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025077 - Construction-Related - Contract - J&R Fish Construction, Inc.
1 1 1 1 a 0 0 0 0 I I I I I $CRETARY «1 " # 1 5 SPECIFICATIONS DO.E. FILE AND CITY SECRETARY "!TRACTOR'S BONDING CO. CONTRACT DOCUMENTS CONSTRUCUON'S COPY FOR C }ENT DEPARTMEP MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6, UNITS i, 2 & 3 PROPS46-070460410280 . . . NO. 2054 �N KENNETH L. BARR MAYOR IN THE CITY OF FORT WORTH, TEXAS 1999 BOB TERRELL CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING r' PREPARED FOR 'C�j �j REc©i 1 DEPARTMENT OF ENGINEERING - CITY OF FORT WORTH CT �M„R�vJU PREPARED BY II Ve I7Jl'1:�iW ti�We A.N.A. CONSULTANTS, L.L.C. 1701 RIVER RUN, SUITE 610 FORT WORTH, TEXAS -76107 A.N.A. NO. 970460 s•► p T • •M....N....y.:.orw.a wl MIC+iAEL J. 8UC?�L �'"ii' CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 to the Specifications & Contract Documents El For Main 390 Drainage Area Sanitary Sewer System Rehabilitation & Improvements (Group 6, Contact 1), Part 6, Units 1, 2 & 3 Sewer Project No. PS46-070460410280 Unit 1 D.O.E. No. 1826 Unit 2 D.O.E. No. 2054 Unit 3 D.O.E. No. 2055 OBid submittal Due Date: April 29, 1999 Addendum No. I Issued: April 8, 1999 El Prospective Bidders are hereby notified of the following revisions: 1. In the Proposal, Unit 1, D.O.E. No. 1826 Page B 1-6 Revise Pay Item No. 30 to read; 350 L.F. Sodding; per Linear Foot - 2. Bidders are hereby advised to replace all references to Fig. B, Case 3 with Fig. B as depicted in the attached Detail Labeled Fig. B. 3. Bidders are hereby advised to replace in "Part D — Special Conditions", page SC -21, Item D-49 titled "Trench Excavation, Backfill and Compaction" with the attached revised spec titled as same. I This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced Project and modicies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided below (2) Part B — Bid Proposal, Page B 1-6 (3) Indicate in upper case letters on the outside of your sealed bid envelop: "RECE_TVED & ACKNOWLEDGED ADDENDUM NO. 1" J Failure to acknowledge the receipt of this Addendum No. I could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. ADDENDUM NO. I ACKNOWLEDGEMENT: By: A. Douglas Radetnaker. P.E. Title: Y Director. Dept. of Engineers _ ] ____________________________ Address: J— l_ By:_ ____ c Telephone: 3� -- / ) SG y ( Rick Trice. P.E. 1 Manager. Consulting Services I :EXCAVATIDN, BACKFILL AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN. 2' HOT OR COLD MIX ASPHALT EXIST. STREET PAVEMENT TEMPORARY PAVING REPAIR SHOWN - FOR PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 OR AS SPECIFIED IN THE PLANS OR SPECIFICATIONS. 0 0 0 0 0 0 0 0 0 0_0 0 0 0 0 0 0 0 0 0_0 0 o a o a_o e ` : .• /FLEX -BA E MAT %� /%�/%// . . : :4\ BOTTOM OF TEMPORARY OR / •• PERMANENT PAVEMENT REPAIR EXIST. BASE A SAND MATERIAL EMBEDMENT SEE SPEC. E1-2 1) SEWER - MINIMUM 12'-. SAND EMBEDMENT COVER 2) WATER - MINIMUM 6' SAND EMBEDMENT COVER MINIMUM 6' EMBEDMENT )KTYPE C BACKFILL SEE SPEC. E1=2 1'-c' MAXIMUM CRUSHED STONE SEE SPEC. E1-3 * INCLUDED IN LINEAR FOOT BID PRICE OF FIFE 0 FIGURE (SEWER: ALL U (WATER SIZES 16" NTS B SIZES) & LARDER) REV: MARCH 25, 1999 0 • D=49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications, except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the -design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights -of -way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with •the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. fl Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing fl laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in_existing paved streets shall be in accordance with Figure(s) A, B, C or D. Sand material specified in Figure(s) A -D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained 11 #4 0-5 #16 v -Z0 #50 0-50 U #100 60-95 #200 90-100 (P.I. = 8 or less) 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (ASTM D698) by means of tamping only. In In JI I Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of methods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches in 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 0 material to meet the standards will be at the expense of the Contractor and will be billed at the commerical 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 fl 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 Q allowed for exposing the backfill layer to be tested or providing trench safety system for test conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor cost of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. ci 0 hi u 0 0 0 0 0 0 0 0 0 Ii TABLE OF CONTENTS 0 0 PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS PART B UNIT 1 MINORITY / WOMEN BUSINESS ENTERPRISE SPECIFICATIONS PROPOSAL UNIT 2 MINORITY / WOMEN BUSINESS ENTERPRISE SPECIFICATIONS PROPOSAL UNIT 3 MINORITY / WOMEN BUSINESS ENTERPRISE SPECIFICATIONS PROPOSAL PART C GENERAL CONDITIONS PART D SPECIAL CONDITIONS PART DA ADDITIONAL SPECIAL CONDITIONS PART E MATERIAL SPECIFICATIONS TECHNICAL SPECIFICATION FOR MANHOLE JOINT SEALING PART F SRF FUND DOCUMENTS CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS VENDOR COMPLIANCE TO STATE LAW PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND PART G CONTRACT APPENDICES APPENDIX A - DETAILS APPENDIX B - EASEMENT DOCUMENTS APPENDIX C - GEOTECHNICAL REPORT 0 0 NOTICE TO BIDDERS It Ii 0 0 0 0 Ill 0 0 0 0 fl 0 II Sealed Proposals for the following: FOR: MAIN 390 DRAINAGE AREA SANITARY SEWER REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6 PROJECT NO. PS46-070460410280 UNIT 1 12 EA. Manholes (D.O.E. NO. 1826) 65 L.F. 8" DIP, other than Open Cut 550 L.F. 8" DIP, Open Cut 2275 L.F. 8" Sewer, Open Cut UNIT 2 4 EA. Manholes (D.O.E. NO. 1954) 1450 L.F. 6" to 8" Pipe Enlargement UNIT 3 18 EA. Manholes (D.O.E. NO. 2055) 400 L.F. Rehabilitation by CIPP or FAFP 550 L.F. 8" DIP other than Open Cut 2650 L.F. 8" Sewer, Open Cut 70 L.F. 8" DIP, Open Cut Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing office until 1:30 P.M., Thursday, April 29, 1999 and then publicly opened and read aloud at 2:00 P.M., in the Council Chambers. Plans, specifications and contract documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of $50.00. These documents contain additional information for prospective bidders. For additional information, please contact Mike Domenech, Project Manager at (817) 332-5474 ext. 22 or Michael Buckley, P.E. at (817) 335-9900, ext. 12. Advertising Dates: April 1. 1999 April 8. 1999 a NB -1 0 0 0 0 0 a 0 COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the following : FOR: MAIN 390 DRAINAGE AREA SANITARY SEWER REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6 PROJECT NO. PS46-070460410280 UNIT 1 (D.O.E. NO. 1826) UNIT 2 (D.O.E. NO. 2054) UNIT 3 (D.O.E. NO. 2055) Addressed to Mr. Bob. Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., April 29, 1999 and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Building 1000 Throckmorton Street, Fort Worth, Texas. A fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00) for each set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159 of "Vernon's Annotated Civil Statutes" of the State fl of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by U City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. A pre -bid conference will not be held. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. 0 The major work on the above project shall consist of the following : UNIT 1 (D.O.E. NO. 1826) 12 65 EA. L.F. Manholes 8" DIP, other than Open Cut 550 L.F. 8" DIP, Open Cut 2275 L.F. 8" Sewer, Open Cut EliUNIT 2 4 EA. Manholes (D.O.E. NO. 1954) 1450 L.F. 6" to 8" Pipe Enlargement ci UNIT 3 18 EA. Manholes (D.O.E. NO. 2055) 400 L.F. Rehabilitation by CIPP or FAFP 550 L.F. 8" DIP other than Open Cut 2650 L.F. 8" Sewer, Open Cut 70 L.F. 8" DIP, Open Cut 0 0 I I Included in the above will be all other items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate, detach, or remove any portion, segment, or sheets from the contract document at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non -responsive. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Contractor shall not be allowed to begin construction until all utilities are clear. 0 CNB-1 SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The proposal sections Dare provided as three (3) individual proposals with three (3) individual M/WBE specifications and are arranged in units to allow prospective bidders to submit bids on one or two or all three 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 all units, a single set of contract documents consisting of all units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Construction time on all units will run concurrently. For situations involving approved contracts with multiple flunits, the total allowable construction completion time period for all the units shall be the same as the unit with u the longest construction time period. Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employeees are, or will be, a party to this Notice to Bidders or any resulting contract. The contract or contracts are subject to regulations contained in 31 TAC, Chapter 363, in effect on the date this contract is executed. In accordance with the City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of MBE and WBE in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be received by the contracting department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. For additional information concerning this project, please contact Mr. Mike Domenech, Project Manager at (817) 332-5474 ext. 22 or Michael Buckley, P.E. at (817) 335-9900, ext. 12. 0 0 0 I 0 0 0 I BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY DEPARTMENT OF ENGINEERING ADVERTISING DATES: A. DOUGLAS RADEMAKER, P.E, DIRECTOR April 1. 1999 April 8. 1999 By ick L. P.E., Mana e on Itant ServicesAdvertising Dates: 0 CNB-2 0 SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMENT) 0 El 0 0 0 C 0 0 0 u 0 0 C 0 1. PREQUALIFICATION REQUIREMENT: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. (b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. (c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. (d) Bids received in excess of the bid limit shall be considered non -responsive and will be rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. (f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. (g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any prequalification. 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5 %) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety on the bond; (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one -tenth (1/10) the total capital and surplus. 3. BONDS: A performance bond, a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. • 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas and as set forth in the contract documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 0 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 0 SIB -1 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the State in which the nonresident's principal place of business is located. Ufl 'Nonresident bidder" means a bidder whose principal place of business is not in the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. aThis provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the fl bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify U that bidder. 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ('Policy") of the Executive Branch of the Federal Government, a Contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, aretirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not 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 a of Contractor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicable Federal, State and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 11923 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. In order for a bid to be considered responsive the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non -responsive. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME a CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the a managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. D SIB -2 Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. oRevised 9/24/97 0 C 0 0 0 III 0 is In I 0 0 I D SIB -3 ri PART B UNIT I fl MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL a UNIT 2 MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL LI UNIT 3 MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS PROPOSAL ElBID SUMMARY I NOTE ElM/WBE goals are different for Units 1,2 & 3. Individual M/WBE documentation must be completed with the proposal for each unit. a 0 0 0 0 it 0 n 0 0 0 U. ATTACHMENT IA Page 1 of 2 D.EPLSF art Worth Minority and' Business Enterprise Specifications •N ri 3"2 '—;-- 5' PRIME COMPANY NAME BID DATE n.� 3 el ssILs p PS V- o'o y -o aPROJECT NAME � irwe� / PROJECT NUMBER I r I C 0 0 I I I 0 I I •: lddre : nd to h ne:: ......W......... :.: -r 4 ?:: :: a C; :::::c2:r•::::i.;S:-.-:r>r :.:::::'t:"' r::ri::::S ::v: :1N i'<;; 'r:.;:.:: <.." -: -.:;2 >:;':r;:i?y; .':.: —:.., .• • (ry Acceptable certifying agencies, please specify: (NCTRCA) North Central Texas Regional Certification Agency (TXDOT) Texas Department of Transportation (Highway Division) () Only first and second tier acceptable MIWBEs must be located In the 9 (nine) county marketplace or currently doing business in the marketplace at time of bid. - THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 pm, FIVE (5) CITY BUSINESS aDAYS AFTER BID OPENING Rev. 7116196 it a I I 0 11 J I I III 0 ii I El 0 I I 0 ATTACHMENT IA Page 2 of 2 City of Fort Worth Minority and Women Business Enterprise Specifications �:�:....... m :.: str�i........ m :Con � a tact a e :: B >:M i=...r.:.. ;:Cet f5s� : Address, and Telephone No ��.