurv. dama�e or death is caused. in whote or in ,oart. bv the neQliQence or alleQed negliQence of Owner, its officers. servants. or emnlovees. Contractor likewise � covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or � destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iKiury or dama�e is caused in whole or in nart bv the neQliQence or alleQed neQligence o�'Owner. its officers. servants � Revised Pg.2 6/04/99 L � � � � � �� ' , ' ' ' � , � ' ' 1 , � or emploVees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payrnent shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter &om Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work frorn a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. Revised 6/04/99 Pg. 3 � �' � � � � � 1 � t � � � � � � � � � � PART D Special Conditions Detai�'s n '!J 0 � CI �I � L�J �li � �, � f � � � � 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 08/13/99 PART D - SPEGIAL GON�DI�"IONS AWARD OF CONTRACT ..............................L....................................................... SC-3 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3 GENERAL.............................................................................................................. SC-4 TAXEXEMPTIONS ..............:................................................................................. SC-6 PROJECT DESIGNATION ................................................:.................................... SC-6 EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6 PRE—CONSTRUCTION CONFERENCE ................................................................ SC-6 COOF2DINATION MEETINGS ................................................................................ SC-6 PROJECT ABANDONMENT ....................................:............'................................. SC-6 BREAKDOWN OF BID PROPOSAL .................�.................................................... SC-6 OMIT..........................................,, ...................... . .................................................. SC-6 CONTRACTOR COMPLIANCE WITH WORKE�'S COMPENSATION LAW ......... SC-7 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9 CALENDAR DAY ......................'' ........SC-11 .................................................................... SUBSIDIARYWORK ...................................�........................................................SC-11 WAGERATES ......................................................................................................SC-11 EASEMENTS AND PERMITS ...............................................................................SC-12 COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................SC-13 DAMAGE TO PRIVATE PROP�RTY ....................................................................SC-13 SHOPDRAWINGS ..........................................:....................................................SC-13 CROSSING OF �XISTING UTILITIES .............!........................,...........................SC-14 EXISTING UTILITIES AND IMPROVEMENTS ......................................................SC-14 CONSTRUCTION TRAFFIC OVER PIPELINES ...................................................SC-15 TRAFFICCONTROL .............................................................................................SC-15 PAYMENT ............................................................................................................. SC-16 DELAYS................................................................................................................SC-16 DETOURS............................................................................................................SC-16 BARRICADES AND WARNINGaSIGNS .........., .....................................................SC-16 EXAMINATION OF SITE .......................................................................................SC-16 ZONING COMPLIANCE ........................................................................................SC-17 WATER FOR CONSTRUCTION ...........................................................................SC-17 WASTEMATERIAL ..............................................................................................SC-17 CLEANUP FOR FINAL ACCEPTANCE .................................................................SC-17 PROPERTYACCESS ...........................................................................................SC-17 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ..........................SC-17 SAFETY RESTRICTIONS — WORK NEAR HIGH VOLTAGE LINES :....................SC-17 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .............................SC-18 SANITARY FACILITIES FOR WORKERS .............................................................SC-19 LEGAL RELAT(ONS AND RESPONSIBILITIES TO THE PUBLIC ........................SC-19 RIGHTTO AUDIT ..................''......................................................... , ........ .....SC-19 .... .... INCREASE OR DECREASE If� QUANTITIES .....f .....:......................... .................SC-19 CUTTINGOF CONCRETE .............................�.....................................................SC-20 PROJECT DESIGNATION SIGN ..........................................................................SC-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...............................SC-21 MISCELLANEOUS PLACEMENT OF MATERIAL .................................................SC-21 TYPE,�C,. BACKFILL .............................................................................................SC-21 CRUSHED�LIMESTONE BACKFILL .....................................................................SC-21 2:27 CONCRETE ..................................................................................................SC-22 TRENCH EXCAVATION, BACKFILL AND COMPACTION ...................................SC-22 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 SC-1 � 'J � � 'J � 0 a 0 O 0 � � � a D a�- � PART Q - SPECIAL GONDITIONS D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTIIIIENT PROJECTS ONLY...SC 24 D-52 SANITARY SEWER MANHOLES� .........................................................................SC-25 D-53 SANITARY SEWER SERVICES ...........................................................................SC-28 D-54 NOT USED ..................................d........................................................................SC-28 D-55 REMOVAL, SALVAGE AND ABA�IDONMENT OF EXISTING FACILITIES..........SC-28 D-56 DETECTABLE WARNING TAPES ........................................................................SC-30 D-57 PIPE CLEANING ....................... ........................................................................SC-31 ., D-58 BARRICADES, WARNINGS AND F'�.AGMEN .......................................................SC-31 D-59 DISPOSAL OF SPOIUFILL MATERIAL ........................................�........................SC-3'i . D-60 MECHANICS AND MATERIALMEN'S LIEN ................................:.........................SC-31 D-61 SUBSTITUTIONS .................................................................................................SC-31 D-62 PRECONSTRUCT(ON TELEVISION (NSPECTION/SANITARY SEWER LINES..SC-32 D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES ...................................SC-35 D-64 BYPASS PUMPING ..............................................................................................SC-36 D-65 POST-CONSTRUCTiON TELEV�SION INSPECTiON OF SANITARY SEWERS .SC-36 � D-66 SAMPLES AND QUALITY CONTROL TESTING ..................................................SC-38 D-67 TEMPORARY EROSION SEDIMENTS•AND WATER POLLUTlON CONTROL...SC-38 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................SC-39 D-69 PROTECTION OF TREES, PLANTS AND SOIL ...................................................SC-40 D-70 SITE RESTORATION ............. . ..........................................................................SC-40 D-71 STANDARD PRODUCT LlST ...............................................................................SC-40 D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS ..........................................SC-40 D-73 TOPSOIL, SODDlNG AND SEEDING ...................................................................SC-40 D-74 CONFINED SPACE ENTRY PROGRAM ..............................................................SC-46 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ....................SC-46 D-76 EXCAVATION NEAR TREES ..............................................................................SC-46 D-77 CONCRETE ENCASEMENT OF SEWER PIPE ...................................................SC-47 D-78 CLAY DAM ............................. ...........................................................................SC-47 D-79 EXPLORATORY EXCAVATION (D-HOLE) ...........................................................SC-47 D-$0 INSTALLATION OF WATER FACILITIES .............................................................SC-48 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE ...................................................SC-48 80.2 � BLOCKING .........................................................................................�..................SC-48 80.3 TYPE OF CASING PIPE ........:..............................................................................SC-48 80.4 TIE-INS .................................................................................................................SC-49 80.5 CONNECTION OF EXISTING MAINS ..................................................................SC-49 80.6 VALVE CUT-INS ....................................................................................................SC-49 80.7 WATER SERVICES ..............................................................................................SC-49 80.8 2-INCH TEMPORARY SERV(CE L1NE ............................�.................... �...............SC=51 80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ...........................................SC 52 80.10 ADJUST WATER VALVE BOXES .........................................................................SC-52 80.11 PURGING AND STERILIZATION OF WATER LINES ...........................................SC-52 80.12 WORK NEAR PRESSURE PLANE BOUNDARIES .:.............................................SC-53 80.13 WATER SAMPLE STATION .................................................................................SC-53 80.14 DUCTIL.E IRON AND GRAY IRON FITTINGS ......................................................SC-54 D-8� SPRINKLING FOR DUST CONTROL ...................................................................SC-54 D-82 DEWATERING .................................................. ................................................SC-54 .... D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................SC-54 D-84 TREE PRUNING ...................................................................................................SC-54 D-85 TREE REMOVAL ............... ...............................................................................SC-55 D-86 TEST HOLES .......................................................................................................SC-56 08/13/99 SC_2 PART D - SPECIAL CONDITIONS Contractors Work Plan and Schedute � Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to completion time period stipulated in the proposal section. u 0 � be determined by the � The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the proje�t i� 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 �e+�uired documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL.: The order or precedence in case of con�ects or discrepancies between various parts of the Contract Documents subject to the naling vf 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 sha11 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. � � C� l�. J L�J L�1 � The City reserves the right to abandon, wEthout obligafion to the Co�ntractor, any part of the a 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 Wa,ter DepartmenYs General Contract Documents and General Specificafions, with latest revisions, are made� a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or fumished 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 pertorm such work in accordance with procedures os��s SC-4 . � � I, � � � � ��1 u PART D - SPECIAL GQ�iQITIONS FOR: MAIN BR AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM (GROUP 7, CONTRACT 1), PART 3 FORT WORTH, TEXAS UNIT 1 DOE PROJECT NO. 2463 UNIT 2 DOE PROJECT NO. 2464 UNIT 4 DOE PROJECT NO. 2466 SEWER PROJECT NO. PS58-070580410060 � � D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the p ' 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. � C� CI� C' The following shall apply for contract documents wifh multiple units of work. Each unit represents a separate project, each with an individual MNVBE 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 finro 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 shafl comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrenf{y. For situations involving approved contracts D with multiple units, the total allowable constructian eompletion time period for all the units shall be the same as the unit with the longest construction`time period. ��1 � I�J I*1 � �� L�J D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Department, of Engineeri�ig 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 �n the project no later than ten (10) calendar working days after the pre-constructiarr meeting date. The City shall begin to charge time on the project to the contra�tor eleven days after the pre-construction-meeting date. Per City ordinance 13471,as amended by Ordinance No. 13781, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of inte�t (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FaITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Trme on the project will start to accumulate at the end of the ten (10) days as stipulated above. Additional submittals at time of pre-construction meeting shall include (but not limited to): osi�s�ss SC-3 " � PART D - SP�ECIAL GQNDITIONS D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or inco�porated 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 br�akdown between labor and material costs prior to execution of the contract. � D-5 PRO.lECT DESIGNATION: Construction under these Special� Documents shall be performed under the Project Designation: Project No. PS58-07�0580410060 D-6 EQUAL EMPLOYMENT PROVISIQNS: Contractor �hall comply, with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (I�ort Worth City Code Sections 13- A-21 tl;rough 12-A-29) prohibiting discrimination in employmen� practices. I The Contractor shall post the required notice to that efFect on �he 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 th;e Contractor. Appropriate notices may be acquired from the Equal Employment Officer. I I D-7 PRE-CONSTRUCTION CONFERENCE: Before the p� ject work order is issued, a pre- construction conference shall be held with representatives of th following agencies present: City Engineering Department, City Water Department, City Public W rks Department, other interested City Departments (such as Traffic), interested utility compani�s (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shatl submit a schedule of operations at the pre-construction conference. D-S COORDINATION MEETINGS: For coordination purpos ,s, weekly meetings at the job site may be required to maintain the project on the desired schedul�. The Contractor shall be present af all meetings. � D-9 PROJECT ABANDONMENT: The City reserves the iglrt to abandon, without obligation to the Contractor, any part of the project, or the entire proje�t, at any time before the Contractor begins any construction work authorized by the City. � D-10 BREAKDOWN OF BID PROPOSAL: When reque�te.i by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in t e Proposal as lump sum items. This information is for use in the preparation of'a recommendatic4n t� the City for award of contract. i ' D-11 INDEMNIFICATION:OMIT a� � � i I I � � I I 08/13/99 '$C-6 ,� a PART D - SPECIAL COi�IDITIONS described in the cuRent Fort Worth Water Department Genera( Specifications, which general specifications shall govern performance of all such work. � This contract and project, where applicable, may aiso 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 1NORTH � LJ � L#1 � L� l� LJ � '� �'J � � � 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, .2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the �lorth 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 pcoject as designated in the "Notice Ya Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worih Purchasing Divisian, 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 mav, 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 io the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. � osi��s SC-5 lJ I �� PART D � �PECIAL CONDITIONS F. The contractor shall retain all required certifiicates 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 �ontractor knew or shoutd have known„ of any change that materially affects the provision of coverage of any person providing services on the project. � . H. The contractor shall p�st on each project site a motice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing a{I persons providing services an the project that they are requised to be covered, and stating how a person may verify coverage and report lack of coverage. I, The contractor shall contractually require each person with whom it contracts to provide services on a project, to: ' 1. 2. �, 3. PrAvide 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 certifi�ate of coverage ends during the duration of the project; � 4. Obtain from each other person with whom it contra�ts, and provide to the Contractor: � a.) A certificate of coverage, prior to the other person beginning work on the project; and 5. � Provide coverage, based on proper reporting on cl�ssification 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 �mployees providing services on the project, for the duration of the project; , � 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; 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 du�ation of the pro}ect. Retain all required certificates of coverage on file �or the duration of the project and for one year thereafter. Notify the governmental entity in writing by certifie�i mail or personal delivery, within ten (10) days after the person knew or should have �cnown, of any change that materially �ffects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it �ontracts, to perform as required by paragraphs (1)-(7), with the certificates ofi coverage �#o be provided to the person for whom the� are providing services. 8. By signing this contract or providing or causing to b� provided a certificate of cover�ge, the contraetor is representing to the govemmental entity that a11 employees of the os��ss S C-8 0 � l�, u �il �! � � � � � � � � � � � �� Ll '� PART D - SPECiAL C�NDITIONS D-12 CONTRACTOR COMPLIANCE WtTH WORKER'S COMPENSATION LAW: � I!I �� A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for �the duration of the project. � 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the govemmental entity. u � l�l � � ��J � � � LJ L� � 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 classifcation 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 projeet, for the du�ation of the project. C. The Contractor must provide a certificate of coverage to the governmental e�tity 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 �nrith the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide t�ie governmental entity:° 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. a o�,�9 SC_7 LJ PART D - SPECIAL CONDITIONS cot�nmission of fraud by the Contractor wilin 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 than three years. The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure. to comply with the City's M/WBE Ordinance, or to demonstrate °good faith effort", shall result in a bid being rendered non-responsive to specifications. � Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/VVBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcont�actors 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 towa�d its goal a po�tion of the total dollar amount of the contract� with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation �(TxDOI�, Highway Division and must be located in the nine (9) county marketplace at time of bid.u" The Contractor shall contact all such MNVBE 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 su�pplier, the M/WBE shall be given an opportunity to pertorm the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work �to be performed � under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's MNIJBE 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 modifica#ions 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/VIIBE 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 liabi{ity of other insurance. oa��s SC-10 �FsJ PART D - SPECIAL CONDITIONS contractor who will provide services on the project will �e covered by worker's D compensation coverage for the duration of the project, that the coverage wili be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- D insured, with the commission's Division of Self-Insurance Regulation. Providin� f,alse or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. D9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entiiy to declare the contract void if the D contractor does not remedy the breach within ten days after receipt of notice of breach from the govemmental entity. �� '�J � � � 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 arid report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common. #o 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 mate�ials, or providing labor or transpo�tation or' other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worke�'s Compensation Commission at (512)440-3789 to receive information on the legai requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORIiY AND WOMENS BUSINESS ENTERPRISE (M1WBE) COMPLIANCE: In 0 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 j1 be obtained from the Office of the City Secretary. Failure to comply wifh the ordinance shall be a �� material breach of contract. . LJ ls� l� 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 �equest, 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, �ecords or files in its possession that will substantiate the actual work pertormed by an MBE and/or WBE. The misrepresentation of acts {other than a negligent misrepresentation) and/or the � os��s SC-9 ��-' PART D - SP�C(AL CONDlTIC��VS CL.ASSIFICATiON RATE CLASSiEiCATION POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 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 Seaier $7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, C{amshelf, Backhoe, Derrick, Dragline, Shovel (Less than 1 'h cy) $9.513 Crane, Clamshell, Backhoe, Denick� Dragline, Shovel (1'/Zcy&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 %2 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) $1f1.