�:�. _:A en Agency :.a�.::.::.::::.�::::.se� r,�::::�Yok���F:��fv::;; ::'fie M Amount .....aIYBE::::: . The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, Including MBE (s) and/or WBE(s) arrangements submitted with this.bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will sustantlate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of tyhe City. -Any willful misrepresentation will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for Intlating action under Federal, State or Local laws concerning false statements. MBEs a d WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD Signature Company Name Date it Rev. 7116196 0 I I I I 0 Li 7 I I 0 0 EJ I 0 I I I PROPOSAL TO: MR. BOB TERRELL City Manager Fort Worth, Texas Fort Worth, Texas January 1999 FOR: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6 UNIT 2 - SANITARY SEWER REHABILITATION AND IMPROVEMENTS D.O.E. NO. 2054 SEWER PROJECT NO. PS46-070460410280 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications and the site, understand the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. The Contractor must be pre -qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council, the bidder is bond to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only, and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated for the following sums, to wit: Following are the bid items required for the replacement of the sanitary sewer mains in the M-390 Drainage Area. (Furnish and install, including all appurtenant work, complete in place, the following items.) PAY ITEM APPROXIMATE QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE AMOUNT BID UNIT 2-D.O.E. NO. 2054: 1. 1450 L.F. *" 6 -Inch to 8 -Inch Pipe Enlargement Method ; per Linear Foot o� v I (O Dollars & Cents $ $ 2. 75 L.F. Sag Adjustment for Pipe Enlargement Method; per Linear Foot Cif 4 o� yam° Dollars & Cents $ $ 0 "* Contractor must complete City approved method form on Page B2-5. B2-1 n dl 0 11 0 0 II ii 11 N n 11 u 0 n II 11 u PAY ITEM APPROXIMATE QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE AMOUNT BID 3. 12 EA 4 -Inch Sanitary Sewer Service Tap; per Each Dollars & Cents $ $ 4. 120 L.F. *4 -Inch PVC Sanitary Sewer Service Line; per Linear Foot Dollars & $ $ Cents 5. 2 EA Removal of Existing Sanitary Sewer Manhole; per Each Dollars & Cents $ $ 6. 4 EA Construct Standard 4' Diameter Manhole, depth (0'-6'); per Each C10 Dollars & Cents $ $ 7. 4 V.F. Extra Depth for Standard 4' Diameter Manhole Exceeding 6'; per Vertical Foot ('C �/ Dollars & Cents $ $ 8. 4 EA Watertight Manhole Inserts; per Each Dollars & Cents $ $ * Contractor must complete City approved product form on Page B2-6. B2-2 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 4 EA Concrete Collars per Fig. 121; per Each Dollars & Cents 4 EA Vacuum Test Manhole, per Each Dollars & Cents $ 1440 L.F. Pre -Construction Cleaning and Television Inspection; per Linear Foot Dollars & $ Cents 1440 L.F. I Post -Construction Television Inspection; per Linear Foot Dollars & Cents 35 L.F. Asphalt Pavement Repair in Parking Areas; per Linear Foot • Dollars & Cents $ 100 L.F. Permanent Asphalt Pavement Repair per Fig. 2; per Linear Foot Dollars & Cents B2-3 i • Y� 0 0 a El 0 0 r £ 0 0 0 0 0 0 I 0 0 PAY ITEM APPROXIMATE QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE AMOUNT BID 15. 75 L.F. Replace Concrete Sidewalks; per Linear Foot Dollars & $ $ Cents 16. 1 EA Cut and Plug Abandoned Existing Sanitary Sewer Pipes, various sizes and depths; per Each 3&t5 3ex Dollars & Cents $ $ 17. 100 L.F. Trench Safety for Depths Greater than 5'; per Linear Foot ' Dollars & Cents $ $ TOTAL FOR UNIT 2 Transfer Total to Page B4 - Summary of Bids $ / (2Q2 Q� 0 62-4 CITY APPROVED PRODUCT & APPROVED METHOD FOR *&** & ** *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STAND RD SPEC. NO. SIZE E1-31 4" thru 30" E1-25 4" thru 15" E1-27 4" thru 15" EI-28 18" thru 27" E100-2 18" thru 48" Consult the "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and Manufacturer for the pipes listed above. ** CONTRACTO SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED AND PROVIDE NAME OF CONTRACT FOR INSTALLATION: PIM Method Name of Subcontractor if Applicable T.R.S. System Name of Subcontractor if Applicable McConnell Method Name of Subcontractor if Applicable Expanded System 0 I I IIIC vi vUI Vnua(wr it MppliGSDle Failure to provide the information required above may result in rejection of bid as non -responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as ci non -responsive. 0 Eli 62-5 0 PART B - PROPOSAL (Cont'd.) 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 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understand all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assured that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 80 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. The work order will be issued no later than 90 days after the award of contract. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of fl 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 nor required to underbid resident bidders. (7 The principal place of business of our company or our parent company or majority owner is in the State of Texas. DReceipt is acknowledged of the following addenda: Addendum No. 1 (SEAL) If Bidder is Corporation Addendum No. 2 Addendum No. 3 Respectfully submitted, a By: 3o3�'` � 5 - Title: ______('�S p7 Address: l,.�aGlS�6- i� 4A- /''lam 0 0 Eli B2-6 PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS Cl-1 DEFINITIONS C1-1.1 C1-1.2 Definition of Terms C1-1 (1) C1-1.3 C1-1.4 Contract Documents Notice to Bidders Proposal Cl-1 Cl-1 (1) (2) Cl-1.5 Bidder C1-i (2) C1-1.6 C1-1.7 General Conditions Special C -1 Cl-i (2) (2) Conditions Cl-1.8 Specifications Cl-1 (2) C1-1.9 Bond Cl-i (2) Cl-1.10 Contract Cl-1 (2) I Cl-1.11 Plans Cl-i (3) Cl-1.12 City Cl-i (3) Cl-1.13 City Council Cl-i (3) I Cl-1.14 Mayor Cl-1 (3) Cl-1.15 City Manager Cl-1 (3) Cl-1.16 City Attorney Cl-1 (3) C1-1.17 Director of Public Works Cl-i Cl-1 (3) Cl-1.18 Director, City Water Department Cl-1 (4) (4) Cl-1.19 Engineer Cl-1.20 Contractor C1 -1 (4) Q Cl-1.21 Sureties Cl-1 (4) C1-1.22 The Work or Project Cl-1 Cl-1 (4) (4) Cl-1.23 Working Day C1-1.24 Calendar Day Cl-1 (4) C1-1.25 Legal Holiday. Cl-1 (4) C1-1.26 Abbreviations Cl-1 (4) C1-1.27 Change Order Cl-1 (5) Cl-1.28 Paved Streets and Alleys Cl-1 Cl-i (6) (6) Cl-1.29 Cl-1.30 Unpaved Streets. and Alleys City Streets Cl-1 (6) e Cl-1.31 Roadway Cl-i (6) Cl-1.32 Gravel Street Cl-1 (6) Cl-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL I C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2 C2-2 (1) (1) C2-2.3 Examination of Contract 'Documents -and Site Q C2-2.4 Submitting of Proposal- C2-2 (2) C2-2.5 Rejection of Proposals C2-2 C2-2 (3) (3) C2-2.6 Bid Security C2-2 (3) I (1) r" J C2-2.7 Delivery of Proposal ii C2-2.8 Withdrawing Proposals C2-2 (4) (� C2-2.9 C2-2.10 Telegraphic Modification of Proposals Public C2-2 2-2 (4) (1 (4) C2-2.11 Opening of Proposal Irregular Proposals CC C2-2 (4) C2-2.12 Disqualification of Bidders C2-2 (4) C2-2 (5) C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 C5-5 C5-5.1 C5-5.2 C5-5.3 C5-5.4 C5-5.5 C5-5.6 C5-5.7 C5-5.8 C5-5.9 C5-5.10 C5-5.11 C5-5.12 C5-5.13 C5-5.14 C5-5.15 C5-5.16 C5-5.17 C5-5.18 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 Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WORK . Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Rem C3-3 (1) 0 C3-3 (1) C3-3 (1) C3-3- (2) C3-3 (2) C3-3 (2) C3-3 (2) C3-3 (4) C3-3 (4) C3-3 (4) C3-3 (4) C3-3 (7) C3-3 (7) C3-3 (7) C3-3 (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 C5-5 C5-5 C5-5 C5-5 C5-5 _C5-5 C5-5 C5-5 CS -5 oval of Defective and Unauthorized Substitute Materials -Equipment - Work C5-5 or Samples and Tests of Materials C5-5 Storage of Materials CS -5 Existing Structures and Utilities CS -5 Interruption of Service CS -5 Mutual Responsibility of Contractors Cleanup CS -5 C5-5 Final Inspection C5-5 C5-5 (4) (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) []I 0 L I (2) I 0 0 ri L p LJ I I I I C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7. 6 C7-7. 7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 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 Ec :_pment 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 MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices 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 (1) C7-7 (1) C7-7 (1) C7-7 (2) C7-7 (2) C7-7 (3) C7-7 (4) C7-7 (4) C7-7 (4) C7-7 (5) C7-7 (6) C7-7 (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) C8-8 (1) I (3) LI C8-8.3 Lump Sum C8-8.4 C8-8.5 Scope of Payment C8-8 (1) C8-8.6 Partial Estimates and Retainage Withholding Payment C8-8 C8-8 (1) (2) C8-8.7 C8-8.8 Final Acceptance C8-8 (3) C8-8.9 Final Payment Adquacy of Design C8-8 C8-8 (3) (3) C8-8.10 C8-8.11 General Guaranty C8-8 (4) C8-8.12 Subsidiary Work Miscellaneous Placement C8-8 C8-8 (4) (5) C8-8.13 of Material Record Documents C8-8 (5) C8-8 (5) (4) U PART C - GENERAL CONDITIONS Cl-]. DEFINITIONS SECTION Cl-1 DEFINITIONS Cl-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: Cl-1.2 CONTRACT DOCUMENTS: The Contract Documents the written and drawn documents, such as specif cations, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. Ia. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE TO BIDDERS (Sample) ) White PART B - PROPOSAL (Sample)p White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El -White E2 -Golden Rod PERMITS/EASEMENTS E2A-White Blue PART F - BONDS (Sample) White PART G - CONTRACT (Sample) White ®■ b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A - NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS I PART G - CONTRACT PART H - PLANS (Usually bound separately) I Cl-1 (1) 0 u 0 Cl-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, Proposal, which becomes binding upon theidderswhen -it titutes the officially received by the Owner., has been publicly opened and read and not rejected by the Owner. Cl-1.5 BIDDER: Any. person, persons, firm company, association, corporation, acting directly aor nthrough a duly authorized representative, submitting roposal fo performing the work contemplated under the Contract Documents, constitutes a bidder. Cl-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it 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 services in order to render a completed and useful project. -Whenever reference is made to standard. specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. Cl-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) Til [] 0 LIT ii I 1 I faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) ' b. Payment Bond.(see C. Maintenance Bond (see paragraph C3-3.7) d. paragraph C3-3.7) Proposal or Bid Security (see Special Instructions Ito Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting to be completed under the Contract Documentss about the project Cl-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and Position of the various elements of the project, including such profiles, , typical cross -sections, layout diagrams, working drawings, reliminary drawings and such supplemental drawings as the Owner D may issue to clarify other drawings or for the changes in the work hereinafter authorized purpose wf showing .e plans are usually bound separately from othery parts Owner. The Contract Documents, but they are a Aartsthe Documents just as though they were bound thereion • t h e Contract Cl-1.12 CITY: The City of Fort Worth, Texas corporation, authorized and chartered under the TexasStateStatutes, acting by and through its governing Manger, each of which .is required body or its City specific duties. q by charter to perform Contracts involving the City loft�� _rt Worth isf enforcement of vested in the City Manager. The terms City by Charter synonymous. and Owner are C1-1.13 CITY COUNCIL: The duly governing body of they of Fort Worth, Texas,and qualified pCl-1.14 MAYOR: The officially elected Maor, or in . absence, the Mayor Pro tern of the City of Fort Worth, Texas. his Cl-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. IC1-1.16 CITY ATTORNEY: The officially appointed of the City PP nted City Attorney of Fort Worth, Texas, or his duly authorized representative. 1 0 Cl-1 (3) 0 EL C C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: Director of the City Water Department of the duly appointed Worth, Texas, or his duly authorized representatCity of ive, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works of the Fort Worth City Water De . the Director authorized assistants, agents Partment, or their duly n superintendents, acting within the scope of the pa torticucu or palar duties entrusted to them. C1-1.20 CONTRACTOR: The company, firm, association,- contract with the Owner fo r [I] 0 Lii G' 0 bodies which are bound by for the Contractor. The responsible for the entire e Contract and for any and fl the Contract Documents and C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not El 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 the Contractor permit the performance of the of work for a period of not less than seven (7 Principal unit of 7:00 a.m. and 6:00 p.m., with exceptions hours between El paragraph C7-7.6. permitted in C1-1.24 CALENDAR DAYS: A calendar day is any day of the or month, no days being excepted. _ week LI C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: LII Cl-1 (4) 1 3 1 1. New Year's Day January 1 2. M. L. King, Jr. Birthday. Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November ri 7. Thanksgiving Friday Fourth Friday in November IF 8. Christmas Day December 25 9. Such other days in lieu of holidays as the City Council may determine, • When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday fl 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. u i I I No Cl-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD State Highway Transportation Officials ASCE - AmericanSociety 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. - Asphalt Ave. Blvd. e CI CL GI Lin. lb. MH Max. I Avenue Boulevard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum 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 Cl-1 (5) 0 0 Ll forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued- in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, 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 requited for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner, other than that contained in the Contract Documents and officially. promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions -actually_encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the 0 [Ii ii [ii Ef, J C2-2(2) 1 1 Owner nor the Engineer guarantee that the data shown is U representative of conditions which actually exist. 0 fl 0 L!!i 0 I I I I,] U fl C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association partnership, the name and address of each member must be given, and the proposal must be signed by firm, association, or partnership, orby a member rs of duly authorized. If a proposal is submittedby a person Buompany oy corporation, the company or corporate flame yand c 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 PROPOSA:.3: Proposals may be rejected they show any alteration of ords c� fi ures 3 if called for, conditional o: unca__ed for alternateionbids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered 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 wner as evidence of good faith on the part of the Bidder,e and by way of a guaranty that if awarded the contract, within the required time execute a formal contract and furnish the required performance and other bonds. The the three lowest bidders will be retained until the co tract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2(3) C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a --proposal was dispatched will not be considered. The Bidder 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 be addressed to the City Manager, City Hall, FortWorth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time opening proposals. A-request'for non-considerationtofoa 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. O2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by 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-considerationRequest" 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." ll which have been opened and read will remain on file with sthe Owner until the contract has been awarded Bidders or their authorized representatives areinvitedto be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions erations of form, additions, or conditions not called forltunauthorized alternate bids, or irregularities of any kind. However, the u I� [$1 C2-2(4) u 1 Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of j the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. U C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified but not and their proposals not considered for any of, limited to, the following reason: a. Reasons for believing that collusion exists bidders. among 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, g. and such inquiries as the Owner may see fit to make. 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 p the bidder has available for.use on the project. The Bid Engineer, Proposal of a bidder who, in the judgment of the is disqualified herein, shall under the requirements stated be set aside and not opened. I J PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS 1 SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. u 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 I proceed with the work in any manner as maybe considered for the best interest of the Owner. I 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 3usiness'Enterprise (MBE) and or a a Woman -owned Business: Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WEE. Any material misrepresentation of any I 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; Ifurther, 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 comply with Current City Ordinance minatioshall o in employment practices. Prohibiting discrimn u C3-3 (1) 0 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 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. All 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 disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the--foil-owing 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) 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, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 516Q,.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 Documen_. shall be furnished by the. Contractor. No sureties will be accepted by the Owner which are at the fl 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 fl 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 amountshownon the Treasury list for that company.- Each bond shall be properly 0 executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory Q at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a a C3-3 (3) a ii LI new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate 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 i attested by the City Secretary, approved as to legality by the City Attorney, and executed for the either the Mayor or City Manager. t has been form and Owner by C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. . The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor.shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work --Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub -contractors' 0 ri 0 0 Lii 0 F�� 0 0 C3-3 (4) 11 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-contractorsit is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. I I 1 U e H I 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 Damages 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 s= Karate Policies or by additional endorseient to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of sub -contractors). - 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (-if excavations are to be performed adjacent to same) . 4. Damage to underground utilities for $500,000. C3-3 (5) 5• Builder's risk (where above -ground structures are involved). 6• Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,0,00- for injuries including accidental death to any one person and subject to the (� L1 same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above provide adequate Paragraphs shall q protection for the Contractor and his sub -contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. I f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub -contractor, should the Prime Contractor's insurance not cover the sub -contractor's work operations. g• LOCAL AGENT FOR INSURANCE AND BONDING: The I insurance an.d bonding companies with whom the Contractor's insurance and performance, payment, maintenance andallsuch other bonds are written shall be represented by an agent or agents having an office located within the city limits of the El C3-3 (6) 11 a fla 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 fl 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 flQ 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. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. aC3-3.13 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 a 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 fur::shed the Contractor, by Q the Owner; however, posting and prote::ion 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 de O 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 fl a 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 fl performance of the Contract. This local authority shall be made responsible to act for 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 a C3-3 (7) 11 it HI matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract.are complete. Should the Contractor's principal base of operations be other than in the Fort Worth -Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. - Should the Contractor's local representative fail to perform to the satisfaction of Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to •the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. El 1 1�� C3-3 (8) [1 PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of 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 ii special work as may be considered by the Owner as necessary to LI 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 U 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 wr-=ten therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed LI or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the _U 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 IJ 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 8 entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as I 0 C4-4 (1) II waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the gor Contract Documents or of quantities for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun "Change a Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance,--bonds;--and- social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10% of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment -owned by him and used for the extra work. .The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and '(4) above. The Contractor shall keep accurate cost records on the form and in the method 1 C4-4 (2) I t suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. fl No "Change Order" shall become effecive 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. n L.1 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 Li 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). E7 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 ais 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 ;sans 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 final 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 OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. The 0 11 C4-4 (3) shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue lineprintsshall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner -for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall -be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project _completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. b. The construction process Shallbedivided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. - 0 0 C4-4 (4) c. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be construction schedule. shown o n t h e e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used f.or 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 Ii 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 construction schedule shall indicate the folio,..ng procurements, construction and preacceptance acti pies and events in their logical sequence for equipment and materials. r1. Preparation and transmittal of submittals. 2. Submittal review periods. 3. Shop fabrication and delivery. e4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. g I 7. Owner's operator instruction (if. applicable). 8. Final inspection. 1 C4-4 (5) 9. Operational testing. 10. Final inspection.. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. 0 [I 11 I I C4-4 (6) I I I LI 0 I I I e L! e I Ii I I PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction,interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The 07:-,er shall have executive authority to enforce and make executive such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy.' C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross -sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. L!i C5-5 (1) substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written. approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless, otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and_ the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete._ Should the source of supply change, new tests shall be made prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the 0 LJ L` l n 0 C5-5 (6) ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. u [ii 0 U U v 0 I C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract 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 -o protect all existing utilities, structures and servi_a lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at le-ast 24 hours in advance, shall - be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. . I C5-5 (7) E$1 L,J a 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in LI your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. �J Thank you, contractor Address Phone b. Emergency: In the event that an unforeseen service interruption occurs, notice shall -be as above,bt immediate. above,but C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub -contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub -contractor by agreement or arbitration. If such other Contractor or sub -contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any claim. such C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials I accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with daily a routine established to the the satisfaction of the Engineer. Twenty -fours fours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the C5-5 (8) ' I 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, Li 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 11 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 11 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 ii 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 U 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 e of notification of the Engineer and the date of final inspection of the work. 0 C5-5 (9) El H I ii I I I u E n L I PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority -for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal, agreement with the patentee or owner of such pat`::t, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade -marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or. process, or any trade -mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after -completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. m C6-6 (1) n advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the.Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall, not be resumed until the cause of the complaint has been addressed. n Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights -of -way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights -of -way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before_ work_ beginsin the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The'Contractor will not be allowed to store equipment or material on private property unless and until the. specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part.of the project construction operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) o J I I 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 fl lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of Iowners 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 as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method, or execution of the work, or at any time due'todefective work, material, or equipment. When and where any direct or indirect or inju ry is done to public or private property on account of any act, omission, I neglect, or misconduct in the execution of the work, or in consequence of the non -execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or• otherwise replacing and restoring as may be directed by the Owner, or he shall make good such I damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is 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 0 C6-6 (7) u 0 expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer,.setting out in detail the nature of the alleged damage,. and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. . C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary, to change, move, or alter in any manner the property of a public utility or -others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECT -IONS: -When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such, troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) 0 every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or 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. H When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of •the non -execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or• otherwise replacing and restoring as may be directed by the Owner, or he shall make good such fl damages or injury in a manner acceptable to the owner of the • property and the Engineer. e All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is 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 L� cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. U 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 I 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 11 C6-6 (7) LII r'J expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer,. setting out in detail the nature of the alleged damage,. and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary. to change, move, or alter in any manner the property of a public utility or -others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making !� such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: ---When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such, troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10) I II a 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 satisfactory manner so that no nuisance is created and so that the work under flconstruction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. fl 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 aDocuments. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When (1 meters are not used, the charges, if any, will be as u 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 LiDepartment. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in fl 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 U 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. II C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these a Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part a 0 C6-6 (11) 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, 0r 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 9 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 Any such .007. exemption certificate issued by the Contractor in lieu of the tax shall be subject to and shall comply with the provisions of -State- Comptroller's Ruling and .011, any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, Tax Act. and Use On a contract awarded by a developer fortheconstruction of a publicly -owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption ¶1 pursuant to the provisions of Article 20.04 (H) of the Texas �s limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. C6-6 (12) a a n a Limited Sale, Excise. and Use Tax permits and information can be obtained from: Comptroller of Public Accounts - Sale Tax Division Capitol Station Austin, TX U El L1 I II IIj I III I I I I I 0 C6-6 (13) PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than I 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 e 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, fl Li when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. I If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due 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 WORK: Prior to beginning any 0 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 0 C7-7 (1) prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencingshallbe submitted to the Engineer for his approval.. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and•a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations [l shall at all times be conducted by the Contractor so as to create a minimum amount' of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require (� the Contractor to finish the section on which operations are !1 in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT-: --Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, ma.y be imported only after _thelocal supply is exhausted. The Contractor' shall employ only such superintendents, foremen, and• workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the 'Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) 1 I A ElC7-7.7 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 fl Order. Failure to do so 'shall* be considered by the. Owner as Li 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 insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request. for such extension is submitted in writing to the Engineer within seven days from and after the 'l time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request I 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 e 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 econsidered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide e attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in_ --greater amounts or quantities than those set -forth in the approved Contract Documents; then the contract time'may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4) otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of. the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in Cl-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. l� b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, (� in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in Cl-1.24 and the Contractor may work as he so desires. C7-7 (3) a 0 any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract 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 unc ompleted 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 I schedule, unless otherwise specified in other parts of the Contract Documents, will be deductedfrom monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT $ 5,001 Less than $ 5,000 inclusive $ 35.00 to $ 15,000 inclusive •$ 45.00 I $ $ 15,001 25,001 to to $ 25,000 inclusive $ 63.00 $ 50,000. inclusive $ 105.00 $ 50,001 to $ 100,000 inclusive $ 154.00 0 $ 100,001 to $ 500,000 inclusive $ 210.00 11 C7-7 (5) $ 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 Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for --harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part. or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither .will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods -of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, _f or any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of--and-without .the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) I that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall, be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. I I [ii 0 I J 0 I I I I I C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or. the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. C7-7 (7) b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor• commences legal act.ion against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written C7-7 (8) Ii a 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 athe 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 a Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified a time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has • ordered by the Contractor to discontinue, then the Owner shall a 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, a 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. aIn case such expenses shall exceed the amount which ' would have e been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract .or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be a 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) a 0 been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: - 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 such portion of the work under the contract as is • not terminated; 3. terminate all ordersand_subcontracts to the extent that they -relate to the performance of work terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent,. if any, directed by the. Engineer: 0 C7-7 (10) El I I a. the fabricated or unfabricated parts, work in process, completed ' work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner.. 5. complete performance of such part of the work `i as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the Encdneer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. I. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and quality, of any or all items of termination inventory not, previously disposed of, exclusive of items the disposition of which has been directed or I 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 I list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim t -o the Engineer in the form and I. with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of th Contractor, made in writing within such 60 -day period or authorized extension thereof, any and all such claims shall be conclusively deemed wai'.7ed. A 0 C7-7 (11) EL [$1 D. AMOUNTS: Subject to the provisions of Item C7 -7.16(C), the Contractor and Owner may agree upon fl the whole or -any part of the amount or amounts to be to the paid Contractor by reason of the total or partial -termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7 -7.16(E) hereafter, prescribing theamountto be paid to the Contractor in' the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be to paid the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided fl in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work (� pursuant to this section the Owner shall determine, (j on the basis of information available to it, the amount, if any., due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS:' In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materi-als, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or -credited to the Owner. G. ADJUSTMENT: If the termination hereunder be Q partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an fl C7-7 (12) fl I equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated O by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.4 hereof entitled "Suspension of Abandonment Df the work and Amendment of Contract" or any other sight which owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHCDS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in cr-inection with the work at all times and shall assume all responsibilities for their enforcement. Li The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death; or damage in connection Li with the work. 0 N I I I IC7-7 (13) n a fl PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT 0 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 flO of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements fl used in common practice, and will be the actual length, area, Li solid contents, numbers, and weights of the materials and items installed. C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, fl U equipment, appliances and appurtenances necessary for the U construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary a protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due, to the elements and other causes, delays, profits, injuries, damages claims,- taxes, and all fl other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. flC8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor,, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the aSpecial Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and fl 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 a Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time 11 C8-8 (1) before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or --any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completeing the work in an acceptable manner according to the terms of the Contract Documents. The payment- of--any--current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way -prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES. AND RETAINAGE: Between the 1st and 5th day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10th day of the (� month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 90% of such estimated sum will be paid to 11 the Contractor if the total contract amount is less than $400,000, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater f, within twenty-five (25) days after the regular estimate period. The City will have the option of preparing_ . estimates on forms furnished by the City.. The partial- estimate may include acceptable nonperishable materials- delivered to the work which (l are to be incorporated into the work. as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 11 85% of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request to aid (l C8-8 (2) him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any estimate,and such estimate shall not, in any respect, previous etaken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. I The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. pC8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection'. The Engineer shall notify the I appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment I therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. I All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. 