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Posthote arilfer Operator Roller� Sfeet Wheel (Plant-Mix Pavements) Rol(er,�Stesl Wheel (Flafinrheet or Tamping) Roller, Pneumatic Self-Pro Scraper -1�7 CY & Less Scraper - Over 17 CY Side Bcwm Tractor - Crawler Type (150 HP & Less) Tractor - Crawler Type (Over 'i5� HP) Tractor - Pneumatic Traveling Mixer Trenchir�g Machine - Light Trenching Machine - Heavy Wagon-Drilt, Boring Machine Reinforcing Stee! Setter (Paving) ReinforcEng Steel Setter (Structurai) � Steel Wo�ker - Structural Sign Erecto� Spreadef Box Operator Barricade Servicer Zone Wk Mounted Sign Installer (Permanent Ground) Truck Deiver - Single Axle (Light) Truck Driver - Single Axle (Heavy) Truck Dr�ver - Tandem Axle (Semi-Trailer) � Truck Driver - Lowboy/F1oat Truck Drirrer - Transit Mix Truck Driver - Wincf� Vibrator Operator Welder , � RATE Q $9.000 $8.339 $7.963 $7.403 $8.138 $8.205 $7.793 $8.448 � L�J � � u $8.873 $7.735 $7.615 $8.188 $12.498 $9.000 $9.218 $11.54�8 $16.300 $11.436 $6.988 . $6.402 $6.402 $7.465 $8.067 $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 !J l�l � � L�J L�J IJ � � D-17 EASEMEN'fS AND PERMITS: The' pe .rformance of tttis contract requires certain temporary construction, right-of-entry ag�eements, andlor permifs to perform worfc on private Q property. osi��ss SC-12 � � LJ � L�J � L� PART D - SPECIAL CONDITI�NS c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/V11BE Participation plan. d. Default by the MNVBE subcontractor or supplier in the pertormance 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. � D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragr,aph: � 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. � L, �RJ �'' D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements fo� 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 ifem. Surtace restoration, removal and replacement of fencing, arid cleanup are general items of work which fall in the category of subsidiary work. , D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have � been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and �ates that shall govern on all work performed by the Contracior or any Subcontractor on the site of the project covered by o these Contract Documents. In no event shall less than the foltowing rates of wages be paid. (Attached) CITY OF FORT WORTH a HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 QCLASSIF1CATiON RATE Air Tool Operator � Asphalt Raker Asphalt Shoveler Batching Plant Weigher a Batterboard Setter Carpenter Concreie Finisher (PAV) Q Concrete Finisher (STRS) Concrete Rubber Electrician � Flagger Form Builder (STRS) D o�„�9 $7.554 $8.565 $8.25� $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 SC-11 CLASStFiCATION Form `Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster RATE $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 [�� PART D - SPE�CiAL C4NUE�'IONS design drawings and/or specifications are discove�ed, eifher prior to or after submittals are processed, the design drawings and spe�ifications sha{I govern. The Contrac'tor 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 uvork with that of other trades and satisfactory performance of his work. The Contractor shalt 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 specifrcations and dimensions suitable for the application. Any deviation from the specified criteria shalt be expressly stated in writing in the submittal. � ' Shop drawings shall be submitted for the following items prior to� installation: 1. All pipe 2. Reinforced steel fabrication for structures ' 3. �Cast Iron structural appurtenances Shop drawings musf be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXIST(NG UTILITIES: Where a proposed water line crosses over a sanitary sewer qr sanitary sewer service line and/or propose� sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight�or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Errgineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 5i Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shalf be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a ur�thane or neopr�ene coupling ASTM C-425 with series 300 stainless steel compr.ession straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the apprap�iate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The pFans show the locations of all known surface and subsurface stru�tures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to shaw them in their exact location. It is mutually agreed that such failure shall not'be considered suff'rcient 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 locafions 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 relocaiion of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary� sewer lines, electrical cables, drainage pipes, and all other utilities and structures both abov� and below ground during construction. The Contractor is liable for a(1 damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included � in the cost bid per linear foot of pipe installed. NO ADDITiONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor sHall replace or �epair the utilities or service lines with the same ty�e of original material and construction, or better� unless otherwise shown or noted on the plans, at has own cost and expense. The Contractor shall irrimediately notify the Owner of the damaged utility or service line. He shall oa��ss , SC-14 � PART D - SPEClAL CONDITIQNS The City has attempted to obtain the temporary construction and/or right-of-entry agreements for D� 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 D 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 af the Contractor to obtain D 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 Contractar's attention is directed to � the agreement terms along with any special conditions that may haye been imposed on these agreements, by the property owners. � �#� L !�J I�I ��J �•' u C�� LJ � The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional properiy required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for complying with all provisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contracto�'s responsibility to provide the required flagmen andlor provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be �necessary to deactivate, for a period of �ime, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer senrices, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be •submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance with the= design concept of the project and general compliance with information given in the General Contract Documents. Indicated aciion 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 submitfals, 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 os��s SC-13 L�J PART D - SPECIAL CONDITIONS 1. The Contractor shail fumish barricades, flares, etc., for the protection of the public and the work. ` 2. The cost of'the traffic control shall be included in the price bid for pipe c�mplete in piace as bid in the Proposal, and no bther compensatian will be allowed. . 3. The Contractor shall fumish 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 PAYMEiVT: Payment for all work and material ir�volved 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 wiil be made for removal of at{ fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of tocation. 2. Payment will be made for salvaging, abandon9rrc�� and/or removing of all other existing facilities when said facility is not being replaced �n the same trench, i.e., when removal requires a separate trenching operation. D-26 D�LAYS: The Contractor shall receive no com�e�sation for delays or hindrances to the work, except when direct and unavoidable extra cost to tiie 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 sucli extra compensati�in is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be appraved 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 ta 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 untii �he discharge of the contract. � D-27 DETOURS: The Contractor shaU prosecute his �vork in such a manner as to create a minimum of interruption to traffic and pedestrian faciiities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRtCADES AND WARNING SIGNS: Barricades, waming and detour signs shall conform to the Standard Specifications "Barriers and Warr�ing and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and �arricades shall conform with °1980 Texas Manual on Unifiorm Traffic Control Devices, Vol. No. 1," or latest edition there of. . i 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 hecessary to determine all conditions which may affect construction of. this projecf. I�articular attention should be given to methods of providing ingress and egress to adjacent privafe; and public properties, procedures for protecting existing improvements and disposition of a{I I materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise ta later contingencies s'hould be brought to the attention of the Owner prior to the submission of the Proposal. oa��rss S„C-16 L�J � � !�l L� PART D - SPECIAL CONDITIONS cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surFace, fencing, and like structures shall be replaced at no cost to the City by material of equai 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 utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed D by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D �� L1 LRl � .y, l�J � � l�l � � D-23 CONSTRUCTION TRAFFIC OVEi2 P1PELlNES: It is apparent that certain construction vehicles could exceed the load bearing capacity ofi the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to tHe site. Anv damaae to the existing or new pipe will be repaired or replaced by the Contractor, at the Contracto�'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 the pipes so fhat 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 TRA�FIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this projecf consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control, Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and. Maintenance Work Areas. . The Contractor will not remove any regulatory sign, instructional sign, street �ame sign or other sign which has besn erected by the City. tf it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Department, Signs and Markings Division, �(Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the �required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sig� can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstal! the permanent sign and shall leay.e his temporary sign in place until such r�installation is comple#ed. os��ss SC-15 � PART D - SPE�IAL CONDITIONS 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person 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 deaih, to any and all persons or property, of whatsoever kind of character, whether reaf or asse�ted� arising out of or incident to the services relating to the project to be performed by said Confractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all :persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by �eason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agress to, and does hereby, indemnify and hold harmless the City from and against any and ,�II injuries or damages to property of City during the performance of any of the teRns and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time 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 fo� 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 a�d a release has besn obtained from the claimant involved. � Although the claim concerned remains unsettled as of the expiration of the above 30-day pe�iod, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-finaf payment to be in an amount equal to the total dollar amount then due less the dollar value ofi 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 �. Good faith efforts have been made to settle such outstanding ctass, and such good faith efforts have failed. os�i�ss � SC-18 � PART D - SPECIAL CONDITIONS D-30 ZONING COMPLIANCE: During the �onstruction of this project, the Contractor shali ��. 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 �wiil be furnished by the �� Contractor at his own expense. �� D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shali be disposed of by the Contractor at loc�tions approved by the Engineer. All mate�ial shall be disposed of in such a manner as. to present a neat appearance and to not obstruct proper 'i� drainage or to cause injury to street improvements or to abutting property. � D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cieanup work shall be done for this project aas soon as all construction has been completed. No more than seven days shall elapse after �I� completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work o„ before acceptance by the City of Fort Worth or its representative. This cleanup shall include ,� removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final Dacceptance of the completed� project work shall be given by the City of Fo�t Worth Department of ; Engineering. � � � � � �' � � � � f 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 Contrac,t, it shall• be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A waming sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The waming sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF H�GH VOLTAGE LINES.° 2. Equipment that may be operated within ten feet of high voltage lines �hall ,�ave 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. 08/13/59 ��'�� SC-17 PART D - SPECIAL CONDITIONS When the quantity of'the work to be done or materials to be furnished under any pay item of the contract is mo;�e 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. 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 st�ted in the contract, "whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled � to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event, Owne� 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 Engineer�ng and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and_ all other insurance' required by law or by ordinance. The Director of Department of Engineering will direct the form in which th� accounts of actual field cost will be kept and will recommend in writing the method of doinc the work and the type and kind of equipment to be used, but such work will ,be performed �y the Contractor as an independent Contractor and not as an agent or employee of the City. ' i'he 15% of the actual field cost to be paid to the Contractor shall cover and compensate him fo � profit, overhead, general supervision and field office expense, and all other elements of cost �nd expense not embraced within the actual field cost as herein specified. Upon request, the ontractor shall provide the Director of Department of Engineering access to all ac�ounts, bills anc' vouchers relating thereto. D-42 CUlTING OF CO(dCRETE: When existing concre�:e is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit c�ost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs ar required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). Ihe 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 �e attached to barricades used where manhole �ehabilitation or' replacement is being conducte, . Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0° in size. The information box shall have the following information: For Questions on this Pro}ect Call: (817)871-8306 M-F 7:30 ar� to 4:30 p.m. or (817)871-8300 Nights and i eekends oa��srss SC-20 � PART D - SPECIAL CON�DITIONS e� 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 O� �' any time within the six-month period, the Di�ector may recommend that the final payment to the � Contractor be made. At the expiration of the six-month_ period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the o�;� Contractor have been met to the satisfaction of the Director. Q,� The Director may, if he deems it appropriate, refuse to accept bids on other Departr'nent of Enginee�ing 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 cont�act for City, of Fort aWorth street and/or storm drainage facilities. e M� D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary D� sanitary conveniences for the use of workers at the project site. Specific attention is •directed to p this requirement. . � QD-39 LEGAL REiAT10NS AND RESPONSIBILlTiES TO THE PUBLIC:, The Contractor's �,� particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public° of the Fort Worth General Conditions. �!, � e 1 I� � �� q � � u D-40 RIGHT TO AUDIT: A. Contractor agrees that the ,City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy �any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all °necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to inciude in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions. to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in campliance 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 Q�i� the City. The City agrees to reimburse Contractor for the cost of copies as follows: � ,� 1. copies and under -10 cents per page Q 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page �i thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposa! are �. ., q� approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to � submit#ing a bid. p�� osi��s SC-19 '�J 4� PART Q - SPECtAL CONDITIONS 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 wor� "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacics� of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKF{LL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravet surfaced raads, within easements, and within existing ar future R.O.W. shal{ be in accot�iance with Secfian E1-2 Bac�Cfill and E2-2 Excavation and Backfill di the General Contract Dacuments and Specifcations except as specified herein. A. TRENCH EXCAVATION: ln accordance with Section E2-2 Excavation and Bacicfill, 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 �equired to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary, construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILI: Trenches which .lie outside af existing or future pavement shall be backfilled above the top of the embedment material with Type ".C" backfill maferial. Excavated material. used for Type "C" backfill must be mechanically compacted unless the Contractor can fumish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representa+tive'samples of soils in all involved areas, with a map showing the location and depth of the various test holes. lf excavated material is obviously granular in nature, containing little or Ro plastic material, the Engineer may waive the test report requirement. See E1-2.3, Typ� "C" or "D" Backfifl, and E2-2.11 Trench Bacicfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill materiat shat� be used. In general, a11 backfill material for trenches in existing paved streets shafl be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shafl be ot�iai�led from a� approved source and shall consist of durable particfes free of thin or efongated pieces, lumps of cfay, soil, loam or vegetable matter and shall meet the fo{bwing gradationr' Size Sieve % Refained #�4 0-5 " #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) Ll � � L�J � LJ L�' � L�J l.�J ��' � � � � � � 0�,�9 Ysc_22 � � p � h '�� I PART D - SPECiAL CONDITIONS Any and all cost for the required materiais, 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. Q� D-44 CONCRETE SIDEWALK AND DRNEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between 0 existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fo�t Worth Transportation/Public Works' Department Standard Specifications far Construction, Item 504. t�J � 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, backfll, 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. � � � L� � LsJ ��I �' C C� �R' 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 �eport 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 Source�. 