1 C8-8 (3) The amount of the final estimate, less. previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days. after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City., certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the.Contract.. The making of the final payment by the Owner shall not relieve ll the Contractor of any guarantees or other requirements of the ll Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents..;. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in. writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY::. Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) W pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outline. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no fl specific item for bid has been provided for in the Proposal, LI shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration,rock excavation and cleanup are general items of work which fall in the category of subsidiary work. 7 0 I U U I I C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one -tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. 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 Engineer upon completion of the work. 0 C8-8 (5) 0 0 0 0 Ir SECTION Cl SUPPLEMENTARY CONDITIONS TO SECTION C 0 JSECTION Cl: SUPPLEMENTARY CONDITIONS TO SECTION C 0 ElA. 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. Paragraph C3-3.2 should be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding a actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work fl 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 fl to false statements; further, any such misrepresentation (other than a negligent misrepresentation) Ii 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 riot less than three(3)years. ElC. Part C - General Conditions: C3-3.7 Bonds, 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 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 fl 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 fl 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." D. Section c8-8.5 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 5th day and 20th day of each month that the work is in pros ress Theestir ate sball be prgc .ed by the.Cit o . fl _" 'iii1'0th day an 5th day. resp�ly. 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 a incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as amay be reasonably requested to aid in the verification or the preparation of the pay estimate. For contacts or less than $400,000 at the time of execution, retainage shall be ten percent (10%). For acontracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). n C-1 0 0 0 0 ci 0 0 0 0 0 0 0 0 u 0 n I Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. E. Part C - General Conditions: Paragraph C3-3.11: Delete subparagraph a. F. Part C - General Conditions: Paragraph C3-3.11: Delete subparagraph g. El c-2 0 PART D - SPECIAL CONDITIONS D-1 AWARD OF CONTRACT............................................................................................. SC -3 D-2 SUBMISSION OF CONTRACT DOCUMENTS............................................................ SC -3 D-3 GENERAL.................................................................................................................... SC -4 Q D-4 TAX EXEMPTIONS...................................................................................................... SC -5 D-5 PROJECT DESIGNATION........................................................................................... SC -6 a D-6 D-7 EQUAL EMPLOYMENT PROVISIONS........................................................................ PRE -CONSTRUCTION CONFERENCE...................................................................... SC -6 SC -6 D-8 COORDINATION MEETINGS...................................................................................... SC -6 D-9 D-10 PROJECT ABANDONMENT........................................................................................ BREAKDOWN OF BID PROPOSAL............................................................................ SC -6 SC -6 D-11 INDEMNIFICATION..................................................................................................... SC -6 a D-12 D-13 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ............... MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE....... SC -6 SC -9 D-14 CALENDAR DAY....................................................................................................... SC -11 D-15 D-16 SUBSIDIARY WORK................................................................................................. WAGE RATES............................................................................................................. SC -11 SC -11 D-17 EASEMENTS AND PERMITS.................................................................................... SC -12 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ............................ SC -13 fl D-19 DAMAGE TO PRIVATE PROPERTY......................................................................... SC -13 D-20 SHOP DRAWINGS.................................................................................................... SC -13 D-21 CROSSING OF EXISTING UTILITIES....................................................................... SC -13 D-22 EXISTING UTILITIES AND IMPROVEMENTS........................................................... SC -13 a D-23 CONSTRUCTION TRAFFIC OVER PIPELINES......................................................... SC -14 D-24 TRAFFIC CONTROL................................................................................................. SC -14 D-25 D-26 PAYMENT................................................................................................................. DELAYS..................................................................................................................... SC-15 SC -15 D-27 DETOURS................................................................................................................. SC -15 D-28 D-29 BARRICADES AND WARNING SIGNS..................................................................... EXAMINATION OF SITE........................................................................................... SC -16 SC -16 D-30 ZONING COMPLIANCE............................................................................................. SC -16 D-31 WATER FOR CONSTRUCTION................................................................................ WASTE MATERIAL................................................................................................... SC -16 SC -16 UD-32 u D-33 CLEANUP FOR FINAL ACCEPTANCE..................................................................... SC -16 fl D-34 D-35 PROPERTY ACCESS................................................................................................ CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ............................... SC -16 SC -16 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .......................... SC -16 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .................................. SC -17 fl D-38 SANITARY FACILITIES FOR WORKERS................................................................. SC -18 D D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ............................. SC -18 D-40 RIGHT TO AUDIT...................................................................................................... SC -18 ci D-41 INCREASE OR DECREASE IN QUANTITIES........................................................... SC -19 D-42 CUTTING OF CONCRETE........................................................................................ SC -20 D-43 PROJECT DESIGNATION SIGN............................................................................... SC -20 a D-44 D-45 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .................................... MISCELLANEOUS PLACEMENT OF MATERIAL...................................................... SC -20 SC -20 D-46 TYPE "C" BACKFILL.................................................................................................. SC -20 IID-48 D-47 CRUSHED LIMESTONE BACKFILL.......................................................................... 2:27 CONCRETE....................................................................................................... SC -21 SC -21 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ........................................ SC -21 D-50 PAVEMENT REPAIR (E2-19).................................................................................... SC -22 01/27/99 SC -1 0 0 PART D - SPECIAL CONDITIONS. ElD-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY.. SC -23 D-52 SANITARY SEWER MANHOLES........................................................................ SC -24 a D-53 D-54 SANITARY SEWER SERVICES.......................................................................... NOT USED........................................................................................................... SC -27 SC -27 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES......... SC -29 Q D-56 D-57 DETECTABLE WARNING TAPES....................................................................... PIPE CLEANING................................................................................................. SC -31 SC-31 D-58 BARRICADES, WARNINGS AND FLAGMEN ...................................................... SC -31 D-59 D-60 DISPOSAL OF SPOIL/FILL MATERIAL............................................................... MECHANICS AND MATERIALMEN'S LIEN ......................................................... SC -31 SC -32 a D-61 SUBSTITUTIONS................................................................................................. SC -32 fl D-62 D-63 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES. VACUUM TESTING OF SANITARY SEWER MANHOLES .................................. SC -32 SC -35 a D-64 BYPASS PUMPING............................................................................................. SC -36 D-65 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC -37 D-66 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC -38 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL.. SC -39 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................ SC -40 D-69 PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC -40 D-70 SITE RESTORATION.......................................................................................... SC -40 D-71 STANDARD PRODUCT LIST............................................................................... SC -40 D-72 D-73 STATE REVOLVING FUND (SRF) REQUIREMENTS ......................................... TOPSOIL, SODDING AND SEEDING.................................................................. SC -41 SC -41 D-74 CONFINED SPACE ENTRY PROGRAM............................................................. SC -46 ElD-76 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ................... EXCAVATION NEAR TREES.............................................................................. SC -47 SC -47 D-77 CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC -48 D-78 D-79 CLAY DAM........................................................................................................... EXPLORATORY EXCAVATION (D-HOLE).......................................................... SC -48 SC -48 U D-80 INSTALLATION OF WATER FACILITIES............................................................ SC -48 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE .................................................. SC -48 fl 80.2 BLOCKING .................. ........................................................................... SC -48 80.3 TYPE OF CASING PIPE ...................................................................................... SC -49 80.4 TIE-INS................................................................................................................ SC -49 80.5 CONNECTION OF EXISTING MAINS................................................................. SC -49 u80.6 VALVE CUT-INS.................................................................................................. SC -50 80.7 WATER SERVICES............................................................................................. SC -50 80.8 80.9 2 -INCH TEMPORARY SERVICE LINE................................................................ ADJUST MANHOLES AND VAULTS (UTILITY CUT) .......................................... SC -52 SC -52 80.10 ADJUST WATER VALVE BOXES........................................................................ SC -53 80.11 80.12 PURGING AND STERILIZATION OF WATER LINES .......................................... WORK NER PRESSUF E PLATE BOUNDARIES .............................................. SC -53 SC -53 80.13 WATER SAMPLE STATION................................................................................ SC -53 D-81 D-82 SPRINKLING FOR DUST CONTROL.................................................................. DEWATERING..................................................................................................... SC -54 SC -54 D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC -54 aD-85 D-84 TREE PRUNING................................................................................................... TREE REMOVAL................................................................................................. SC -55 SC -56 I 01/27/99 SC -2 0 a PART D - SPECIAL CONDITIONS FOR: MAIN 390 DRAINAGE AREA SANITARY SEWER REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6, UNITS 1, 2, & 3 SEWER PROJECT NO. PS46-070460410280 DOE NOS. 1826, 2054, & 2055 LI D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit" individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE -CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre -Construction meeting date will be established and noted in the Letter to Contractor. The 0 effective work order date will be set at the pre -construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) 0 calendar working days after the pre -construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre -construction meeting date. Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre -construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. Additional submittals at time of pre -construction meeting shall include (but not limited to): Contractors Work Plan and Schedule 01/27/99 SC -3 PART D - SPECIAL CONDITIONS Disposal Site for Waste Material Information Sub -Contractor Identification D Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre -construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts or discrepancies between various parts of the a Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: D 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above: The a Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. - The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. Subject tomodifications as herein contained, the Fort Worth Water Department's General a Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers afl name,' or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as u though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre - qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. 01/27/99 SC -4 d 0 PART D - SPECIAL CONDITIONS D This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 0 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH D 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS a A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call -out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining 0 contract documents intact may be grounds for designating bids as "non -responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot a 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. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received .within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. a 01/27/99 SC -5 n PART D - SPECIAL CONDITIONS 0 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 a Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to El execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Project No. PS46-07046410260 0 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 thrdugh 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices omay be acquired from the Equal Employment Officer. D-7 PRE -CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre - construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre -construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. 0 I In I [I J 0 D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and. Engineer from all costs or damages arising out of any -real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. 01/27/99 SC -6 I El PART D - SPECIAL CONDITIONS 0 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self -insure 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. El 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the 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, - 0 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. 0 B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being 0 awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during 0 the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 0 E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 0 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. 0 01/27/99 SC -7 El I PART D - SPECIAL CONDITIONS C 0 J I I I F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known,, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person. may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; a 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. fl 5. Retain all required certificates of coverage on file for the duration of the project and for u one year thereafter. 6. N_otff.the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's 01/27/99 SC -8 U. PART D - SPECIAL CONDITIONS compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. o 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services 0 on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE El The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless • of the identity of their employer or status as an employee." El Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (MIWBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. The M/WBE UTILIZATION FORM, M/W.BE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non -responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (MIWBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or 01/27/99 SC -9 0 PART D - SPECIAL CONDITIONS 11 initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) fl 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. IjContractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the fl contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE asubcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed MIWBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non -responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, LI 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 afl contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: 9 a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. 9 b. Failure of Subcontractor to provide required general liability of other insurance. 0 01/27/99 SC -10 0 PART D - SPECIAL CONDITIONS c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C -General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Day: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION RATE CLASSIFICATION RATE Air Tool Operator $7.554 Form Liner $8.913 Asphalt Raker $8.565 Form Setter (Pay & Curb) $8.686 Asphalt Shoveler $8.255 Form Setter (Structures) $8.427 Batching Plant Weigher $9.371 Laborer, Common $6.402 Batterboard Setter $8.920 Laborer, Utility $7.461 Carpenter $9.447 Mechanic $10.658 Concrete Finisher (PAV) $9.345 Oiler $8.698 Concrete Finisher (STRS) $9.058 Servicer $8.104 Concrete Rubber $7.733 Piledriver $7.500 Electrician $12.761 Pipelayer $8.509 Flagger $5.598 Blaster $11.333 Form Builder (STRS) $8.717 01/27/99 SC -11 I PART D - SPECIAL CONDITIONS 0 0 CLASSIFICATION RATE 0 Asphalt Distributor $8.404 Posthole Driller Operator $9.000 Asphalt Paving Machine $9.053 Roller, Steel Wheel Broom or Sweeper Operator $7.908 (Plant -Mix Pavements) $8.339 Bulldozer, 150 HP or Less $8.703 Roller, Steel Wheel LI Bulldozer, Over150 HP $9.160 Concrete Paving Curing Mach.$8.213 (Flatwheel or Tamping) Roller, Pneumatic Self $7.963 -Pro $7.403 Concrete Pay Finishing Mach. $9.453 Scraper - 17 CY & Less $8.138 Concrete Paving Form Grader$8.500 Scraper - Over 17 CY $8.205 Concrete Paving Joint Mach. $9.042 Side Boom $7.793 Concrete Paving Joint Sealer $7.350 Tractor - Crawler Type Concrete Paving Float $7.875 (150 HP & Less) $8.448 fl Concrete Paving Saw $9.290 Tractor - Crawler Type Concrete Paving Spreader $9.750 (Over 150 HP) $8.873 Slipform Machine $9.000 Tractor - Pneumatic $7.735 Crane, Clamshell, Backhoe, Traveling Mixer $7.615 Q Derrick, Dragline, Shovel Trenching Machine - Light $8.188 (Less than 1 %2 cy) $9.513 Trenching Machine - Heavy'$12.498 Crane, Clamshell, Backhoe, Wagon -Drill, Boring Machine $9.000 Derrick, Dragline, Shovel Reinforcing Steel Setter (1 '/2 cy & Over) $10.517 (Paving) $9.218 Crushing or Scrng Pit Opr. $9.500 Reinforcing Steel Setter LI Elevating Grader Foundation (Structural) $11.548 Drill Oper. (Crawler Mounted) $10.000 Steel Worker - Structural $16.300 Foundation Drill Operator (Truck Mounted) $11.138 Sign Erector - Spreader Box Operator $11.436 $6.988 Foundation Drill Opr Helper Barricade Servicer Zone Wk. $6.402 Front Ent Loader Mounted Sign Installer (2 Y2 CY or Less) $8.823 (Permanent Ground) $6.402 Front Ent Loader Truck Driver - Single Axle (Over 2 %2 CY) $9.311 (Light) $7.465 fl Hoist (Double Drum & Less) $8.917 Truck Driver - Single Axle Milling Machine Operator $6.650 (Heavy) $8.067 Mixer (Over 16 CF) $9.000 Truck Driver - Tandem Axle Mixer (16 CF & Less) $7.913 (Semi -Trailer) $7.816 Mixer - Concrete Paving $9.500 Truck Driver - Lowboy/Float $9.653 Motor Grader Operator Truck Driver - Transit Mix $7.507 (Fine Grade) $10.346 Truck Driver - Winch $8.200 Motor Grader Operator $9.891 Vibrator Operator $7.000 Pavement Marking Machine $6.402 Welder $10.459 CLASSIFICATION RATE POWER EQUIPMENT OPERATORS 0 0 01/27/99 SC -12 a D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction and/or right -of -entry agreements to perform work on private property. The City has attempted to obtain the temporary construction and/or right -of -entry agreements for 0 PART D - SPECIAL CONDITIONS properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right -of -entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.1 0 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original El condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a 0 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. Shop drawings shall be submitted in quintuple (5) and two (2) shall be returned to the Contractor.. Shop drawings must be approved by the Engineer prior to the start of work. LI D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel'compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is El 01/27/99 SC -13 II PART D - SPECIAL CONDITIONS 0 El 0 I 0 El IL 0 0 0 0 mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. 'He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. 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 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. fl D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. 0 0 0 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 that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority 01/27/99 SC -14 0 Ii PART D - SPECIAL CONDITIONS of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by. the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above -referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the 0 work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to the City at the pre -construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16 -inch and 0 larger, and sanitary sewer manholes regardless of location. 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such a extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 01/27/99 SC -15 a PART D - SPECIAL CONDITIONS El D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a Q minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall a conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. a 0 0 I I 0 0 0 El El I 0 0 D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 01/27/99 SC -16 0 0 PART D - SPECIAL CONDITIONS 0 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning'sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage -type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make company for the temporary relocation sole cost and expense. n 0 arrangements with the Texas Electric Service U or raising of high voltage lines at the Contractor's 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the 01/27/99 SC -17 n Lii Lii 0 Ll I 0 a iii iii n PART D - SPECIAL CONDITIONS Director that the claim has been settled and a release has been obtained from the claimant involved. aAlthough the claim concerned remains unsettled as of the expiration of the above 30 -day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar Jj 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. aThe 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: D1. The claim has been settled and a release has been obtained from the claimant involved, or U 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at a any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a developer -let contract for City of Fort Worth street and/or storm drainage facilities. fl D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. 0 01/27/99 SC -18 0 PART D - SPECIAL CONDITIONS B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under' the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 2. copies and under - 10 cents per page 3. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all' the minor pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be 01/27/99 SC -19 0 PART D - SPECIAL CONDITIONS '-° kept and will recommend .in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Cont'ractor as an independent fl Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the (`j actual field cost as herein specified. Upon request, the Contractor shall provide the Director of U Department of Engineering access to all accounts, bills and vouchers relating thereto. Q D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in Li accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817)871-8306 M -F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project a where mains are required to be placed under existing sidewalks 'and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and Elgutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or Udriveway repair. D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one -tenth unit. Payment for miscellaneous placement of material 01/27/99 SC -20 0 PART D - SPECIAL CONDITIONS shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** * Revised 3/20/81 ** Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call -out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications, except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights -of -way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the 01/27/99 SC -21 PART D - SPECIAL CONDITIONS Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material under existing or future streets shall be in accordance with Figure A or B. Sand material specified in Figures A and B shall be obtained from an approved source consisting of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: II Size % Size !J Sieve Retained Sieve Retained #4 0-5 #50 0-50 El#16 0-20 #100 60-95 #200 90-100 C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (ASTM D698) by means of tamping only. Trenches which lie under existing or future paving shall be backfilled to 95% Standard Proctor Density (ASTM D698) by jetting, tamping, or a combination of methods. This density testing will be performed by City personnel at City expense and will not be fl charged to the Contractor. However, the Contractor will be responsible for providing access U and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for Iitests conducted by the City. D. MEASUREMENT AND PAYMENT: All material and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-50 PAVEMENT REPAIR (E2-19): The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. a 01/27/99 SC -22 U PART D - SPECIAL CONDITIONS It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub -Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. _ C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near -vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre -manufactured or job -built in accordance with OSHA standards. 01/27/99 SC -23 El PART D - SPECIAL CONDITIONS El 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical fl or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross -braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench IJ 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 aDocuments in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections El -14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Qfl Documents and Specifications, unless amended or superseded by requirements of this Special Condition. f1 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as 0 per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be fl 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. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. 01/27/99 SC -24 EL, PART D - SPECIAL CONDITIONS Covers shall set flush with the rim of the frame and shall have no larger th an han 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100 -year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre -formed and trowelable Bitumastic as manufactured by Kent - Seal, Ram-Nek, E -Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat -tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre -formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full (� depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole �] frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. 01/27/99 SC -25 0 PART D - SPECIAL CONDITIONS El Remove manhole frame from the manhole structure and observe the condition of the D frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre -cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre -cast flattop section. Pre -cast concrete rings, or a JJ pre -cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches Elbelow the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. U 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 Qframes, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of Q dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre -formed gasket material. Position the butt joint of each length of joint material on a opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top ofttie-casting shall be 1/8 inch below the fl finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. fl 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre -cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2 -inch thick coat of trowelable bitumastic joint sealant from 6 -inches below to 6 -inches above the joint. The coated joint shall then be LI wrapped with 6 mil plastic to protect the sealant from damage during backfilling. 0 Ill 0 C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, manhole inserts, 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, 01/27/99 SC -26 0 PART D - SPECIAL CONDITIONS backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, replacement, or new sanitary sewer service shall be made as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. Factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new `tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using trenchless repair methods shall be reconnected only (no sewer service replacement necessary). Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings, 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. 01/27/99 SC -27 0 0 PART D - SPECIAL CONDITIONS aD-54 NOT USED fl a D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located Q in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. a 0 0 D U 0 0 0 0 0 0 0 0 A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused- by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material.to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. U ____ 01/27/99 U. U SC -28 a PART D - SPECIAL CONDITIONS G. ABANDONMENT OF MANHOLES: Manholes to be abandoned inplace shall have all pipes pp entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface El restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate, trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2%2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Legends Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below 0 01/27/99 SC -29 0 I3 PART D - SPECIAL CONDITIONS U El 0 0 El 0 0 0 0 0 0 0 El 0 0 0 U Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C - General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the city believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or 01/27/99 SC -30 I PART D - SPECIAL CONDITIONS equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub -section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured -in -place pipe, fold and form pipe, slip -line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high -velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high -velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high -velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a . portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage ,resent in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high -velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 01/27/99 SC -31 PART D - SPECIAL CONDITIONS 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole D section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. El4. 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 Ii from the site no less often than at the end of each workday and disposed of at no additional cost to the City. El 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE .DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the 9 9 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 0 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, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two fl manholes of the section being inspected to ensure good communications between members of the crew. fl The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or ( thq Jike,,whicb wDuld require interpolation for depth ,pf manhole, will not be allowed. U 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. ElThe 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. 01/27/99 SC -32 U 0 PART D - SPECIAL CONDITIONS 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept p by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. U 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard -size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re - televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. El C. PAYMENT OF CLEANING AND PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre -Construction Cleaning and Television Inspection of a 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 Q provide video image required for line analysis. El 01/27/99 SC -33 0 0 PART D - SPECIAL CONDITIONS 0 I 0 0 0 I a The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: a 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. 0 I 0 I 0 The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop -connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level, of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C 1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48 -Inch Dia. 60 -Inch Dia. FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 181 4 c. 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. 24' 59 sec. 78 sec. 26' 64 sec. 85 sec. p28' 69 sec. 91 sec. 30' 74 sec. 98 sec. 0 01/27/99 SC -34 0 I PART D - SPECIAL CONDITIONS For Each 5 sec. Additional 2' 6 sec. 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one -inch of mercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer contract price per each vacuum test. This price shall include and all incidentals, including all bypass pumping, required to herein. t 1I 0 0 kl manholes shall be paid at the all material, labor, equipment, complete the test as specified D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered 01/27/99 SC -35 i 0 0 ii ii 0 III El 0 El 0 0 PART D - SPECIAL CONDITIONS I I C Li I I J III 0 I 0 U I rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll -a -tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow: If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. . 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard -size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for reMjew imrnediaieJy upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. El EJ 01/27/99 U 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 SC -36 i PART D - SPECIAL CONDITIONS payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post -construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post -Construction Television Inspection. The item shall also include all, costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland, cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the 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: 01/27199 SC -37 L n u C n 0 Lii 0 HI Lii 1L n Iii 7 i u 0 PART D - SPECIAL CONDITIONS A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the Ofl contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled -hay retards, dikes, slope drains and other devices. OB. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible -earth material exposed by preparing right-of-way; clearing and grubbing, the surface area of erodible -earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution -control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution -control measures shall be used to prevent or correct p erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and a borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution -control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil -erosion -control measures shall be performed as directed LI by the Engineer. U 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. U 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. U 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall afl conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. ElD-68 INGRESS AND EGRESSIOBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at 01/27/99 SC -38 El PART D - SPECIAL CONDITIONS night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one -tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract Document Execution • ED -1 03 -Contractors Act of Assurance • ED -104 -Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil Will be used in the parkways and medians before any topsoil is 01/27/99 SC -39 PART D - SPECIAL CONDITIONS obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6). inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. ri Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a Li healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, fl virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness U of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. QCONSTRUCTION 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 a contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five fl(25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. U 01/27/99 SC -40 '1 PART D - SPECIAL CONDITIONS At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,, upon direction of. the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Purity Germination Common Bermuda Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. 