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 Backfiill Materials, Construction Specifications, General Contract Documents. os��ss SC-2'! �I PART D - SPECIAL CONDITIONS A permit must be obtained from the Depa�tment of Engineering Construetion Services Section by the Contractor in conformance with Ordinance No. 3449 and7or 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 Pertormance Bond and inspected by the Department of Engineering., D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. G�NERAL: 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 govem 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 ve�sion of the' U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surFace of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping mean`s excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. � 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross-braces, vertical rails, �(uprights), horizontal rails (wales) and/or shee�ing. 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 �han five (5) feet. oa�r�ss �C-24 ij� J PART D - SPECIAL CONDITiONS C. TRENCH COMPACTION: All trench bacicfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 0 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. � L L�� I� � Trenche§ which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top finro {2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires� provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the bac4cfi(I layer to be tested or providing trench safety system for tests conducted by the City. Q 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 :: �t and sewer pipe. L�J �� 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. All required paving cuts shall be made with a concrete saw in a true and straight line on both D sides of the trench, a minimum of finrelve (12) inches outside the trench walls. The trencli 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 surtace. This finished grade shall be j'� maintained in a serviceable condition until the paving has been replaced. All residential L,�� driveways shall be accessible at night and over weekends. . It has been determined by the Transportation and Public Works Department that the strip of � existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip Qf existing pavement is fwo (2) feet or less in width. � �J Therefore, at the locations in the project where the trench wall is three (3) feet or less from th� 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 finrelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a`maximum of five (5) working days, providing job �-., placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. Qos��s � SC-23 '�� a PART D - SPEGlAL CONDITIONS 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surtaces of all manholes shall be coated with two mop coats of coal tar epaxy, 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 manhofe sections constructed fo� the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M, This sealant shall be pre-formed and trowelable Bitumastic as manufacfured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be �supplied in either extruded pipe form or suitable cross-sectiona( area or flat-tape and shali be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suiiabfe removable wrapper and shall not in any way depend on oxidatian, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totaily flexibie without shrinking, hardening, or oxidizing regardless of the length of time it i� 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: '!. INSTALLATlON OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfac�s to be in contact with the joint sealant shall be thoroughly cl�aned of dirt� sand, m�d, 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 wa(I keeping ihe sides of fhe trench neany vertical. Remove manhoie frame from the i'nanhole 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 replaceci. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by tne Engineer, shall be replaced with � pre-cast flattop section. Pre-cast concrete rings� or a pre-cast concrete flattop section Wil1 be the only adjustments allowed. ln brick or block manholes, repla�:2 the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structural{y unsound, osi��s �SG26 I � � �� 'J L�i LJ � � �� 1 � '�J � � `�l � I� � !�J L�'J � � ��7 ��, � � ,� _., !J ��. � � � �J PART D - SPECIAL CONDlTIONS 'E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment arld incidentals necessary for the instailation 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 Fort VVorth Water Department Standard E100-4 and shall 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 be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM 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. A Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be 11�IcKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to 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 locking lids are specified. 6. SHALLOW CONE MANHOLES: Shaltow 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 shallaw cone manholes shall have a cast iror�, lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. � oa��siss SC-25 �� PART D - SPEC(AL CONDiTiONS D-53 SANiTARY SEWER SERVICES: Any �econnection, relocation, re-routes, replac�ment, or new sanitary sewer service shall be required as shown on the plans, andlor as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connection� 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 saddfe 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 G6-6.15. A. SEWER SERVICE RECONNECTION: V11hen sewer service reconnection is called for the Contractor shall verticall�r 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 iines shaf( be replaced to the property or easement line, or as directed by the Enginesr. Sanitary sewer services on sewers being •rehabilitated u"sing pipe en(argemenf ineihods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the instatlation of any sewer service line including the incidental four (4) feet of service line which �is incfuded in the price bid for Sanitary Sewer Taps. Payment for work such as backtill, saddies, tees, fittings incidental four (4) feei 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 constructian shall be adjusted and/or replaced by the Contractor as direcfed 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 licens�d plumber. The length of the replacement shall be determined by the Engineer. A!! sewer services shall be installed at a minimum of finro (2) percent slope or as approved by the Engineer. Conn�ction 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, sutfiace restoration on private property (to match existing), and all other associated work for service replacements in excess 'of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMEiVT OF EXISTING �ACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required a� 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 shafl be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract os�1�s SC-28 � � � �. PART D - S�'ECIAL COND1TiONS 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 �hall be free of � dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside �nd 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. � � IJ �� In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surtace. 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 "Bitumasfic 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 Q brush and then waterproofed witFi 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. L�I � u l�J � ,� C. MEASUREMENTAND PAYMENT: The price bid for new manhole installations shall incfude 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 surtace .coating. Payment for conc�ete collars will be made per each. Payment for manhole inserts will be made per each. � oa�r�s SC-27 � PART D - SPECIAL C�NDITlONS �estaration shall be compatible with surrounding service surface. Payment for work involved in bacicfilling, plugging of pipe(s) and all other appu�tenances required, shall be inciuded 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 ba�rel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with bacicfill method as specified in Secfion E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration,shall be compatible with surrounding surface. I. CUTTING AND PLUGGING� EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the;pipe, unless separate trenchin� is required. J. REMOVAL OF EXISTING PlPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging,_ abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location: Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be Iocated from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detect�ble tape shall be "Detect Tape" manufacfured 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, �nd the width shall not be less than two inches with a minirnum unit weight of 2'/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tvue of Ufilifv Color Code Water Sewer Safety Blue Safety Green Lecrends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shatl be as close to the grade as is practical for optirnum protection and detectability. Allow a minimum of 18 inches befinreen the tape and the pipe. Payment for work such as backfill, bedding, blocking, os��ss SC-30 � � PART D - SPECIAL CONDITlONS Documents and Specifications, unless �amended or super'seded by requirements of this Special Condition. � A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and o meter box shall be removed and ret�arned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. � � � � Q Q , � � � � � a � � � � B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULI 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 surtace and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Vllater Department warehouse by the Contractor in accordance with Section E2-1.'5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Sectivn E2-2.9 Backfill. Backfill material shall be suitable ex�avated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Depariment 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.� B'ackfill 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 slab and lid removed and vault viralls demolished to a grade. The void area caused shall then be backfilled backfill method as specified in Section E2-2.9 Backfill. excavated material approved by the Engineer. Surface the existing surrounding grade. demolished in place shall have top point not less than 18" below final and compacted in accordance with Backfill material shall be suitable restoration shall be compatible with G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhofe top qr 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 backfiil 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 osi��s SC-29 PART D - SPECIAL C�JI�DITIONS provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. ` D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANlTARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced iR 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 sew�er lines by 'means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines fresm damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be consfructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a Scouring action from 15 to 45 degress in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal ,in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be t�tilized 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 successfufty performed from one manhole, the equipment shall be set� up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be pertormed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fi�e 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 �rea served by the hydrant. Before using any water from the C�ty Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid mater�a! resulting from the cleaning operation shall be removed at the � downstream manhole of the section being cleaned. Passing material from manhole os��s SC-32 l�l ,� PART D - SPECIAL CONDITIONS detectable tapes, and all other associated appurtenances required shall be. included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper ,installation by the Q 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. � l�'J u ',� �I� jl � � ,� I''J � ;�J � l�J � � D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section CS-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 SPOlL/F1LL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrato� 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 Cont�actor disposes of spoil/fill material at a site without`a fll permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANtCS AND MATERlALMEN'S LIEN: The Contractbr shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set 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 particufar 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 �pecifications, 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 rep�esentative of the City, shall be the sole judge of the acceptability of substitutions. The os��s SC-31 I� � 3. PHOTOGRAPHS: television picture Engineer, as lon� operations. significance such as locations pf 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. PART D - SPECIAL CONDITIONS Instant developing, 35 mm, or "other standard-size photographs of the of problems shall be taken by the Contractor upon request of the � as such photographing does not interfere with the Contractor's 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 Ertgineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINAT.ION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be �tatified as to which sections of the sanitary sewer are to be corrected. Tapes will be retumed 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�E-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 portioT� of line shall be incidental and no payment shall be made. . oa��s SC-34 L*J L! [�'' � � � � � LJ ��l ��J �� PART D - SPECIAL CONDITIONS section to manhole section, which cauld cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less ,often. than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMbVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OI� 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, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or intertere wiih 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. Q The imaortance of accurate distance measurements is em�hasized., 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, Qr Q , 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. � i� � �� I� The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, � other points of 08/13/99 SC-33 PART D - SPECIAL CONDITIONS 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (�i" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which cbnforms 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 norrrmal condition, all temporary plugs shall be removed! all braces,.equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Pay,ment for vacuum testing of sanitary sewer manholes shall be paid at the cont�act 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 PUhIIPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping� the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular trave! without interrupting flow in the bypass system. Under no circumstanc�s 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 fumishing 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 sF�all 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 unsatisfa�tory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The �camera shall be� moved fhrough the line in either di�ection at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the te(evision camera be pulled at a speed greater than 30 feet per minute. Manual winches. power winches, N cable, and powered rewinds or other devices� that do not obstnact the camera view or interfere with proper documentation shall be used to moye the camera through the sewer line. �0�✓��9 SC-36 l�J PART D - SPECIAL �ONDITIONS � Q. 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 N Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to N Inspection. � LJ � l�, The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, reguiar sewer service to the area residents. All bypass pumping shall be incidental to the project: D-63 VACUUM TESTING OF SANlTARY SEWER MANHOLES A. GENERAL: This item shall govem the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: � 1. TEST PROCEDURE�: Manholes shall be tested with all connections in place. Lift ,holes � shall be plugged, and all drop-connections. and gas sealing �connections shall be installed prior to testing. � � � � � � � � , a u � 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 th� drop-connections, gas sealing co�nections, etc. The test head shall be placed inside the frame at the top of the manhol� and inflated in accordance with the manufacturer's ' recommendations. A vacucam of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be tumed 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-lnch Dia. (FT.) � � Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' � 45 sec. 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. 24' S� sec. 78 sec. 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' � 74 sec. 98 sec. For Each 5 sec. . 6 sec. Additional 2' os��s SC-35 PART D - SPEC(AL CO�IDITIONS � D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Televisiori inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of N 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 fnspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALiTY CONTROi. TESTING: A. The Contractor shall fumish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project,'including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. ""'° � B. Tests of the design concrete mix shall' be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. ' C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as 'determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring �testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deerned necessary by the Engineer for the duration of the contract. These control measures shaA at no time be used as a substitute for the permanent control measures oa��s SC-38 L!' The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means af ineter device. Marking on the cable, or the like, which would �equire 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, a� other suitable device, and the accuracy shall be satisfactory to the Engineer. When manuaily operated winches are used to pull the televisiorn camera through the fine, � tefephones or other suitab{e means of communications shall be set up between the two manholes of the section being inspected to ensure good communic,ations between members of the crew. L�J � l�' L�� LR� �� LJ � i� C' u The City makes no guarantee that all of the sanitary sewers to be entered are ciear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. � Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: television picture Engineer, as ton operations. PART D - SPECIAL CONDITIQNS Instant developing, 35 mm, or other standard-size photographs of the of problems shall be taken by the Contractor upon request of the � as such photographing does not intertere with the Contractor's 4. V{DEOTAPE 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 rec,�rded. 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 p�ovided 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 ar� of such voor aualitv that the Enaineer is unable to evaluate the condition � of the sewer line or to locate service connections, the Contractor shall be required to re-, televise and provide a aood tape of ttie 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 a payment for televising this portion shall be made. Also, no payment shal! be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. . � osi��ss SC-37 � PART D - SPECIA� CONDITIONS D-69 PROT.ECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' operations inciuding lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equai to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced woricmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 S17E RESTORATION: The contractor shall be responsibre for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 ClTY OF FORT WORTH STANDARD' PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort 1�Vorth 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 Ciiy of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF) REQUlREMENTS: 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 Executio�i • ED-103-Contractors Act of Assurance � � ED-104-Resolution Work required to conform to these requirem�nts shall be considered subsidiary and no extra payment will be made. , The SRF requirements are included in,Appendi�C A. D-73 TOPSOIL, SODDING AND SEEDfNG: This item shall be perFormed in accordance with the City of Fort Worth� Parks and Communiiy Services Department Specifications for Topsoil, Sodding and Seeding. r 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineerr CONSTRUCTION METHODS: Topso�l v�rill be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be usedI' in the parkways and medians before any topsoil is obtained from a borrow source. Topsdil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving os�i�s SCL40 LJ �� LJ �'�� i � LJ !�J PART D - SPE�IAL CONDITIONS unless otherwise directed by the Engineer and they shall not incfude 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 expose�i by preparing right-of-way, clearing and grubbing, the surfac� 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 pFior 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 gru�bing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control meas�res shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. � L1 lJ � 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 stre�ms; fakes and reservoirs with fuels, oils, bifumens, 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 interterence with movement of migratory fisti'. C. MEASUREMENT AND PAYMENT: All work� materials and equipment necessary to provide � temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. � �� 0 D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the properly being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be 1eft accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Noti�cation sha11 be made to an owner prior to his driveway being removed and/or rebuilt. � osi��ss SC-39 PART D - SPEGIAL CONDITIONS b. Biocic Sodding. At locations on the Drawings or where directed, sod biocks shall be carefuily placed on the prepared areas. The sod sha{I be so placed that the entire designated area shall be covered, and any voids left in the blocic 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 du� to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly �in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. A�y 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 tfiey are planted and shall be subsequently watered at s�ch times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on �� the Drawings and in accordance with ihese Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9), months of time of delivery to the project. Each variety of seed shall be fumished and delivered in separate bags or containers. A sample of each variety of seed shall be f�rnished for analysis .and testing when directed by the Engineer. '" The specified seed shall equal �or exceed the `following percentages of Purity and germination: "" Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody 08/13/99 Puri 95% 95% 95% 95% 95% 95% �e SC-42 Germination 90% 95% 90% 90% 90% 90% l"_'J � � � � L�J ', �, � �J � l�! � l�J � L�J L�J PART D - SPECIAL GONDITIONS operations, topsoii shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas befinresn the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, �thickly matted roots throughout a finro (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, viri(e root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The �sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three da�s 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 pertormed in accordance with the requirements herePnafter described. Sodding shall be either "spot" or "block' ; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding D� 0�„�9 Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on finrelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes 'of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to finrenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. SC-41 �� PART D - SPECIAL CONDITIONS mechanical methods, seed sha�{ be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The pianted area shall be rolled with a corrugated roller of the "Cultipacicer" type. All rolling of the slope areas shai{ be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one'(1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area af ihe seed bed until a minimum depth of six (6) ,inches is thoroughly moistened. After the watering, when the ground h�s become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, sk�all then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in finro directions at right angies 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 su�face area and giving a smooth surface without ruts or t�acks. In between the time comp�cting is completed and the asphalt is applied, the planted area shall be wate�ed sufficienfty to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow �he last watering as rapidly as possible. Asphalt shall be of the type and grade as shovm on the Drawings a�d shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the fype 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) gatto�s per square yard. It shall be applied to the area in such a manner so that a compiete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. T��e re-sesding will be achieved in the following manner. The cool season species shall be movred down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut th -ough the turf and achieve adequate soil penetration. * Slit-'seeding, is achieved through the use of an impierr�ent which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTIC3N WITHIN PARK AREAS TURF RESTORATION OF PARK AR��AS: FERTILI�ER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. os��s SC-44 I!' PART D - SPECIAL CONDITIONS , Table 920.2.(2)a. 0 URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for � Sandv Soiis Dates (Eastern Sections� EVVestern Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 � �V1a 1 Buffalograss 60 Bermudagrass 20 Buffalograss 40 Y Total: 100 Total: 100 Total: 100 [�� LR' � � � � � u L ��J �J � � Ta6le,120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sectionsl Aug� 15 Ta(I Fescue to Westem Wheatgrass May 1 Annuat Rye Total: �� y1 y� 100 CONSTRUCTfON 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. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be so�rn in two directions at right angles to each other. Seed and fe�tilizer 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 th�e rate required and the application shall be made uniformly. tf the sowing of seed is by hand rather than by osi��ss � � SC-43 � � PART D - SPEGIAL CONDITiONS specified, as the case may be, which price shail each be full compensation for furnishing all materials and for performing all operatiops 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 CONFlNED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable °CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLEl'ION INSPECTION/FfNAL INSPECTlON: 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the�entire project�or a designated portion of the project is substantially complete. � 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 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 completidn inspection as, well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAFt 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 tunnelingltree augering. � 2. Any and a!I trees located within the equipment,operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified os��ss SC-46 O � � L�l '!J PART D - SPECIAL COND1710NS MATERIALS: All fertilizer used shall be deliver�ed in bags or containers cleariy labeled showing the analysis. The f.ertilizer is subject ta testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shali 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 wiih a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. a CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, p�elleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particu�ar item of work. Fer�ilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. � Distribution of fertilizer as a p�rticular item of work shall meet the approval of the Engineer. Unless� otherwise indicated .on ,the Drawings, fertilizer Daverage rate of three hundred (300) pounds� per acre hundred (400) pounds per acre for all types of "Seeding". :�J l�J � LJ shall be applied uniformly at the for all types of "Sodding" and four MEASUREMENT: Topsoil secured from borrow sourees will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the�linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, comp(ete in place. Acceptable material for "Fertilizer" shall be subsidiary fo 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. Q All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not,be paid for directly. � � � � �� "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 provid'ed 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 a!I surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as prouided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding"� of the type os��s SC-45 PART D - SPECIAL CONDITIONS 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 e�cploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80'.1 Polyvinyl Chloride (PVC) ;111fater Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be ii� 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 {TEM(S). 80.2 Blocking: Concrete blocki�g on this Project will necessarily be required as shown on the Plans and shall be installed in accardance with the General Contract Documents. All valves shall have concrete blocking provided for suppo�ting. 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 bared or tunneled section shall be AVWVA C-200 Fabricated Electrically Welded St�el Waier Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. 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 incfuded in the unit price bid per foot. os��s SC-48 � � � ��J � � LJ C � � � l�'J � � � CI �I � PART D -_SPECIAL CONDITIONS at least 24 hours prior to any tree trimming work. No trimming work will be ,permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shal! be utilized. . 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. ' D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM: Cfay dam construction shall be performed in accordance with the Wastewater C1ay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams sha11 be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of -compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct-an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the eniire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an �xisting utility is in conflict with the proposed facility, the contractor shall contact the engineer immediateiy 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 oai��ss SC-47 L�J PARi D - SPECIAL CONDITIONS All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. , All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be .required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be r�moved, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be . reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with locic wings, and corporation stop. Payment for all work and materials sc�ch as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from '�� center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer se�-vice 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 R'ECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap witk� corporatioh 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 betiind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relo,cation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location. to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. On1y relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. os��s SC-50 �� l� � � -��- �i ,, � L�J � � � � PART D - SPECIAL� CONDITIONS 80.4 Tie-Ins: The Contractor shail be responsible for making tie-ins to the existing water mains. It shall be the responsibi{ity of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as �incidental to construction. The cost of making tie-ins to existing water or sanitary sewer'mains shal( be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration; and or angulation of existing lines befinreen the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is req�ired to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to t�ie location� time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately aIl 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 extensiQn and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised� prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. a 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. �! �� i!J � os��ss All service's shall be constructed by the contra�tor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. SC-49 � PART D - SPECIAL CONDITIONS service lines shall be installed in accordanc� to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished. by the Water D'epartment Meter Shop and instalied by the Contractor at its point of connection to the City water suppiy for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall�re-instali 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 Engir�eer. The temporary service layout shail have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shail be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one Iocation the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shal( be moved to the next successive project locafiion. Payment for woric such as fittings, 3/4-inch service lines, asphaft, barricades, ali service connections, removai of temporary services and � all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vautts� (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 fu!! payment for materials inc�uding aU labor, equipment, tools and incidentals necessary to complete the work. 80.90 Adjust Water Valve Boxes: Contractor wiit be responsible valve boxes to match new pavement grade. The water valves adjusted, if necessary, by �ity of Fort Worth Water Department forces. for adjusting water Q themselves wiU be Prior to the beginning of work, the Contra�tor shaEi make an inventory of the condition of existing water valve boxes. The Construction Engineec will field verify this inventory and provide the Contractor replacements for broken val�e boxes. The contractor shall replace the valve boxes which are damagecf during construction at no cost to the City. The unit price bid per each will be full compensatian for all labor, materials, equipment, tools, and incidenta(s necessary to complete the wark. 80.11 Purging and Sieritization of Water Lines: Before being placed into service aII newly constructed water lines shall be purged and steriiized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will fumish all water fo� INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including a�propriately sized "pipe cleaning pigs°, chlorine gas or chlorinated lime (HTH) sha!! be f�mished by the Contractor. Chlorinated lime (HTN) shaA be used in suffic�ent quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and sha!! not be less os✓��s SC-�2 L�1 � L�J � � � � l�] PART D - SPECIAL CONDITiONS D` When relocation of service meter and meter box is required, payment for ail 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 Q bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). L*J LJ This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5�eet 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. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle � (when required), corporation stop, type K copper service line, curb stop with locic wings, and meter box. � �!' � L!'' � �� LJ Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with°lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be�included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTiPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall fumish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch on(y 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 fine that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch 0 service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections � and permanent service �econnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. � � A 2-inch tapping saddle and 2-ir�ch 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 setvice main and 3/4-inch os��ss SC-51 � PART D - SPECIAI.. CONDITIONS 80.14 Ductile Fron and Gray iron Fittings: Re�erence Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragrapf� shali be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be fumished with cement mortae tining as stated in Section E1-7. The price bid per ton of fittings shall be payment in futl for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, va�ves and specials shall be wrapped with polyethylene wrapping conforming to Maierial Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradfe. Payment for the polyethylene wrapping, horizontal concrete blocicing, verti�al tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will b�, made for this item and it shall be considered to this contract. D-82 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewat�ring operatian shall be conducted as approved by the Engineer. Ground water shall not be disctiarged intQ sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCtfES: Contractor to prevent any water flowing into open trer�ch during construction. leave excavated trench open overnight. Contracfor shall fill any trench excavation. No extra payment shall be allowed for ttris special condition. D-84 TREE PRUNING: A. � Contractor shall not the same day of REFERENCES: National Arborist Assbciation's "Pruning Standards for Shade Trees". ROOT PRUNING EQUIPMENT os��s SC-54 � � � PART D - SPECIAL CONDITIONS than 10 parts per miili�on 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, hav� 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. Q 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 plar�e boundary. Care shall be taken to ensure all "pressure plane" � valves installed are installed closed and no cross connections are made beiween pressure planes � � 80.13 Water Sample Station: GENERAL: All water sampling station installations will be �per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. � The appropriate water sampling s#ation will be furnished to the Contractor free of charge;' however, the Contractor will be required to pick up this item at the Field Operations . Warehouse. � ��' � � �i�I � L�J L�'J LrJ 0 08/13/99 PAYMENT FOR FiGURE 34 INSTALLATIONS: Payment #or 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 Seniice Line from Main to Meter. Payment for afl work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shal( 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, modification to the vault, fitfings, 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. SC-53 � PART D - SPECIAL.CONDITIONS D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perForm this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the. same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine th� nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appu�tenances, if required, shall be included in the linear foot bid price of the pipe. os��ss SG56 O �' a �. a � a � D. U 0 PART D - SPECIAL CONDITI4NS 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 (heav� 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 location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. � D 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 evapoi'ation. � � E � � 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 trimming or clearing operation on areas designated by the Engineer. , F. Tree Pruning shall be considered subsidi�ry to t�te project contract price. D-85 TREE REMOVAL: D 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 shalt immediately repair or �eplace any damage to utilities and private property including, but not limited to, water and sewer services, � pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. . � os��s SC-55 J � 0 � � � � �I L�'J �•l L�i u. �! l�J C� � �!J ��J � PART DA - ADDITiONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLAC� PIPE ........................................... (OMITTED) DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................�4SC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .......................................... (OMITTED) DA-4 SLlPLINING ...................:.......................................................................................... (OMITTED) DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... ASC-11 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................................... (OMITTED) DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ..................... ASC-14 DA-8 MANHOLE REHABILITATION ITEMS ..................................................................... (OMITTED) DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................. (OMITI'ED) DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .............. (OMITTED) DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ........................................... (OMITTED) DA-12 INTERIOR MANHOLE COATING - SPRAYVI/ALL SYSTEM ......................................... ASC-16 DA-13 INTERIOR MANHOLE COATING�- RAVEN LINING SYSTEM ..................................... ASC-19 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER....(OMITTED) DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM .........................................ASC-22 DA-16 RIGID FIBERGLASS MANHOLE LINERS ............................................................... (OMITTED) DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION .............................................(OMITTED) DA-18 PRESSURE GROUTING r ......................... (OMITTED) ................................................................. DA-20 FIBERGLASS MANHOLES .............................................................. . .................... (OMITTED) DA-19 VACUUM TESTING OF REHABILITATER MANHOLES ................................................ ASC-25 DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ................... (OMITTED) DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-28 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .................................:..................... ASG29 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .......................................... (OMITTED) 04/16/99 ASC-1 i� �� I�� II�I u � � � L�J � L�J C 0 0 � 0 � � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-25 GRADED CRUSHED STONES ....................................:........................................... (OMITTED) > . 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 ............................................... ASG29 DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................. (OMITTED) DA-31 NEW 4" STANDARD WHEELCHAIR RAMP .............................................................(OMITTED) DA-32 8" PAVEMENT PULVERIZATION ....................................................................,........(OMITi'ED) DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................ ASC-30 DA-34 RAISED PAVEMENT MARKERS ....................................................................:......... (OMITTED) ip DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ...............(OMITTED) DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ..... (OMITTED) DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ..................................................................ASC-31 DA-38 CONCRETE PIPE FITINGS AND SPECIALS .......................................................... (OMITTED) D04/16/99 � , � ASC-2 � � � PART DA - ADDITIONAL SPECIAL CONDITIONS � polyethylene pipe. Training shall be perfbrmed by a qualified representative as determined by the pipe manufacturer. Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the De{�artment of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. � c. Location and number of insertion or access pits shall be planned by �ontractor and subrriitted in writing prior to excavation for approval by DOE. � ' Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for - continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) C� 4) Certification of workmen training for installing pipe. Television inaspection reports and video tapes made after new pipe installation. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. „ ("'� �`..� b. If new pipe and fittings becorne damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as � required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. � oai�siss ASC-4 � � c lJ � � l�J ��l � � � � � u LJ 0 � Isl The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive � training in ttie proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as. determined by the pipe manufacturer. LwJ ao4„�99 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the approyed system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for �Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D�- SPECIAL CONDITIONS D-61� SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a.�tatic, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: b. Personnel directly involved with installing the new pipe shall receive �training in the proper methods for joint fusing, handling, and installing the ASC-3 ��l ,� PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Pipe Saddles: Mechanical �addles shall be made of polyethylene pipe compound that meets �he requirements of ASTM D1248, Class C, have stainless steei straps �and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle "Type as manufactured by Driscopipe or Tapping Saddle manufacturet! by DuPont.� or approved equal. Fusion saddles shall be electrofusion branch saddle,� as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plasfics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks aper cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portibns of the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. � 4. Ser'vice Interruptions: Servi�e interruptions to homes shall not exceed 18 hours. ,� PREPARATION: Bypassing Sewage: a. The Contractor shall "bypass the "sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing up�tream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. b. The Contractor shal�"be responsible for continuity of sanitary sewer service to each facility connected to the section of �s'ewer during the execution of the work. • If sewag� backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 2. Line Obstructions: If pre-pnstallation (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by °, `conventional sewer cleaning equipment, then an o4i�siss ASC-6 D� 0 B. � � � � � � � a: � � � � � � C. � I�, PART DA - ADDITION�#L SPECIAL CONDITIONS MATERIALS: 2. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Clas's C, Category 5, Grade P34, and .have a PPI (Plastic Pipe Institute) �ecommended designation of PE3408 and, cell classification 345434C per ASTM D3350. The molecular weight catego "ry shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a light reflective color to facilitate s,losed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDRI and minimum pressure ratinq of the pipe shall 6e SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu o� the minimum specified. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that sampl�s of the production product meets these specifi'cations. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that siress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. ASC-5 04/16/99 � PART DA - ADDITtONAL S�PECIAL CONDITIONS � E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: O Site Organization: a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pjpe installed in a single pull shall be maximized. � b. Existing manholes shall be utilized wherever practical. Manhole inverts � and bottoms may be" removed to permit access for installation equipment. c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as u�eeded to meet requirements. 2. finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage an�/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or t�rminating in a manhole shall be carefully cut out in a shape and manner approved by the Engirieer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. � c. . The butt-fusion system for pipe jointing shall be carried o�t in the field by operators with prior„ experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe �manufactur'er. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsit�ility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shafl be 600 linear feet. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the oai�siss ASC-8 i� � �� l � � � � � l*'J � LJ � � � � 0 04/16/99 PART DA - ADDITIONAL SPECIAL CONDITIONS obstruction removal shall be made by the "Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LIN�S SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing, the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures `that shall be acceptable to the Engineer and the City. a. � Identification of Sags: Sags° shall be identified by television inspection in the absence of°sewage flow. If availab('e, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manFiole below the segment of pipe to be inspected. TV inspectian shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. � b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. . In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in tfie proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Televisior� inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". ASC-7 l�J F. 04/16/99 be over the pipe, shall not be less than diameter in the following table: CO�NDITIONS the ime shown for a given pipe Mi'nimum Elapsed '�ime (minutes) 4 5 . 6 7 � �� Carrier Pipe Diameter (inches) 0 � 12 15 PART DA - ADDITIOW�AL SPECIAL :� � � Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television In�ection of Sanitary Sewer. � MEASUREMENT AND PAYMENT: 2. .� Pipe Installation: Pipe installation will be measur�d ��or payment by the linear foot of pipe actually installed in the various diameter� oF sewers measured along the centerline of the sewer from centerline to centerline �f manholes. Payment will be made for the quantities measured at the unit pr'ce per linear foot for the variou� sewer diameters listed. Service Reconnections: Installation of sewer sen�ice connections will be measured for payment by each actual�r reconnected to the irsstalled pipe. Payment will be made for the quantities mea�ured at the unit price K�er each listed. Payment shall include required excavatiori and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconn�ct sewer service lines to the rehabilitated sewer. Payment shall not include p�-�vement replacement, which if required, shall be paid separately. , 3. Sewer Cleaning by Bucket Machine: Heavy cleanin� requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be include� in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. . 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity a�id size to handle all flows. All costs for by-pass pumping required during ins�:allation of the pipe shall be subsidiary �o pipe enlargement. 5. Subsidiary Work: Any damage to utilities and prope i-ty, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testi�g the replacement pipe by a pressure method will be incidental to pipe installation. �'j L� A�SC-10 � � L�! �' �� L�'J � LR.I � PART DA - ADDITIONAL SPECIAL CONDITIONS following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: 4. a. C� � Thread winch cabl� or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine. head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the rtiachine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rea,r of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. Anchoring New Pipe and Sealing Manholes: 5. a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. �The new pipe shall protrude in the manholes for enough� distance to allow sealing and trimming. Db. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) - hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. o Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. �*J � � L�J !R1 � Q04/16/99 c. Restore manhole bottom and invert. Field� Testing: a. Low Pressure Air Test of Replacement Pipe:. After a manhole-to-manhole section of sanitary sewer main has been pipe burst/crushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the intemal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground vVater that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may � ASC-9 � PART DA - ADDITIONAL SPECIAL CONDITIONS 3. 4� a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations.and` for placing' end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond =it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. 'm b. The location of the pit shall meet the approval of the Engineer. c. The pits of trench�s excavated to facilitate these operations shall be bacicfilled immediately after the casing and carrier pipe installation has been completed. 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 �iole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other � methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. � b. In unconsolidated � soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from• the line and grade shall be as specified under paragraph A.2. A�I voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitar.y sewer pipe located within th � encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and betls from snagging on the inside of the casing, and to keep the installed line from �resting on the bells. o��siss ASC-12 � �� L�J � 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 pertormed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. � A. MATERIALS: a -. a 0 � � � � A. D 0 D � 04/16✓99 l DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: . a. b. d. 2. 3. PART DA - ADDITIONAL SPECIAL CONDITIONS Field Strength: 35,000 psi minimum. 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 ac`cordance v�rith 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 without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be �Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. o�� 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 highways, 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 of the °railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. Durir�g construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: ASC-11 J � PART DA - ADf�ITiONAL SPECIAL CONDITIONS � c. Access holes for placing concrete shall be space at maximum inte�vals of a 10 feet. . A. MEASUREMENT AND PAYMENT: installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials fumished 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-7 PROTECTIVE MANHOLE COATING FOF7' CORROSION PROTECTION: A.! GENERAL: 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-12 and DA-13) and the Manu#,acturers recommendations and specifications. 2. Description: The Contractbr shall be responsible ,;for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion of . protective coating of structures in accordance with manufacturer's recommendations. �. 3. 4. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. Corrosion Protection: Corrosion protection may be required on all structures where higta turbulence or hi�h H2S content is expected. B. MATERIALS: 1. Scope: This section gove�`ns the materials required for completion of protective coating of designated structures. � 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a finro-part epoxy resin system using 100% solids based epoxy ,binder with fibrous and flake� fillers, is manufactured by Raven Lining systems and designated as Raven 405. � � oai�siss ASC-14 � � � �� L�J � 5. � 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. LJ � u � �eJ �i � � L�J � ��l Q04/1 fi/99 PART DA - ADD'ITIONAL SPECIAL CONDITIONS b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. 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 required and directed by the Engineer sewer shall �be constructed of bore and jacked ductile iron pipe. b. V1/hen a casing pipe is not designated an the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost 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 soil, the size ofi the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud jacked. ASC-13 � PART DA - ADDITIONAL SPECIAL CONDlTIONS 1) 2) 3) The surtace shall be thoroughly cleaned of all foreign materials and m�tter. Place covers 'over the invert to prevent extraneous material from enterirrg the sewers. If required for filling or leveling, appiy specialty cement product to provide a smQ,oth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough ,to a minimum uniforrrr thickness •of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) •No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor aft�r operations are �� complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. Scope This section governs all work, materials and testing reqwired for the application of interior• manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. oa��siss <ASC-16 a O � � Q Q � 0 0 � C. � � � � D D 6�1 � 04/16/99 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resjn system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: 'Mixing and Handling of specialty cement material and protective coating material, which °may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. �XECUTION: 1. 2. 3. General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than apprbximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be co,�ted. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. ASG15 � PART DA - ADDITIONAL SPECIAL�CONDITIONS 5. Mixing and Handling Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the •Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly f�miliar with the handling of the coating material shall perform' ihe spray coating operations and coating installations. C. EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of .the frame to the bench, down to the top of the trough. The interior coating „shall be installed in accordance with the manufacturer's recommendations and the following procedure. :a •1) The surFace shall � be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, cir other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from � entering the sewers. 3) Apply a minimum. of one-half (1/2) inch specialty cement product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. � � 04/16/99 ASC-18 � � � 0 � L�. L�. � u PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Description The Contractor shail be responsible for the fumishing of „all labor,, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance "With manufacturer's recommendations. 4. Manholes j� B. MATERIALS W � � L�� L�J L■J � LJ � L�J Q04/16/99 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating � K� Manholes to be coated are of brick, block, or .concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Materialldentification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Propertv Standard Lonq Term Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress � ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi ASC-17 LJ PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or.trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. 3. 4. 5. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is `manufactured by Raven Lining systems and designated as Raven 405. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material Identification Contractors will completely� identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor �shall be responsible for getting approval from Raven Lining` systems and/or the grout manufacturers for the use of these grouting materials. Mixing and Handling Mixing and handling of interior coating, which may be toxic unde� certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility. of the Contractor to provide appropriate protective measures to ensure that materials are � under �control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by�certified applicators approved by the manufacturers. oai�s�ss ASC-20 a � � a � .� D. � 0 D PART DA - ADDITIONAL SPE'CIAL CONDITIONS 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by � the Contractor after operations are complete in accordance with Section DA- 18. MEASUREMENT AND PAYMENT Payment shall be based on the. Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for perForming the wor{c and for fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: DA. GENERAL L! 1. Scope This section governs all work,. materials and testing required for the application of � interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. L'J 2. Description � . " The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recomm�ndations � ��J ao4/16/99 Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. ASC-19 lJ PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surFace and brushing the lining naaterial over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by ,the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TES�ING OF REHABILITATED MANHOLES. D. MEASUF2EMENT AND PAYMENT ,� Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for fumishing all labor, supervision, materials, equipment all testing necessary to complete the. work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM: A. GENERAL 1. Scope. This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed in the Manhole Rehabilitation Schedule, listed in Part 1. Interior manhole coating shall meet the requirements of this Section or of Section D-27, D-29 or D-30. , 2. Description. The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes irw acco�dance with the Contract Documents. 3. Manufacturers Recommen��tions. Materials, mixture ratios, and procedures ' utilized for the coating prQcess shall be in accordance with manufacturers recommendations. 4. Manholes. Manholes to be coated are of brick, block, or concrete construction. Some manholes may have °� cementitious sprayed �or trowelled-on coating over the original interior surface. , .__ 04/16/99 ASC�-22 � � a c. � PART DA - ADDITIONAL SPECIAL CONDITIONS EXECUTION 1. General Manhole coating shail not be performed untii sealing of manhole from frame and � gr�de adjustments, partiai manhole replacement, manhole grouting or sewer replacementlrepairs are complete. l�J � � I� � o� LJ L�7 � � L� � u D04/16/99 2. Temperatures Normal interior coating operation shall be pertormed at temperatures of 40°F or greater. No application shall be made when freezing is�expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame� to the bench/trowgh, including the bench/trough. b. The interior coating shall be installed in accordance �with the manufacturer's recommendations and the following procedure. 1) The surtace preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water dropfets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls.� 5) The final application, shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 2,4 hours after application. ASC-21 � PART DA - ADDITIONAL SPECIAL CONDITIONS � Grouting shall be performed in accordance with Section D-31. Contact Strong-Seai Systems for grouting recommendations. b) The interior coating shall be applied to the manhole from the top of the bench/trough to the top of the corbel or flattop, including the bench/trough. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. (1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure � water spray (minimum 3500 psi). (2) Place covers over invert to prevent extraneous material from entering� the sewer. � (3) The surface prior to application shall be damp without noticeable free water droplets o�' running water. MS-2A material shall be spray applied (using a manufacture� approved application machine) to a uniform thickness of 1" minimum. Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. (4) The application shall have a mi�imum of four hours (4) cure time before being subjected to active normal flows. Ambient conditions in the manhole are adequate f,or curing as long as the manhole is covered. � � � � (5) Traffic shall not be allowed over manholes for 12 hours after reconstruction is complete. Q d) After all repairs have been completed, remove ali loose material. 3. Temperature. Normal interior coating operation shall be performed �t temperatures of 40 Degrees F or greater. No application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90 Degrees F, precautions shall be taken to keep mixing water below 85 Degrees F, using ice if necessary. 4. . Interior Manhole Coating a) � Testing of Rehabilitated Ma�holes a) Testing of rehabilitated rrlanholes for water-tightness shall be performed by the contractor afte� operations are complete in accordance with Section D- 32. � 04/16/99 ASC-24 � � ' � 0 . � B D � 2. Interior Coating. Strong-Seal Systems MS-2A , factory-blended, cement-based , fiber-reinforced coating as manufactured by Strong-Seal Systems of Pine Bluff, AR. No material (other than clean potable water) shall be used with or added to Q Strong-Seal •MS-2A without prior ,:approval or recommendation from Strong-Seal Systems. D � � D � !� C � � � D � � a C�i PART DA - ADDITIONAL SPECIAL CONDITIONS MATERIALS 1. Scope. This section governs the materials required for completion of interior coating of manholes. ' 3. Material Identification. Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or roof' control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixin� and Handling. Mixing and handling of interior coating, which may be toxic under certain conditions, shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control .at all times and ar•e not-.available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the coating operations. EXECUTION: 2. General. Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction is complete. Preliminary Repairs a) All foreign materials shall removed #rom the manhole interior using high pressure water spray (minirnum 3500 psi). Loose and protruding brick, mortar, and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them 1" below the surface of the r,nanhole. b) All unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1/2) inch in thickness shall be filled with rapid- setting, trowel-applied patching compound prior to spray application of the MS-2A coating. c) Active leaks shall be stopped using rapid-setting hydraulic cement products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. ASC-23 OM16/99 �� PART DA - ADDITIOI�AL SPECIAL CONDITIONS additional repairs required on these unsatisfactory manholes during the guarantee period. c. All manhole rehabilitation work shall be warranted to be free of defects and of good workmanship for a rriinimum of three (3) years from the date of final acceptance of the project. Any manhole repairs completed by the Contractor which fail during the warranty period shall be repaired to the satisfaction of the City at no additional cost to the City. C� MATERIALS - Not specified. C. EXECUTION 1. Infiltration Testing_ a. All interior coated manholes and all partial replacement manholes shall be observed (tested) by the Contractor in the presence of the Engineer for sources of infiltration. Observations will be made during high groundwater conditions, wherever possible. b. Manholes shall be tested after installation with all connections (existing and/or proposed) in place. Drop-connections and gas sealing connections shall be installed prior to testing. The lines entering the manhole shall be temporarily plugged with the plugs braced to prevent them from being drawn into the manhole. The plugs shall be installed in the lines beyond drop- connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole (so that th� manhole frame seal is tested) and inflated in accordance with the manufacturer's recommendations. A vacuum of 10 inches of inercury shall be drawn, and the vacuum pump will be tumed off. With the valve closed, the level of vacuum shall be read after the required test time. If the drop in the level is less than 1-inch of iner�ury (final vacuum greater than 9-inches of inercury), the manhole will have , passed the vacuum xest. After a successful test, the temporary plugs will be removed. The required test time is determined from Table I. Table I MINIMUM TIME REQUIRED FOR A VACUUM DROP OF 1" Hg (10"H9 - 9"H9) (SEC) 04/16/99 DEPTH OF M.H. ��T•) 8 10 12 14 16 18 ** 48-Inch Dia. Manhole 20 sec. 25 sec. 30 sec. 35 sec. 40 sec. 45 sec. „ T=5 sec. ASC-26 60-Inch Dia. Manhole 26 sec. 33 sec. 39 sec. 45 sec. 52 sec. 59 sec. T=6.5 sec. 72-Inch Dia. Manhole . 33 sec. 41 sec. 49 sec. 57 sec. 67 sec. 73 sec. 7=8 sec. a � 0 LiJ � D. � L� Li1 PART DA - ADDITIONAL SPECIAL CONDITION� b) At least four (4) 2-inch cubes of the coating material shall be taken from each day's work with the date, location and job recorded on each. The cubes shall be sent to Strong-Seal Systems, Pine Bluff, AR, for testing. A compression test will be made according to ASTM C-109, and the results will be furnished to the engineer and the owner. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per each manhole coated. The Contract Unit Price shall be payment in full for perForming the work and for furnishing all labor, supervision, materials, equipment and material testing necessary to complete the work. Grouting, if necessary to stop active leaks in manhole well areas, shall be�included in the above unit price. Grouting of the pipe seals, bench and trough, a�d lower portion of a particular manhole, if required by the-Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately. DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: oA. GENERAL � 1. Scope. This section describes manhole testing to effectively confirm the watertight integrity of existing manholes following structural ,infiltration and inflow related repairs and that the appearance of the work is acceptable. L!J L�J LJ � � � t�J 0 04/16/99 2. Description: a. Infiltration may be observed in manhole defects at manhole walls, pipe seals or bench/trough areas. Infiltration related repairs are intended to eliminate leakage of groundwater into manholes. b. Inflow may be observed in manhole defects at manhole frames, covers, frame seals, grade adjustments, grade adjustment seals, corbels, or walls. Inflow related repairs are intended to eliminate sources of surface water entry that 6ecome active during rainfall events. c. Structural repairs �may be required when making I/I related manhole repairs. Structural repairs may include defects in any manhole components but not displaying I/I. 3. Testing, Observations and Guarantee Periods: a. The testing required shall be performed by the Contractor at tocations designated by the Engineer and documented to the satisfaction of the Engineer. b. Any new or rehabilitated manholes that are observed to be leaking' by the Engineer during periods of high groundwater or during inflow conditions shall be subject to� additional repairs. The Contractor shall be responsible for all ASC-25 � PART DA - ADDITIONAL S,PECIAL CONDITIONS 4. c. Slant Shear Bond Sfrength. Slant shear bond strength shall conform to ASTM 882 modified ,�nd shall meet or exceed a minimum 28-day break of 2,400 psi. If the manhole tested fails to pass any of these requirements, another manhole shall be selected and tested. If the second manhole fails, the City may, at its,option, stop work until the Contractor can provide assurance that testing requirements can be met. Guarantee: Contractor shall warrant that the workmanship and materials are free from defects and that the manholes are sealed from inflow and infiltration for a period of three (3) years from the date of final acceptance of the project. D. MEASUREMENT AND PAYMENT Payment for manhole vacuum testii�g shall be made at the Contract Unit Price bid for each Manhole Vacuum Test actually performed and passed and the appearance of the completed manhole is visually acceptable. Payment shall be full compensation for all labor and materials necessary to complete each test. No payment will be made for additional vacuum tests or any dyed water testing. Payment for manhole core testing, 'including all labor and materials necessary to complete each test, shall be made at the Contract Unit Price bid for each Manhole Core Test actually performed and passed. � DA-22 REPLACEMENT OF CONCR�TE CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction En�ineer, and replace with standard concr�ete curb and gutter, taydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. �-S5 of the Standard Specifications. lncluded, 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 fror� the g,utter 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 need�d, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within foi�rteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessa ,ry to complete the work. 04/16/99 AS�:-28 � � L�J �� J � � � u � 2. PART DA - AD�ITIONAL SPECIAL CONDITIONS **For all Manholes over 18 feet in depth, add "T' seconds as shown for each respective diameter for each finro feet of add'itional depth of manhole to the time shown for that 18 foot depth. [Exar�ple: A 30 (thirty) foot deep, 48 (forty- eight) inch� Manhole Total Test Time would be 75.0 seconds. 45.0+6(5.0)=75.0 seconds] (Values listed above are extrapolated from ASTM C924-85). a. Manhole vacuum levels observed to drop greater than 1-inch of inercury (Final vacuum less than 9-inches of inercury) will have failed �the test and will require additional rehabilitation. The Contractor shall make the necessary repairs to the already completed r�habilitation work at no additional compensation. If the failure of the vacuum test is determined to be due to preexisting conditions not on the manhole rehabilitation schedule for that manhole, this additional wo�k may be authorized � by the Owner's Representative. After completion of the additional rehabilitation the manhole shall then be re-tested as described above until a successful test is made. Only one payment for manhole vacuum testing will be made on each manhole. b. Vacuum testing is required on all manholes having interior rehabilitation. Inflow Testing: All partially rehabilitated manholes shall be dyed water tested unless the manhole has successfully passed the vacuum test. Manholes shall be �dyed water tested in the presence of the Engineer. The dye test shall consist of applying a concentrated dye solution around the manhole frame. Dyed �water shall be applied for at least ten minutes. Manholes ob�erved to be actively leaking greater than one drip per five seconds will � have failed the test and will not be �cceptable. Manholes failing the test will require additional rehabilita�ion by the Contractor at no additional compensation. 3. Other Testing: �� l�l CJ � L�'J 0 04/16/99 One (1) rehabilitated manhole will be randomly selected for further testing. A laboratory selected by the City will take core samples of wall sections of manholes with wall coatings. Testing of the core samples will be done to evaluate material thickness, compressive strength, flexural strength and slant shear bond strength. The, following are the minimum required strengths for cementitious and non- cementitious wall coatings: a. Compressive Strength. Compressive strength shall conform to ASTM C 495 and C 109 and shall meet or exceed a minimum 28-day break of 4,000 psi: b. Flexural Strength. Flexural strength shall conform to ASTM C 348 and shall meet or exceed a minimum 28-day break of 1,200.psi. ASC-27 � PART DA - ADDITION9AL SPECIAL CONDITIONS DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU� io The following specifications are for the fumishing 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. G CURING: The reinforced concrete pavement surfa�es shall be sprayed uniformly with a membrane curing compound conforming to the requirements of � ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: Included in this item will be the remov�l 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 pave'rnent. The existing steel shall be thoroughly cleaned � before lapping. The following wor{c method will be perFormed on each utility cut: 1. Place safety signs, barricades and/or other warr�ing devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with �Ceel, chalk line �r paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) ir ches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. . 7. Place and finish concrete. � 8. Clean up job site, removing all debris. oai�siss ASC-30 .� l=J I'J � I�� J �L� � �i �' I L�J � � � � The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. ContFactor shall work on one-half of Valley Gutter at a time, and the other half shall . be open to traffic. Work shall be completed on•each half within seven (7� calendar days. DA-23 REP�.ACEMENT OF 6" CONCRETE DRIVEWAYS: � This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is� replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing `Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. } The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to compl�te the work. DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations �to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing� and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary ,asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No., 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and�the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Itei'n 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer-�o �expedite the work at locations identified in the field. PART DA - ADDITIONAL SPECIAL CONDITIONS DIf the contractor fails to complete the work on each half within seven °(7) calendar,days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. ��. u The unit price compensation work. bid per square yard for Concrete Valley as shown on the proposal will be full for materials, labor, equipment, tools and incidentals necessary to complete •the � � 04/16/99 a ASC-29 PART DA - ADDITiONAL SPECIAL CONDITIONS „ e 0 ` Sieve Designation, U.S. Standard Square Mesh 3/8 in. (9.5 mm) , No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) L�7 18" Riprap Sieve Size (Square Mesh1 18 inch 12 inch 6 inch 3 inch Percent Passin4 . 100 60-85 15-45 0-15 2. RIPRAP WEIGHT: Weight of �;rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). 3. FILTER FABRIC BLANKET: Approved Manufacturer: • Supac - Heavy Grade 8NP (UV) • Trevira 011/280 _ _ .. 4. RIPRAP GROUTING • Amoco 4553 • or Equal Heavy Grade a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a�ombination of natural and manufactured sands. The grading and uniformity of the fine aggregate shall conform to the following requirements as delivered to the mixers: EXECUTION: 1. CONSTRUCTION: Permissible Limits Percent bv Weiaht. Passinq 100 95 -100 80 - 95 55 - 75 30 - 60 a2-30 2-10 � a. The channel side slope arid the toe excavation shall be prepared to the required lines and grades. , b. Filter fabric and riprap shall be placed in succession to the required thicknesses � and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. • . 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be ' placed in the manner and at the locations shown on the drawings. ,�Z1t � the time of installation, the geotextile shall be rejected if it has defects, rips; holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface #o receive the geotextile shall be prepared to a relatively smooth condition free 04/16✓99 ASC-32 u 0 ��J � l�. PART DA - ADDITIONAL SPECIAL CONDITIONS 9. Maintain 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. QA-37 R�CK R[PRAP - GROUT - FILTER FABRIC; aA. GENERAL: 0 1. General Conditions, Supplemental Conditions, applicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NCT�OG) Standard Specifications, are hereby made a part of this section. � D B� a 0 � D C. 2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans. � DESIGN CRITERIA: 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stabfe, the design shallv incorporate other requirements needed to stabilize the revetment toe. 2. The channel side slope shall be as shown on the drawings. 3. Engineering filter fabric material shall be placed underneath the riprap. 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection. See cross sections. PRODUCT: � 1. RIPRAP MATERIAL: Stone for riprap shall .be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shall be reasonably well � graded between the following prescribed limits: L�J � � o4i�s�ss �teve Size (Sauare Mesh) 24" 24 inch Riprap 18 inch 12 inch 6 inch ASC-31 Percent Passinq, 100 80-90 45-55 0-20 [�� ,:k E. PART DA - ADDITIONAL SPECIAL CONDITIONS AGGREGATE. The grout shall be mixed in a concrete °mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency si�ch as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95,degrees F. unless approved by the ENGINEER in writing; nor when the grout, without speeial protection, is likely to be subjected to freezing temperatures before final set has occurred. Prior to grouting, all sucFaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 10 feet in width, commencing at the lowest strip and working up the slope, Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surFace a distance in excess of 10 feet. Immediately after �umping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the groufiworked into place between stones with suitable spades, trowels, or vibrating equipment. As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surface of the stone protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a' period of at least 24 hours. The grouted surFace shall be protected from°erain, flowing water, and mechanical injury. The surface of all grouted riprap shall be cu"red by keeping the surface contiriuously wet for a period of not less than 7 days. MEASUREMENT AND PAYMENT 1. FILTER FABRIC: Filter fabric will be measured by the square yard for material used including that required at toes and thickene� edges of riprap. Payment for filter fabric will be made at the contract unit price per square yard which includes all plant, labor, material, and all installation costs in-place, complete. 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for. riprap will be made at the contract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place, complete. 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan dimensions. Payment for �ro�t will be made at the contract unit price per square yard which includes all plant, labor,�material, and installation costs in-place, complete. I II o4i�siss ASC-34 � � � � CI'' ',�,,I � � ��I � I� � L u C C C C PART DA - ADDITIONAL SPECIAL CONDITIONS of obstructions, depressions, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surFace before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of the channel and laid smooth and fr�e of #ension, stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the acival length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination' by surface runoff and.any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement,of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a layer of the specified material is accomplishe��within seven (7) calendar day,� after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from darnage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. •Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and ir� such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position�shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which will prod�xce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be req,uired to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. . 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE � 04/16/99 ASC-33 �J � lrJ � � LJ �. Tht manhole insert shall bt ot carrosioa-proof high densitY polyethelen� that meets or exceeds the' requirements of ASTH 01248, Category 5, Type III. b. The minimum thickness of the manhale i�sert sha11 be 1/8". a c. The manholt insert shall have a gasket that provides positive seal i� wet or dry condittons. The gasket shall be. made of closed ce11 neoprene rubber and�meet tAe cequirement of ASTM D1Q56, or equal. l�J � d. The manhale insert shall have a strap for removi�g the insert. The strap shall be made of minim�sm �1" wide woven patypropalene o� nylon webbing, with the e�ds treated to prevent.unrav�lling. Stainless steel hardware sha11 be�used to securely attach strap to the insert. e. The manhole insert shall have one or more vent fioles or valves to a release gasses and aliow water inflow at a rate no greater than 10 gallons per 24 hours. L �c��iur� tiv0 - M�ITERIAI SPECIFICATIONS MA7ERIAL STIlNOaRD ElOQ-4 JANUARY 1, 1978 (ADDED 5/13/90) �.�.� . . : � � : � � � � : �-4 t�g�,; This standard tovers xfie furnishing and installation of M�teri�9ht �asketed manhale tnserts tn the fort Worth sanitery sewer tollection system. � �.� � : : . . � � + , �`, Q100,�4.3 IKSTAL ATIQN; � � � � � �� Q � D a. The manhole frame shall be cteaned of a11 dirt and debris before placing the manhole inseri on the �im. b. The manholt i�sert shall be fully seated around the manhole frame rim ta retard water fran seeping between the cove� and the manhole frame rim. � ��oo t�� 0 � I � EXCA�/ATI�N, BACI�F�ILL AND PAVEMENT REPAIR� UNDER EXISTING STREETS � a MIN, 2' H�T �R C� D L MIX ASPHALT —TEMP�RARY PAVING REPAIR SH❑WN - aEXIST, STREET PAVEMENT �� FOR PERMANENT PAVING REPAIR DETAILS % SEE FIGURES 1-5 OR AS SPECIFIED IN / THE PLANS ❑R SPECIFICATI�NS, � l'�'1 � � SAND MATERIAL EMBEDMENT � SEE SPEC, El-Z � �� 1) SEWER - MINIMUM 12'-� SAND EMBEDMENT C�VER O 2) WATER - MINIMUM 6' SAND EMBEDMENT C�VER � MINIMUM 6' EMBEDMENT L�J � "o"o"o"o"o"o"o"o"o o"d"o"o"o o"o"o b"o"o"o"o" . �� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� ��/ � hRN, 6 CC1Mi' C ED /j/�� ; '��FLEX-BASE MATERIALf%�� % ' : a : • : a ' //./:'i //!: "iY/,'i /,�� i /� . . '• • '• '. s '' B�TTOM OF TEMP�RARY OR � . ::.•'�: :�• • . ; �. = .� •• � � s PERMANENT PAVEMENT REPAIR EXIST, BASE � � /��: � .. '.•' :'. ; •.' � ,d� ,• ,•. � . _a : : . , :.: ..',•! . •. • •• ` � � - ' ",� � � �- �TYPE C BACKFILL :' ; � ,, `. .••'• �'." '. SEE SPEC, El-2 " `'' ' 1'-6' MAXIMUM •.,•• � . : . . . . + V .�. Y � . .;". ; ,:� . �:; : .-f�.' � � "'�.. .. � ::. :�� . • . ' „�. ... . •.. �• ' 'a, ' � CRUSHED STONE ` tiQ�' � ' SEE SPEC, El-3 ;i��, Q �,� _� � q • �. � : :''% •� ;�y::.^�.{.. ..: :.� ; . ,J _ �' �;,,F."':�:�'� �•.:r.�;•;_':.:,�.: � .r ' , •' : a y : : �,.. : . � INCL`UDED IN LINEAR F❑C1T BID PRICE ❑F PIPE a� � . � �I�URE B CSEWER� ALL SIZES) � CWATER SIZES 16" & LARGER) � l�l NTS REV� MARCH 25, 1999 �.J ... � � ..� .■� � ,� � ,�■� EXIST. CURB & GUTTER � l.� � � � � i� i� o � o � iVo.3 BARS ON 24' CENTERS BOTH WAYS WITN � MIN.2 SARS LONGlTL1DINAL IN DITCH. CLASS 'A' REINFORCEO CONCRETE EXIST. CURB EXtST. CONC. EXIST. CONC. � PAVEMENT . PAVEMEN'f REPLACEMENT PAVEMENT �& GUTTER saw cur--� , sAw CUT .-.� � , . ` , • - •, • • � � . . . � �• . _ EXIST. BASE — nF arm . � . . ~-- �. . � � . �._ • �. .. t: �. • �t � � -. r • . • . �'��•/ • /.\ � /., • /�\ /. �,� � � �1 /�y y�/ .�1 ; �� /�� 1' 1 • 1 � 1 ��: � , . �..-► • ; : 6' MIN. : • ' . • : �� • 12' . .� '. � � ' ' � � � 12` . . • • •' . ! '• ' • • ' • • • ' �-- 2:27 CONCRETE . ..�. 4 :•�• . �' :. � .� . EXfST: BaSE tIF ANY) . ' • • � • • • �—ALL TRENCN BACKFILL SNALL �MEET REQUIREMEPITS fOR •• •. •�••. , GRADATION. AND COMPACTION AS SPECIFIEO IN ITEM t02 f�F .. �.. THE STANDARD SPECIFICATIONS FOR CONSTRUCTION. PUBLIC •• WORKS OEPT.� CITY OF FORT 4�ORTN TEXAS OR BACKFIL4 CRUSHED LtMESTONE BEODING TO EXTENO--t �; •• AS SPECIFtED IN SECTIONS Et-2 &, .�2-2 OF THE FROM 6' BELOW PIPE TO SPRfNGLINE. . '• SPECIFICATIONS FOR WA7ER DEPT. PROJECTS. FORT WORTH ^Q . �� WATER � OEPT.� CITY OF FORT 1YORTH� TEXAS. NOTES: � � " � � PROPOSED PlPE �o� o o� o O o— OITCH WALL 0 Q� i �� 1� � 1 1 � t 6' CRUSHED LIMESTONE BEDOING 10 REfNFORCEO CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL DEPTH � OR TO A MINIMUM OEPTH OF 5', WHICHEVER IS GREA7ER. � Q IF STEEL�EXISTS IN CONCRETE BASE�TO BE CUT,THE STEEL SHALL BE CUT ANO SALVAGED AS POSSIBLE. A MINIMUM .LAP Sf'LICE DISTANCE OF 12' SHALL BE PROVIDED. . 3� REINFORCED CONCRETE PAVEMENT WILI. BE REPL`ACED AS SHOWN OVER TRENCH IN TNE EVENT NON=REINFORCED CONCRETE PAYEMEfVT tS REMO,YED. , Qq BEDOfNG OF PIP� TO MATCH AOJACENT SECTtONS OR SPECIFICATION 402. WHICHEVER IS GREATER. � Q 2s27 CONCRETE MAY BE DELETED IF NALF TNE SPECIFIED THICKPIESS OF 2s21 IS ADDEO TO THE CLASS 'A• CONCRETE. � , � FIGURE 1 � CONCRETE PAVEMENT REPAIR DETA�IL � NOT TO SCALE O Ci C� C] t� C� i� O C� C:� Cf Cl C1 Cx] C� C� C.7 O O _ . r--� MO )�1113 Ot• J�� C[MT[AS �OTN �Ati �t1iN ' Y1q =' /�AS IOMi�TY��M�I 111 OIfCM a��t. cu�• • MRT[A �R1�1 A�MYIi i��N�T iYA/ACi R[/lAt[M[Nt t s�3T AS►MAL? t��f1�11� fYR/�Ci (1�/�� Y1111 {UR/AG[ �CYA� � WTiiA 1 fAI OJT �'��T�CK CO�f iMW CUT' . � � • • r' : ♦. ; ` .;� � � .. :.' ;•:' ' 1. �I • � � .•� . •i � �.•• , c�'�` [ c .� •�. ,I�' ,,i ' • • • • • • •• � �ijl 9 � � .�i�� .'��i `'� � � � �," y o � ��",� �a`��.�� ,0��,^=�v O a �--+[�I{t � •i �^ �' � � ��'L�b'�/��i �j� � = CONC . �Y .: � ;::�• : .�; ; Q • . •. •,.. It� Y![ �" , •� : :=' • . . -: [u1�1. CMC �AN : �' , : ..�� !�!1 COeldl[T! � � \ �w1�T:t1��AM Cl�t! ��RtwI0ACi0 • • � . • • .. •�s•'•. �' �+�lt �RtwCN �K�/IlL tNAll ri�T �iKt W• Wi , �!� �Mt j_ CMt�tTt,. Ni! ' ' ' , � RtOw�[M[NTt /O� ��W� MM ( 1/ •w� � . •• . � COI�+CT�pw a� �►�C�IK� N �flM � . � � �y. �Ot 0/ TMt t1�MAN �1(CNrt�� . Tq�• IOA COwlTAYCT�p11, ►YK1C , �'� �s ocrt,c�T• N �o�� w�*M ' .�, Tt��f o11 �Atrtl�ll M lRO�►t0 �w rtC�lOMf ��.t rwQ [t-! Ir T/R MTCM �LL • ,• � f�[CII+CATrOw• IIR �t[R KMRT• • /[ iT�CIT�,OI tIM ��MtA� tt N[R �-� ��, - ---- - — ' •• �'• ��AOI�s[� 1�6t�llf♦ ONT�tl�T1M ' � a.. • �• � • � ►1�! . . ' " • , . • , - . - � '. '.5:;.. ':: , . •:'' ��;':.� . . , � � Yi � .. . . •� � • . • • � '�� rl �Tt� � �,i-�t1uIM� q�CMT� N/[ r�l� �wt•� sri[� tnft� � sMtMtt M.t•�tw�o�u� ca�c�n[Tt ��s[ �a�.• Kl [iN1 a��.a�t c«w�[ �� w �trlAi!• 1� MN11Mt ��►tN M/t t0 N tYT. fN! •t[[l' �tl� �t R[K�C[� M�NO�M, �t �R�l�tf� 10 TN� OR1N�ai M A A�1�� ilfR M�; �MN.t N tY� AM� MiMH� •• O�►�R fQMCM Ilil TK �V[�T MOM- �f►TM. rN11�111r ►A1/[b[�T 0� wl� .*111tMltM M TIR M�ATt�. �O�t��t A r1111rYY Lw1 N<tt *��A�M�i� CNCA[1R �A�t IS M�MAtf /tA[!Tf i�ll K 1 j• �h K��MN fJr M�[ T� rA�dl ��J�CtIfT �IfTAUCi N It��KI �[ M�rO�� 11�Mr[�. M I1M iA�K� WMIiI CIM�. � KCt1dM M lKCMKAt1M Nf tIMOlV�� o.s- 2�27 CONCRETE MAr PE �ELETED IF "�! �T�� MAIf TME S�[CIFIEt1�T� '1cN[1SOF 2�2T �! ADOEO TO TN! CLAS! A CONCRETE. , TYPICAL � SECTION TR E N C H REPAIR ASPHALT Sl3RFACE � R�tNFORCED �ONCRETE �ASE � cirr of foRr �oRrN �N_�_,_n RE�._.� ;•' TRANlrDR7ATi0M/PUeL�C WORKS DE�T. �'-�-��—�-�+ ' , :M• � ttt7 fA�/NffR�Mi .'�:f/OM �E�-i2-'a-'e f/i. l. � J . • . �,� _.• - RFv-s•Jo-�[ _ � C� C� C.� �'! C1 �1 t� C� C7 [� L� O C� I� � �l C� C� 0 EXIST. CURB � GUTTER EX(ST. H.M.A.C. " SURFACE SAW CU� SEE �NO'1'E Q BELOl� ' . PRDPOSED N.M.A.C. REPLACEMEtVT �z� �N'� EXIST. N.M.A.C. SAW.CUT SURFACE EXIST. CURB � & GUTTER ..�- r ///�� ' `T . . �.. • •�l•� ' '�l. • �•�"/..t • ��%�/��1�/� •�� /:.I�Ii/.I/.��% -t � � w f • \� � i / 8� �ri� • �� i / • \� � i �•� � �t� I• • • • , ♦ �,� I • �Z �12' •��.•'.� � � �. �•� �: � 1� EXISTtMG GRAYEL BASE � � � ' `� '� - ` .� �.':�� • • !• .� � �� . �• � . � � . � � . EXIST(rSG BaSE (IF AM') . ` ' ' ' • � • ` �� • • � `--- PRIME COAT • '� �• � " 2r27- COHCRETE . CRUSF�ED LtMESTONE. BEQDING t0 EXTEND � '' •'� � FROM 6' BELOi� PiPE TO SPRINGLf�tE .��`% �. _ ALL 7RENCH BACKFILL SHALI, MEET' REQUlREMENTS FOR ' � .. GRADIITION AND COMPACTION ASL SPECIFIED IN �'EM �l02 OF � 0 � �'TNE STANOARO SPECfF(CAT(ONS fOR CONSTRUCTiON. PIfBLIC • � .. O� WORKS DEPT.. qTY OF FORT WORTH. TEXAS OR BACXFILL • p Q AS SPECIFIED (N SECT(ONS Et-2 �& E2-2 Of THE ' PROPOSEO PIPE � SPECIFICATIONS FOR WATER DEPT. PROJECTS. FORT WORTN o � o � WATER bEPT., qTY OF FORT WQRTH, TEXAS. OITCH WAtI ,' D� a �• , o �• O o a , --- � � .� �� '6' �RUSHED IIMESTONE BEOOING . NOTES: � ° � . � �i �2:27 CONCRETE SHALL BE INSTALLEb A MIN. OF 8' BELO{Y BOiTOM OF EXfSTlNG N.M.A.C. PAVEMENT. . • � ALL EXfSTtNG ASPHAtT SHA�L� BE REPLACED TO THE ORtG�+tAL DEPTN. MiNiMUM PAVEMENT REPLACEMENT SHALL BE 2'OF FINE GRADED SURFACE COURSE. Q� BEOOIHG OF PtPE TO MtAiCN AbJACENT SECZ(ON OR Sf'ECtFICATtON� �02. IYMCNEV�R � IS MORE STRINGENT. - Q• ON MAJOR� PROJECTS..T� PR4JECT EKGINEER OR OESIGNER MUST EVA`UaTE•?HE FULL, • WfQTH OF EXISTiNG H.M.A.C. PAYEMENT AS TO 'fFflCK�+fESS, CONDITIONS AND ABILITY 70' "" WITNSTAND CONSTRUCTION LOAOING. IF APPROPORIATE, THE FULL WIDTH OF SURFACE SNAIL BE REMOVEO AND REPLACED IY1TH APt'ROPRIATE TREATMENT TO EXISTING BASE OR SUBGRAOE MATfR1Al. FIGURE 4 ASPHALT � PAVEMENT REPAIR DETAIL I NOT TO SCALE �� LJ � � ' .; ;. �� ; :�= � 3�8' DIA. CLOSED CELL EXPANDED d �':. POLYETHYLENE FOAM BACKER ROD .N -i�_ . _._......._ __.... ,.�..��.. , Q •�• � f� '� ► � �� • �� a � : � •• •: SAWED JOINT FACE . . •; . � c�n `� � .�� . Z,. ... . � � - ::. :.:: � ... =..;: :::.: FIRST POUR �' : ; ;' SECOND POUR . � = I 'COLA` JOINT CONSTRUCTION . i JOiNT OETAfL N0. 2 � SEA� FOR LpNG{TU0INAL I4NC � TRAHSYERSE COt�tSTRUCTtOH BUTT JOIHT N.T.S. JOINT OEPTH PAVEMENT THICKNESS T=5' T=6' T=7' ., ,�`8� 4J �.:� . 0 - a � [�J � � �otHT o�a« Ho. t SE�0.L FOR EXPI4AIStON JOINT � N.T.S. SUPPLEMENT TO T&PW FIGURE 1: D� WHEN EXISTING CONCRETE IS CUT, SUCH CUTS SHALL BE MAOE W1TH A CONCRETE SAW. AI.L S�IINtNG SNALL BE SUBSl�IQRY TO THE UNlT COST 0� THE ITEM FOR WHICN SAWING IS REQUIREO. JO(NT OETAILS N05. 1; 2& 3 OF THE T&PW PQYING OETaI�S SHAL� BE APPLICABLE. .!0lNT �DEf'TH ( T/4 ) ��4� 1 l2' 1��' 2' . ��. SILICONE JOINT SEALANT � �—� � . ,� . .. . . . . � �:s �-'s; , .: ;.. , : ' • • ' SAWED JOINT FaCE . � , , �: ; � c� � . � � . . ` . " : •..: .• •: i.,._ .; .�� ••. ,.• ; 3/s' DIQ. CLOSEO CELL EXPANDEO : �;; ;: : : POLYETHYLENE FOAM BACKER ROD r �. '� ' ;,. ;. �. . : �: . •• '• •• : . ':: ; .•i: .; ' :•� . •:. � �JO(NT DETAlL N0.3 SEA� �Of� SAWED DUMMY JOINT N.T.S. � � SILICONE JOINT SEALANT �4. . ao 'r�_�'�" ' � ' . �. •. •• � •"'••'•"�;i .: �i . • � � �.� ''�' POLYETHYLENE 80ND '" `� � BREAKER TAPE '�6 SMOOTH--��"�i= � � �� REOWO�D EXPANSION '•`'�� °� ' JOINT FILLER . �, : ;�a � ; ;::.� . . � ' ��; :• � :••.:.:.•• ------------------��------------ � � DOWEL SUPPORT BASKET u l�� '. � C � l� � Plug :,+:,`�l �...',f.•.Y:��;;:'f `V NOTE; Bearing Areas shown are based on 150 P•S.1.G test pressure and 3000 ,P.S.F. soil bearing value. 9� �� o �`'' /S.. � Tee 1500�' Concrete •'*s' .w� � •. � t ••f�•�•�tY.1�; �i��Y� •�d�n�'f � .� �� ti r � V .`� ��.%. f.� . � �� •.� '� t ; , .. •, w :,. :,: •F � = . � :.• •.' _ �: �' {. ,p• :.t' �:• X itX�i :::' �: `:-`:Ir-- = _ ,::,'o'� � . '• ;� i�,�': �. � _' "E" � 1500�` Concrete I � C'` �'p, � . �`,g �so c� ,.r•• o, � ��°�a°�s ,; a •: : �� P�a s .. =`• s rt'!i. � a `� ; :d,P •; :•«.• .e. ,. .. �•�: � �.:; ;'' •. •• , t. o; ;• : : • . •�' .,r. .'. ji },'�•� ` ;' '' •s: '; , � 4�: \� � �� Bend ��Q HORIZON��TAL BLOCKING TABLE � -�Dimension ''X" May Vary If Necessary To Provide Bearing Against Undisturbed Trench Wall . � ;�- �. - 'i P i pe X-:: ��;.` Size -Dim. � Ft. �„ �. 0 6�� ,� 8" `1.5 .O lo�� 1.5 1�" � 1.5 16" 2 � 20,1 2 24" 2 30" 2.5 � ,,36" 2.5 42�� 3 48 � � 3 D �Y Sr�� a.o NOTES; l�J � � . . � 11° - 15' 22° + 30' 45° 90° Tee � Plug _, -r�in. rirx riin.-Max. � - - • Min. Max. Min. Max. Min. Max, "A" "'� Araa V� '�C" ArPa 1l01 . "D" Area Vol . "E" 4rea Vol .90 .8 .05. •95 .90 �.OS .95 .�0 .OS .91 .82 .05 1.16 .5 .OS .90 :8 .OS: •95 •90 .OS 1.05 1:10 .OS 1.73 1.99 .05 l.lg 1.41 .05 .90 .8 .�5 •95 .90 .OS 1.41 2.00 .05 1.86 3.47 .1 1.57 2.46 .1 .90 .8 .05;. 1.2b 1.60 .OS 1•79 3•20 .1 2.18 5.62 .2 1.99 3•9� •15 1.10 1.2 .OS 1.48 2•30 .l ' 2.14 4.50 .2 2.83 $.00 .3 Z•38 5•b5 •2 1.41 2.0 .1 2.00 4.00 .1 2.8� 8.00 .4 3.75 14.10 .6� 3.16 10.00 .5 1.77 3.ta .2 2.54 6.20 .3 3•52 l2•40 .6 4.70.�.0o i.15 3•9415•55 •?5 2.14 4. Sn . 25 3. oo q. 00 . s 4,� 2s lfi.l �.�5 5. 65 '�. 00 1.85 4.76'�?2 . 60 1. 05 2. 66 7.10 . 55 3. 78 14. 20 1.,0 5. 30 28.20 1. 75 7.OS �!9��0 3.4 5• 91,35 • 33 z. i 3• 33 lo . oo . �5 4. 50 2a4o �.4 6. 36 4a8o 2.65 8. So 72.00 5. t 7• Zo>> . oa 2.95 �.�2 t�.�nt.2 s.�s 2�.�n z.2. �.4t S�.�n 4. i a.qo a�.�o �.a 8.3o E�•oo 4.75 4. 38 .18. , 0 1.6 6.00 36.00 2.9 �.4i3 7'>'�1� 5.4 1 1. 14 125.50 10.4 9.50 90.03 6.1 S 4.00 �2.�CU.00 6.70 4�00 7.00_ 9.40�88.0010.00 13.001E2oCl6.o� 10.7C115Lb�12.00� Minimum areas shown are��in square feet. Volumes shown are in cubic yards. Vertical dimensions of a�ll• block bearing areas shall be i�entical to the horizontal dimension shown. r � HORlZONTAL 6LOCK 1NG DETAIL E-1- 20 Material �'f '�� ' �G U R E � E-2- 20 Const ruct i on O � a � � O %� a isoo# co�� D p Be 0 a . � � .,/.•i',, -;�;�:i � � J� � smaller = 24" or er i s greater. _, 4" = o.d. of Pipe � . ; d a mi n. of 6'' beyond �1 1 �Ot 1 Typ, � RU88ER GASKET JOINT M. J. - M. J. Bend ,-. _ ` a- Q � � 4 � ��1 ��; ��.�� •� _,• 1 � • ' � L.*� I "M ��Z'7 ts'•�i f��i _ I �' �1 � a �v 1 �� Y0�`,�i�•,� � ' ��4'�Gr'Z � \ I� H•� .t `ti rr� i „ `�.:r��,,,� � � �i � -0 .. � TxP• `., ..- � \ � JBeli-Bell � Bend `! �` � 1500# Concrete � � � Keep a min. of 1'-0'•' clearance between conc. and joints or bolts on C.I. Pipe. or in excess of 1'-0" as detailed. .�.. ;; . . ..:. 1-1-78 i�• • i 0 0 r r, � � ,j.,.y,' �`ij�"�ta; J �.�_�lS��'w.J�_� ;�i� 6., Ma,i n � 1500� Concrete �;� h'� .� ..+ri;�. MECHANICAL JOINT , Ma i n � ' � /� ; r. �- ;•• • •�� y it�� L',�,�� ` iv•�•��• A•3�� *,�• .A'�.r:{�.t(y,• � � 2�_�� , _ TYP• BELL AND SPIGOT JOtNT CRADLE DETAIL F`1GURE 10 t / f,•t � J � Note: When crqdle is shown or specified for installation on concrete pipe the ful 1 io i nt length of the pipe or fitting shal� '�� cradled. � :� E 1-20 Materials E 2-20 Construction - i� CJ C� C� C� L� C� � � f� C7 E_� �7 � C� G� L� � G.�7 -� - � .i � . ' . � � PMS 167 (Copper) ,— PMS 288 (Blue) ,r.,,_ PMS 288 (Blue) � � 8� „ � �� ; ; � ;, ; ; ..! � , ; � � 3�� `� 3� 1 5�� %� 3�� %� ; 4� .1 5�� .� . , ; ; . ; , : �; : � ; + ; ; ; ; ; , 3�� . � 2.25" _i ;, � . ,•' ' �; 3.75" , � . —.- . - ° T��a�e�� C� T o TH ou�; .-� , , � � ` � o . �.� � - r ,. � � • - � � . � ,�ll iTZC�s lZ � C�'IO�Z_ . �s� . 2.25"�— �3.75" N 0 4.5" � 45"' us � PROJECT SIGN Figure 30 � Scale 1 " -1' -- _ -- . -�-- - Where M.H.'s are in street install two or more courses of� `•rick .or concrete grade rings •� stween casting and top of bric �.one. or concrete slab. ; litt�u�� -Use standard McKinley� � No. A24 AM. or �Equal M.H. F�ame �ad Cover Set in Mortar Use Cast Iron Pipe to First Joint �Behind• Limit of Excavation � � � 4�� I : ...; �1: 4" I'! `" %'� � � i I 4 � �Co�c. Collar � . `�.� ui timit of � Exca va t i on -�«< I�stall M.H. Ste Same as tn Stanc M.H. . �'- ^ � M. . Cas � ''` ��" , Push-on Pl ug lro�� ee .. �_ . � - � � � .� . ' � � _� ' Install Nuts o �. L.� � O � Away from M.H. • Wall on M.J. a E � 4'."�" -� f I tt i ng COR-TE�t o- . '� � ��` � Bo�.ts o --I-f Requ i red �rov i de � � � Stub Extension At � /"'—` �oncrete � � nd of P.E. in M.H. �` - See 'L ;� � �arl� � Standard 4' Dia � � . M. H. Detail �' %. �� F 1 gure. 103 . , , / �Siope 1 /1 � / � � � ' � ' �• � "'� � V rtical to 3/�+ �� .� :: f. ,I � ti4 % Po i �t of P i pe o g„ : ' • ', ' ; ' � :I: •� �� . �' • • � .a. ': •1• � .� , . � . . . � � : ; . ,'�., •.. . ,� . •.; . � 6routed Invert� Use 4000�# Concrete 11111 Thrust Biock to� Extend 6" i� A1l a- Directions from - Outside Diamete� of PJpe � � �� : � .... , 1-1-78 D � �. 4� dia. for sew� . ' pipe up to 21" dia. 5' dia. fc s�ewer p i pe 21 "� TYPICAL SECTION 3�� dia, STANDARD FOUR FOOT DROP � ACCES�S MANNOLE � FI G URE t 07 � E 1-14 Materi6l ° . E 2-14 Construction Where M.�.'s are built in st�eets to be paved� M.H. �im to be set to proposed paving grade 7 a� . a a � � p �� ' o- � �: ' S: �:� � 0 ' � � O � � :. a Q .� � �. � 0 � � Existing surface Backf i 11 as specif ie�d , r f . • � , • •, �/�'�+l ��ll�ll t'� �'. � � � . . � � . • • f • • � • � � • � I � • • � � ` � � • � , � � , � i � � � � • • • •r�, ! � � � � � � � � �.• jl � , � • . � . � . � . �i �' . r • . •'�. ..•� •.• ' '• 1m, f . _ � • �.,• .. .�'�«`•.r�ti�ti.•' •� .' � ,�'', 1 • • • ♦ r �;• t�; . � f 1�..� • •+ � f �1� 3 • ,�.� � `'.•�'�ll�: "�• .�., C�".Q�'., ��• ',�,t,•,'t�'i•'? �t� � '• : : ?' �' �° `��;,''' - • ' �'• •: . • • �:'� =A' %'� ' �11 i ' •� � :r''::� �• •!. �� i� .-•:'; _• _ . •• :-.. .,,.k� m . : . ��' ' i:i: •� '71 .. '._. ' ;%. : �a ,.. , . : k. �tiP'� : o t.: y CS'� t'�� '��`�'�• �TM .��C• •�Qe •��••' � :�� • +�t Q • �'•� . ♦ � a.•y, .'. � , :. _ , - • � i. � - - i.••l • t Q• , •�:�r� ' �'• • �•f.� `• • • �"��• � . � � St i: �. ��: :�• ��••�'•~~� •Y ' •� , � • �'• '�' • �.;! � � ,'.�J � � � •• ' ,/ : �� • •.� ii��ee . �' . • �. . . . • • :� \i{J!Ar. . � '� � t' � 1. • % !I . �.' � 1 � a :�� • • .. r �.� ; ••.•� V"' ?�(ti;swt»+ • LL f . .. " � .�� 5�� :� �I �� . .�+. f ��t� � ' � :'� � : : ' . �;:. -. . : : •�'=b:�� Q ; ,`Q.:' • .a .1 ..,� .. r• ,�+ �� ;n.,bL�� J i i f : '. � • � � �/ � • � ♦ • • • , . • \ � _ — �� . l-=-7:�� tl(f�t�'l;' 'l;ll �,y,:�'i�l(1 /I.��e�:! ' �--0 � . O�-I Q6" min. dimension. 6" max. for pay purposes when bid per cubic yard. O6" min. dimension. Max. for pay purposes shall be 6" on mains 24" and smaller, 9" on mains 30" and larger, when bid pe� cubic yar.d. O4" mi�. dime�sio�. 4" max. for pay purpos.es when bid per cubic•yard. Q Class "E" 15�0## concrete. 1-�1-78 � . .. . - r CONCRETE ENCASEMENT DETAIL . FIGURE 113 E �-� Material �E 2-7 Constructio� C � FINISNED CRADE �EWER P1PE PL UG � a � DIP FOR �STACK � � ' � CLFtiNOUT NATH 80X AND UD STD CLEANING WYE � W w a <n �u O � `� � � � FlNISNED CRADE _ 1. : .. .r.� . I � .J \\//\\//\\//\\//\\//\\//\\��\ � . .'.`! , . . . � ... . . . . � :�/iv/i�/i�/i�/i�/��/ ..��.'•f.' ,.,,`•• •j• �i. •'1, ,'iy• •••�• ~,ts•• ,•,�'� :S'. _ ;•� :�`• • � • '�--------------- .. . � � ;i: ' •_�. ..`;:. � j .� . , . . - ' . . . . - - . - - - - ^ - - -Ex1STl�vG SERVICE i . I "'�=�' SPEC/FIED �DA?TEP, COUPLING — 6" MlN AT BOTTO�N ONLY • • �'�' ��''� • 4�' BEND � TYPc C" OR B" BACKFILL NE1"/ SANITARY SEN/ER LINE t"1/TH STANOARD EM2EDMENT PER FIC 109 �� CROSS-SECTION OF SEWER AT SERVICE CONNECTION � � 0 � � 0 � t � � I � � . '' � I i . OfP TEE FlTTlNC .. . � � .i i I .t , i" - . i I �� _ i � � � �.i� I � :.;: - `'� � ... . � . � � i ' �. . , .. :,� . _ �,�.-------------- --- - -�- � �'_' -� - ------------ �. :-:.. -:. i �i { - —. . 1 ----{�; - --- . .r; i `�,: ' . , : • � _-------------- ...; � i ...... ..........-. � � �; i ; ;�� . ... .. , � �: o yw . �� I ;. � �z . � �'� . . o .� • � PLAN VIEW � CHiMNEY SERVICE (NOT TO �CALE) UNE f 1 �� , � � �' � � � � � �' � �,' � � � � A � � PARi F Insu�ance " and Bond Fo��ns � � f� � � C� �' L�J C� l �l L�J L�J L�"J L�'J L�J L' � O � l'-J u � 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 PS58- 070580410060 TRI-T C CONSTRUCTION , C. N RACTOR B : �� C.�VV Y _ �!� �7 Title l—l�j_p d Date STATE OF TEXAS COUNTY OF TARRANT � �, BEFORE ME, the undersigned authority, on this day personally appeared b/9 !l� (/I�B�b� known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of l+�l -T��N �1UNST'261.C`7-I DA1 for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � 3 day of �FF N ..�' �90 0 , . � Not y P blic in and for the State of T"exas _____..---- ---------...------��- �.��vr�n JOYCE WOMACK Notary Public * * STAI'E OF T�XAS ��4��P� My Comm, Exp. 04/10/2fJ00 � LJ � PERFORMANCE BOND THE STATE OF TEXAS � �� COUNTY OF TARRANT � O BOND N0. 89800875 KNOW ALL MEN BY THESE PRESENTS: That we (1) TR-TECH CONSTRUCTION, INC. a(2) CORPORATION of T�XAS, hereinafter call Principal, and (3) VIGILANT INSURANCE COMPANY & FF�ERAL corporation org�nized and existing under the laws of the State and fully authorized to transact business in the State of INSURANC: Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and COMPANY existing under che laws of the State of Texas, hereinafter called Owner, in the penal sum of: ONE MILLION THIRTY TWO THOUSAND NINE HUNDRED FORTY SI� AND NO/100 ...................... ($1,032,946.001 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. �� THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain conteact with the City of Fort Worth, the Owner, dated the of a copy of which is hereto attached and � made a part hereof, for the construction of: JAN 1 1 ZOOO MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT i) PART 3, UNITS 1 AND 2 designated as Project No. (s) PS58-070580410060, 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 len�th herein, such project and construction being hereinafter referred to as the "work". � NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with r the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages wliich it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full � force and effect. � �� - T � ' � F1 � � PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value ;�eceived, hereby stipulates and agrees that no chan�c, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or lddition to the terms of the contract or to the wo►-k or to tlle specifications. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be dee�lled an original, this the of � ATTEST: �� ,1AN 1 2000 � ��'-' TRI-TEC C NSTRUCTION.INC L (Principal) Secretary P I IPAL (4) BY: � � � (SEAL) Title: �P � �� 1133 EAST LOOP 820 SOUTH I'ORT WORTH, TX 76112 L .%�� `/O�� ' Witness as to�Pri cipal _ ��y�,�� u!� '"' Address ATTEST: �.. (SEAL) � � (Address) VIGILANT INSURANCE COMPANY F ERAL SuretylNSURANCE COMPANY BY: a�rn��, �� . ��u,�.o�� Tamara E. Murray(Attorney-in-fact) (� (Surety) Secretary 15 Mountain View Road Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of Contract I;� � I� �;�. a.�('� Witness as to S�Yrety P.O. Box 8700; Fort Worth, TX 76124 � (Address) ' � (1) Conect Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. F2 � � � � � � � � � � � � � � � � a 0 0 IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, Texas 78714-9104 Fax # (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. i � � A THE STATE OF TEXAS § � COUNTY OF TARRANT § PAYMENT BOND BOND N0. 89800875 � KNOW ALL MEN BY THESE PRESENTS: That we (1) TRI-TECH CONSTRUCTION, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) VIGILANT INSURANCE COMPANY �xa corporation FEDERAL organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as INSURANCE � Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under COMPANY 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 � . ONE MILLION THIRTY TWO THOUSAND NINE HUNDRED FORTY SIX AND NO/100 ..................... � ($1,032,946.00lawful money of the United St�ates, to be paid in Fort Worth, Tan•ant County, Texas, for the payment �� of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the cons;truction of:: JAN 1 1 2000 MAINS BR AND 279 DRAINAGE AR�A SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRAiCT 11 PART 3, UNITS 1 AND 2 � _ Project No. (s) PS58-07058041006U a copy of which is hereto attached, refeired 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 THEKEFORE, 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 re�nain 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 che pc�osecution 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 ac[ion under the bond as provided in Article 5160 of the Revised Civil Statutes. � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Scate of Texas, that the said Surety, for value received, hereby stipulates and agrees tha[ no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or [he specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any sucll chan;e, 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 ri�ht of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an ori�inal, this the day of A.D., 1999. � �- JAN 1 1 2000 � ATTEST: � �� ' O (Principal) Secretary � � �� _ ,✓� o/y� , `i�/�N/�' Witness as o�Prmcipal� � /, J�9�,�E �" .��i� /.��A � �"' Address , � ATTEST: � � (SEAL) � r� TR: I: Title: /'dLC `� . 1133 �AST LOOP 820 SOUTH FORT WORTH, TX 76112 (SEAL) (Address) VIGILANT INSURANCE COMPANY F ERAL INSURANCE COMPANY BY: /J� � K.L�, (_ � / � ��/t,l�.� (Attorney-in-fact) (5� Tamara E. Murrav (Address) (Surety) Secretary 15 Mountain View Road Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � �i�'itness as to Suret}' (Address) � � � MAINTENANCE BOND � THE STATE OF TEXAS � 0 ' COUNTY OF TARRANT � � BOND N0. 89800875 � KNOW ALL MEN BY THESE PRESENTS: That (1) TRI-TECH CONSTRUCTION, INCas Principal, acting herein hy and through (2) its duly authorized and (3) VIGILANT INSURANCE COMPANY & a corporation organized under the laws of the State of ��;�as FEDERAL surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal INSURANCE �" Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, COMPANY L Texas the sum of *NY & IN ONE MILLION THIRTY TWO THOUSAND NINE HUNDRED FORTY SIX AND NO/100 ...................... � ($$1.032,946.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, � executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, �., WHEREAS, the Principal has entered into a certain contract with the City of Fort �th� ]�� . � performance of the following described public work and the construction of the following described public improvements: MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AND 2 � of same being referred to herein and in said contract as the Work and being designated as project P558- -, 070580410060 and said contract, including all of the specifications, conditions and written instruments referred to � therein 1s contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , � WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final � acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of � One (1) Year; and, �'" WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at 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 i[self, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. � 1 r � �" � � � e �" L.. � i�" ' NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon.for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dlted _�N 1 1 Z��Q ATTEST: � �� (Principal) Secretary (Seal) PRINCIPAL (4) - : ��`� ��0/r Witness as to Principal il�l��'� �� -� (Address) ATTEST: (Surety) Secretary ( S EAL) �-�� S� � Witne as to Surety P.O. Box 8700, Fort Worth, Texas 76124 TRI T� �H CONSTRUC ON, INC. BY: ' (�'Wl_ , � Title: � �.�7 , 1133 EAST LOOP 820 SOUTH FORT WORTH, TX 76112 (Address) VIGILANT INSURANCE COMPANY FEDERA INSURANCE COMPANY Sure � �"" BY: L?/Y�'iL��C�, � , ll (�.�C�,C�..c Tamara E. Murray�Attorney-in-fact) (5) � 15 Mountain View Road, Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. � F6 I�J Li; L�'JI '�� Chubb Surety POWER oF ATTORNEY Federal Insurance Company Attn.: Surety Department Vigilant Insurance Company 15 Mountain View Road Pacific Indemnity Company Warren, NJ 07059 Krww Aq by These Pres�xits, That FEDERAL INSURANCE COMPANY, an Indlana corporation, VIGiWYf INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNtTY COMPANY, a Wisconsin corporation, do each hereby constftute and appoint Kyle W. Swe eney, Charles D. Sweeney, Bobby E. Mayo and Tamara E. Murray of Fort Worth, Texas--------- each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to afibc their corporate seals to and deliver for and � on their behalf as surety thereon or otherwise, bonds and undertaldngs and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or afteration of any instrument referred to in said bonds or obligations. I�l I�l � I �J � I� � u I�l � J � � � L�J In Witness Whereof, said FEDERAL. INSURANCE COMPANIf, VIGILANT INSURANCE COMPANI(, and PACIFIC INDEMNI'TY COMPANY have each executed and attested these presents and affaed their corporate seals on this 15 th day o f Novem r, 199 9 .. / � / nneth C. Wendel, Assistant Secretary l � Fra E. Robe son, Vice PresicjEnt STATE OF NEW JERSEY 1 ! sa. County of Somerset On lhis 15 tYlday of November, 1999 , betore me, a Notary Public of New Jersey, personalty pme Kenneth C. Wendel, to me known to be Assisiant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, lhe companies which execuled the toregoing Power of Attomey, and the said Kenneth C. Wendel being by me duy swom, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affaed to the foregoing Power of Attomey are such corporate seals and were lhereto atfaed by authorily of the By-Lavvs of said Companies; and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authorily; and that he is acquainted with Frank E. Robertson, and Iviows him to be Vca President of said Companies; and thai the signature of Frank E. Robertson, subscribed to said Power ot Ariomey is in the genuine handwriting of Frank E. RobeAson, and was thereto subscribed by authority of said By-Laws and in deponenCs presence. Notarial Seal 8I`''r �,�,� 0'i'ARY � J�ANNE K. RUSSAK %�� yy F�iDtio. S1•'•,�, � New deroeY � LIC � No. Y2•ib��s � �`� �P�� V�o ��, Z�g� Notary Public � .._. CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANC COMPANY, and PACIFIC INDEMNITY COMPANY: 'All powers of attomey for and on behalf of the Company may and shall be executed in the name and on behait of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, u�der their respective designations. The signature oi such officers may be engraved, printed or Ifthographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only oi executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached ' I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGIIANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duty licer�sed and author¢ed to trar�sac� surety business in all 50 of the United States of America and the Distric;t of Cdumbia arxi are autha¢ed by the U. S. Treasury Departrrier�t; fu�her, Federal and Vgilant are licensed in Puerto Rico atxi the U. S. Yrgin Islands, and Federai is I'icensed in American Samoa, Guam, and each of the Provir�ces of Car�ada except Prince Ech�rard IsYarxi; and (iii) the foregoing Power of Attomey is true, correct and in full force and effect. Given under my hand and seais of said Companies at Warren, NJ this day of . � yV�NC�no � `a`�o�`� �`ayUR+Wc��o ; + 4 �� ti � O > * * � i2 W Y * �� tiS ! � �alAt4* �hSCON+`�� #�EW YOR�* � Kenneth C. Wendel, ssistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety�chubb.com 15-10-0225 (Ed, 4-99) CONSENT inl� ��xiirt�e�l� �r Liv�nuANC� 15 t55u�ll AS A MATTER OF INr'ORMATION ONLY & CONFERS NO RIGHTS � �UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE OF INSRUANCE NEITHER AFFIRMATIVELY NOR ��•• NEGATIVELY AMENDS, EXTEVDS OR ATLERS THE COVERAGES AFFORDED BY THE POLICIES LISTED HEREIN. CERTIFICATE OF 1NSURANCE CI C � L' I■I l! �I I �J L�J I�I I' a IiJ CI f �I �� I TO: CITY OF FORT WORTH, TEXAS � Date 1/6/00 1000 THOROCKMORTON ST., FT WORTH, TX 76102 NAME OF PROJECT: Main BR and Main 279 Drainage Area Sanitary Sewer System Rehab., Group 7, Contract 1, Part 3 Units 1& G PROJECT NUMBER: THIS IS TO CERTIFY THAT TRI-TECH CONSTRUCTION, INC. , 1133 E LOOP 820 S, FT WORTH, TX _ (Name and Address of Insured) 76112 is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter des�ribed, for the type of ir�urance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE �C�'orkers' Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Buildings or structures adjacent to excavations Damage to Uncierground Utilities Builder's Risk � Comprehensive ,�utomobile Liability Contractural Liability ** Other UMBRELLA � Policy No. � U�210n1415 CO210D1396. 4/30/99 CO210D1396 4/30/99 CO210D1396 4/30/99 CAP210D1384- 4/30/99 99� CO210D1396 4/30/99 � UB210D1415 4/30/99 Effective Expires 4/30/ 9g 4/30/ 00 4/30/ 00 � Limits of Liability $500,000./500,000./500,000. Bodily Inj ury: Ea. Occurrence: $1, 000, 000. Property Damage: COMBINED Ea. Occurrence: $ SINGLE LINIT Ea.Occurrence: $ 4/30/ pp Ea. O�currence: $1, 000, 000. CSL 4/30/pp Ea.Occurrence: $1,000,000. C: Bodily Injury: 4/30/00 Ea. Person $1,000,000. Ea. Occurrence $ COMBINED Property Damage: SINGLE Ea.Occurrence: $LIMIT Bodily Injury: 4/30/00 Ea.Occurrence �1,000,000. Property Damage: COMBINED Ea. Occurrence: $ SINGLE LIMIT 4/30/ 00 $ 4, 000, 000. BI & PD� � Locations covered: TEXAS Description of operations covered: SEE ABOVE PROJECT The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than��) days after the insured has received written notice of such change/or cancellation. TEN(10) TEN(10 Where applicable local laws or regulations require mQre than��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. Travelers Lloyds AgenCy THE SWEENEY COMPANY �*Travelers Indamnity of CT - • �Tiu�vycr�r� I��-� .,��,��—G� --- Fort Worth Agent P 0 BOX 8700 '� By ��Cr�-�c/l��(1 �� c� Address FT WORTH TX 76124-0700 Title AUTHORIZED REPRESENTATIVE 817-457-6700 , f� PART G-CONTRACT L�i THE STATE OF TEXAS § COUNTY OF TARRANT § � �AN � � z000 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 TRI- TECH CONSTRUCTION, INC.of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". ' � 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: MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, 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 Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are � made a part hereof and collectively and constitute the entire contract. � ' ' ' � � G1 ��] � L�J �� J � ■J 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 (Ownerl Party of the First p t . BY: ASST. City Manager CW TRI-TECH CONSTRUCTION, INC. 1133 EAST LOOP 820 SOUTH � FORT RTH, TX 76112 Contrac or ` � By: c `!l�.�. Title: /" /�, �--'`"'b J � APPROVED: I►, ��, � `I �..�a;:: , : ; . ♦ � A. Douglas Rademaker, P.E. Director ■J � ��'� Department of Engineering cw ATTEST: City Secretary (Seal) WITNESSES: �� Approved as to Fo and Legality: Gary Steinberger, Asst. City Attorney �' /%S��d Contract Authorfzation / ; /_/r �� . �_ ___ �s�� d J i ' � � � ' ' � � � � � � � � � � ' � � EASEMENT DOCUMENTS v Three copies (in 3-ring binders) of all the rights-of-entry, forms and all easements (temporary construction and perxnanent) obtained for this proj ect are available for examination at the Department of Engineering plans desk. Bidders shall be provided with copies of any right-of- entry or easements upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The responsive low bidder will be furnished with a copy of Appendix A after award of contract. Bidders shall not remove any of the three copies from the plans desk. m 1 r f Appendiz A-1 I �' � � � � � � � � � � � � � � i � i � APPENDIX B . State Revolving Fund (S'RF) Requi�ements 0 LJ � �' L u � ��1 �■J � � I■1 � '�� TWDB CONTRACT CONDITiONS PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. DEFINITION. The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to perform the functions of such Administrator, or the authorized representative thereof. ��lU_1�7_\'t►�I��`� The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANCE This provision applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that wi(I 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. � 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. � A1-1 LJ L�J �,II �'� � C � '!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 inciude 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. a In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal laws, including but not fimited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with o and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives � against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. � � L■J � �I L�J 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 worlc, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. I'�i�►� u Ir� L�J � I � � �•, 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 a�rmative 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 pos D applicants for employment, nondiscrimination clause. � ,� u t�J LJ � � u � L■1 �I U in conspicuous places, available to employees and notices to be provided setting forth the provisions of this (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 eacfi labor union or representative of workers with which he has a collective bargainin� agreement or other contract or understanding, a notice to be provided advising t�e said labor union or workers' representatives of the Contractor's commitments und�r this section, and shall post copies of the notice in conspicuous places available to, employees and applicants for employees. (4) The Contractor will comply �vith 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 s�q. (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 com�iance with suc� rules, regulations, and orders. (6) In the event of the Contractor'� noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regutations, or orders, this contract may be canceled, terminated, or susp �nded in whole or in part and the Contractor may be declared ineligible for furtf�er Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 19F5, and such other sanctions may be imposed and remedies invested as providec� in Executive Order 11246 of September 24, 1965, or A1-3 L�J L�! C�i CII C' ��1 L � i!1 I�� I� I� u � 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 parag�aph 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 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 Empioyment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Reqister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. � Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains � , the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. � L■1 �J A1-4 L�J � � � a a 0 0 0 0 �, a�� 0 a 0 0 a � 0 a D S.R.F. � 1. The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. 2. The Contractor shall submit along with the by-monthly payroll certification the attached form SRF-74, Certification By Contractor for Labor Standard Compliance. 0 l� lJ l'1 COIVTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF � �/�/� �if� � BE�ORE ME, c?P /.�� , a Notary Public duly commissioned �� and qualified in and for the County of �� ti, � in the State of Texas a n - - e came and appeared �CJa� .%�/�� , as represented by ��, - � � liJ l�l � O L�J L�J LiJ � u f,l U � LJ LJ ��z_�i' �, the corporation's ._/.=/� 4 r�� , who declares he/she is authorized to represent T-T�/J ��r� G,�� pursuant to provisions of a resolution adopted by said corporation on the /��`�-- ,�oo 0 day of ��, ,�8-- (a duly certified copy of such resolution is attached to and is hereby made a part of this document). ��r �Yj /��d�.�_ , as the representative of ,7 ; -, � � � ��„�� p � d cla s that '�i. , assures the Texas Water Development Board that �'� YYI� .0,� a- � % �- �-�P?- ��Tl-Pf.3 it will construct ��.•��'>...� '`�` �T ��`�roject at Texas, in '�. !4._% '� �i/�4V / accordance with sound construction practice, all laws o�' the State of Texas, and the rules of the Texas Water Development Board. GIVEN llNDER MY HAND and seal of office this /3 day of ��1 !� ; � �y .� � � � .�0 YCC �% 0 M �4 C�-' Printed Name My Commission expires �t ' 14 r�4d Y� --JOYCE WOMACKA ; ��°� � Notary F+ubllc " * � * STAI'� OF 'TEXAS -� y ..��..�_....�..�-.:�:.�.�.:�. �'4�oF'� My Comm. Exp. 04/10/2000 �,...........�........_...._...,...._. �� W.,. A3-1 � l�J� CI' l�. l�� C l! � � � � L■J � LJ � L�J u � � CON�RACTOR'S ACT OF ASSURANCE RESOLUTiON l�Cd r� ��c�vl Li Name / I hereby certify that it was RESOLVED by a quorum of the directors of the � / � r � — I �'- G f'L L--D � � �t� G T i O �� , --��t � , , Name of Corporation � meeting on the day of �r�n� A�-�i 13�, �':�Q��hat �rt�� h l�,/�� , be, and hereby is authorized to act on behalf of 1� �� — l c��i C� �a�7�r�i ��`i �4-� � Z� G� , Name of Corporation as its representative, in all business transactions conduct�d in the State of Texas, and; That all above resolution was unanimously ratifie;d by the Board of Directors at said mesting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this i 3�� day of ,)�� s o•�� ,'1�9 �9g (seal) ,.�� `U G Secretary A4-1 � . � � � � � � � � i � � � � i � � I � �� CE�2TIFiCATlON 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 ce�tify 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 City of Fort Worth, Texas �i�Aj�or A11d Caunc�l an�inun�cAt�an C DATE REFERENCE NUMBER LOG NAME PAGE 1/11/00 **C-17820 30LEE 1 of 3 SUBJECT AWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AN�D 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Tri-Tech Construction, Inc. in the amount of $1,032,946.00 for Mains BR and 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1) Part 3, Units 1 and 2. DISCUSSION: On August 12, 1997 (M&C C-16214), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Mains BR and 279 drainage areas. The project is part of the City's Integrated Wet Wearher 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 Unit 1 project consists primarily of the replacement of the following sanitary sewer laterals: • L-3503 Beginning from the intersection of the alley located on 21 st Street between Lee Avenue and Ross Avenue, northerly 1,200 feet to Ross Avenue; • L-725 Beginning from the 24th Street/Ross Avenue intersection, then westerly along Ross Avenue to Lee Avenue, northerly 350 feet; • L-720/L-722 Beginning from the intersection of the alley located on 22nd Street between Lee Avenue and Ross Avenue, westerly along 22nd Street to Prospect Avenue, then northerly 650 feet to 23rd Street, then westerly 200 feet and then northerly 650 feet to 24th Street; and • L-723 Beginning from a point located 200 feet south of the intersection of the alley located on 22nd Street between Prospect Avenue and Lee Avenue and northerly 1,450 feet to 24th Street. The project was advertised for bid October 14 and 21, 1999. On November 11, 1999, the following bids were received: Y ��'`-.,.v City of Fo�t Worth; Tea�as �il�A�or A11�: C,aunc�� an�n�un�cA�ian DATE REFERENCE NUMBER LOG NAME PAGE 1/11/00 **C-17820 30LEE �2 of 3 SUBJECT AWARD OF CONTRACT TO TRI-TECW CONSTRUCTION, 279 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNIT UNIT 1 BIDDER Tri-Tech Construction: Inc. Cleburne Utility Construction, Conatser Construction, Inc. B&H Utilities, Inc. Texas-Sterlipg Construction, Jackson Construction, Inc. Inc. Inc. AMOUNT $ 696.957.00 714, 640.50 715,029.00 766,116.00 767, 657.10 1,011,583.00 INC. FOR MAINS BR AND REHABILITATION AND S 1 AND 2 TIME OF COMPLETION 130 Calendar Days The Unit 2 project consists primarily of the replacement of the following sanitary sewer laterals: • L-647 • L-729 • L-758 • L-760 • L-7666 Beginning from the alley located on 15th Street between Prospect Avenue and Clinton Avenue, northerly 500 feet to 16th Street. Beginning from the alley located on 22nd Street between Pearl Avenue and Market Avenue, northerly 550 feet to 23rd Street. Beginning from the alley located on 21 st Street between Pearl Avenue and Market Avenue, northerly 550 feet to 22nd Street. Beginning from the alley located on 21 st Street between Chestnut Avenue and Pearl Avenue, northerly 1,200 feet to 23rd Street. Beginning from the alley located on 24th Street between McKinley Avenue Roosevelt Avenue, northerly 650 feet to 25th Street. The project was advertised for bid October 14 and 21, 1999. On November 11, 1999, the following bids were received: UNIT 2: BIDDER Tri-Tech Construction. Inc. M.E. Burns Construction, Inc. Conatser Construction, Inc. Cleburne Utility Construction, Inc. Whizcon Utility, Inc. , � B&H Utilities, Inc. Burleson Utilities, Inc. Texas-Sterling Construction, Inc. Jackson Construction, Inc. AMOUNT $335.989.00 447,450.75 452, 962.50 457,421.25 468,459.00 474,886.00 482,105.70 498,196.80 590,070.75 TIME OF COMPLETION 110 Calendar days � Re City of Fort Worth, Texas �I�A�ar A11d C,aunc�il co1r11�1u�t1cAt1o11 DATE REFERENCE NUMBER LOG NAME PAGE 1/11/00 � **C-1�78�0"� �' � 30LEE 3 of 3 SUBJECT AWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 3, UNITS 1 AND 2 The proposed improvements consist of the replacement of approximately 6,200 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62A, E, F, J and K. Since Tri-Tech Construction, Inc. is the lov�r bidder on both units, construction of both units will begin simultaneously and the contractor shall be allowed a total of 130 calendar days to complete construction of both units as stipulated in the project contract documents. In addition to the contract cost, $73,OG0.00 (Unit 1: $49,000.00 and Unit 2: $24,000.00) is required for inspection and survey and $42,000.00 (Unit 1: $25,000.00 and Unit 2: $17,000.00) is required for project contingencies. �k Tri-Tech Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 13% M/WBE participation on Unit 1 and 12% M/WBE participation on Unit 2, and documenting good faith effort. Tri-Tech Construction, Inc. has identified several subcontracting and supplier opportunities� on the above listed projects. The M/WBE's cpntacted in the areas identified either did not respond or;did not submit the lowest bids. The City's goal on this project is 16°/a for Unit 1 and 15% for Unit 2. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds ar�e available in the current capital budget, as appropriated, 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: I FUND I ACCOUNT � (to) � 6140 I G157 CENTER I AMOUNT CITY SECRETARY APPROVED CITY COUN�1�. ,.IU�Idi � t' ?A6(7' A. Douglas Rademaker 6157 � I (from) PE42 PE42 � 541200 541200 070420417670 $696,957.00 070420417680 $335,989.00 �vY�� Ciq` SacretarF �� h" ., �itp ai �6axtV�d�•r?�r. '•., ;I