01/27/99 SC -41 0 PART D - SPECIAL CONDITIONS URBAN AREA WARM -SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) fl Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates (Eastern Sections) (Western Sections) (All Sections) fl Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 U to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL -SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, Qgrades, 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. Elb. 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 sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. fl 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 fl be finished to line and grade as specified under "Finishing" in Section D-46, Construction U Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of U 01/27/99 SC -42 U II PART D - SPECIAL CONDITIONS approximately on e -eight mately one eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. 0 The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of L! six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one -quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS -2 shall be used. Applications of the asphalt shall be at a rate of three -tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE -SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where 11 temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re -seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit -seeding equipment will be able to cut through the turf and achieve adequate soil penetration. * Slit -seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. Q MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in 01/27/99 SC -43 El PART D - SPECIAL CONDITIONS accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300). pounds per acre for all types of "Sodding" and four Elhundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard D in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. 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 LI for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. DAll 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 prQyided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all D 01/27/99 S C-44 D PART D - SPECIAL CONDITIONS materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-15.18 Final Inspection" of PART C - GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified 01/27/99 SC -45 0 0 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. LI4. Nothing shall be stored over the tree root system within the drip line area of any tree. fl 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be LI sawcut for a minimum depth of 2 feet. D 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 0 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. ii 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 fl 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: Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D -HOLE): The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D - Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with. a proposerd farcility alignmdnt. The explol atbry excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed fj u elevations of existing conflicting utilities) to the City prior to the start of construction of the entire LJ project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D -Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the Q 01/27/99 SC -46 El 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 exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or "tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and 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 included in the unit price bid per foot. 0 01/27/99 SC -47 0 PART D - SPECIAL CONDITIONS 80.4 Tie -Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and ('j elevation of the existing line tie-ins. And any differences in locations and elevation of U existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48 - hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C - GENERAL Li CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both fl personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot 11 price bid for the appropriate pipe size. 80.6 Valve Cut -Ins: It may be necessary to cut -in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing u 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 Q 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. Lt Payment for work such as backfill, bedding, fittings, blocking and all other associated I.t appurtenants required, shall be included in the price of the appropriate bid items. Li 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops Q with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (El - 17 & E1-18) contained in the General Contract Documents. 0 All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. 0 01/27/99 SC -48 0 'I1.; PART D - SPECIAL CONDITIONS 11 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 0 Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for !� pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from 'the main to the meter, curb stop with lock wings, and corporation stop. II Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12 -inches from II center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement {� and relocation of a water service and meter box is required and the location of the meter 4! 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 Q� payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. II 01/27/99 SC -49 j fit 0 PART D - SPECIAL CONDITIONS 0 0 0 0 El £ I 0 0 0 0 When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2 -Inch Temporary Service Line: The 2 -inch temporary service main and 3/4 -inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2 -inch tapping saddle and 2 -inch corporation stop or 2 -inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2 -inch temporary service main and 3/4 -inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" SC -50 PART D - SPECIAL CONDITIONS temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out -of -service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re -install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2 -inch temporary service pipes, 3/4 -inch service lines and the 2 -inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4 -inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The jj Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated (� lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the (1 (j 01/27/99 SC -51 Q 0 PART D - SPECIAL CONDITIONS 0 0 sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de -chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. fl Purging and sterilization of the water lines shall be considered as incidental to the project U and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes a80.13 Water Sample Station: a 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. Qfl The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. aPAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4 -inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. a 0 a 0 0 0 it Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5 -feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. 01/27/99 SC -52 D 0 PART D - SPECIAL CONDITIONS £ 0 0 0 I 0 a 0 0 D-82 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner U C. NATURAL RESOURCES PROTECTION FENCE 0 0 0 0 0 0 0 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse -Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3 -foot wide by 4 -inch deep cover of mulch over the trench as required by the Engineer. 01/27/99 SC -53 0 FART D - SPECIAL CONDITIONS 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3 -inch maximum cut or fill, with no roots over 1 -inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2 -inches to 4 -inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. 01/27/99 SC -54 0 PART DA - ADDITIONAL SPECIAL CONDITIONS El i:i El 0 0 El 0 a 0 0 El 0 0 li- ii 0 0 FOR: MAIN 390 DRAINAGE AREA SANITARY SEWER REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6, UNITS 1, 2, & 3 SEWER PROJECT NO. PS46-070460410280 DOE NOS. 1826, 2054, & 2055 DA -1 PIPELINE REHABILITATION CURED -IN -PLACE PIPE ...................................................ASC-3 DA -2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-7 DA -3 PIPELINE REHABILITATION FOLD AND FORM PIPE ................................................ ASC-15 DA -4 SLIPLINING - OMITTED DA -5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... ASC-19 DA -6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................... ASC-22 DA -7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ..................... ASC-25 DA -8 MANHOLE REHABILITATION ITEMS - OMITTED DA -9 SURFACE PREPARATION FOR MANHOLE REHABILITATION - OMITTED DA -10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM - OMITTED DA -1 1 INTERIOR MANHOLE COATING - QUADEX SYSTEM - OMITTED DA -12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ......................................... ASC-27 DA -13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ...................................... ASC-29 DA -14 INTERIOR MANHOLE COATING-PERMACAST SYSTEM WITH EPDXY LINER -OMITTED DA -15 RIGID FIBERGLASS MANHOLE LINERS - OMITTED DA -16 PVC LINED CONCRETE WALL RECONSTRUCTION - OMITTED DA -17 PRESSURE GROUTING - OMITTED DA -18 VACUUM TESTING OF REHABILITATED MANHOLES - OMITTED DA -19 FIBERGLASS MANHOLES - OMITTED DA -20 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES - OMITTED DA -21 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-32 DA -22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS....................................................... ASC-32 0 12/01/98 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA -23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE - OMITTED DA -24 GRADED CRUSHED STONES - OMITTED DA -25 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE - OMITTED DA -26 BUTT JOINTS - MILLED - OMITTED DA -27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) - OMITTED DA -28 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................... ASC-33 DA -29 NEW 7" CONCRETE VALLEY GUTTER - OMITTED DA -30 NEW 4" STANDARD WHEELCHAIR RAMP - OMITTED DA -31 8" PAVEMENT PULVERIZATION - OMITTED DA -32 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ........................... ASC-33 DA -33 RAISED PAVEMENT MARKERS - OMITTED DA -34 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING - OMITTED DA -35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL - OMITTED DA -36 ROCK RIPRAP - GROUT - FILTER FABRIC - OMITTED 12/01/98 ASC-2 El 0 Ii 0 0 0 0 0 0 PART DA - ADDITIONAL SPECIAL CONDITIONS DA -1 PIPELINE REHABILITATION CURED -IN -PLACE PIPE: A. WORK TO BE DONE: The work to be done under this contract consists of rehabilitation of existing sewer lines by the Cure -in -Place Pipe Method or approved equal. Cured -in -place pipe consists of a resin impregnated flexible tube, coated with an elastomeric coating, when inverted into an existing sewer pipe through existing access manholes, and which, under proper hydrostatic and thermal conditions, is cured -in -place, becoming a structurally sound cured -in -place pipe. The thickness of the pipe will be dictated by the structural requirements of the sewer pipe with no loss of cross sectional area other than the thickness of the resin -impregnated tube. The pipe will be impermeable to water, provide corrosion resistance, and an optimum friction factor for the sewer flow. Branch connections shall be reinstated by a remote controlled cutting device. The work consists of providing all labor, equipment, transportation, materials, and supervision necessary to: 1. Thoroughly clean sewers as required for the installation of the resin -impregnated tube. 2. Inspect sewers by closed circuit color television (CCTV), including identifying and marking the location of each service connection. Cost subsidiary to Pre - Construction TV Inspection. 3. Notify residents at least 48 hours prior to service interruption. 4. Install the resin -impregnated tube of the correct thickness as specified. 5. Cut out all service connections by remote cutters and restore service within 18 hours. a 6. Reinspect by CCTV to verify satisfactory completion of work at time of lateral reinstatement. Cost subsidiary to Post -Construction TV Inspection. fl 7. Pump around all dry and wet weather flows to accommodate the process at each a separate installation, as required. Q 8. Comply with all appropriate governmental agencies' regulations regarding traffic, safety procedures and permits, the cost of which is the responsibility of the Contractor. Ii' 0 ci B. MATERIALS: The fiber felt tube shall be fabricated to a size that when installed will tightly fit the internal circumference of the conduit specified by the Owner. Allowance for circumferential stretching during inversion shall be made and shall meet ASTM-1216. The minimum length shall be that deemed necessary by the Contractor to effectively span the distance from the inlet to the outlet of the respective manholes, unless otherwise specified. The Contractor shall verify the lengths in the field before impregnation. Individual inversion may be made over one or more manhole sections, as determined in the field by the Contractor. 12/01/98 AS C-3 El PART DA - ADDITIONAL SPECIAL CONDITIONS Unless otherwise specified, the Contractor shall furnish a general purpose unsaturated polyester resin and catalyst system that meets ASTM standards and the finished cured physical strengths specified. C. REQUIRED THICKNESS OF CURED -IN -PLACE PIPE: The thickness of the pipe will be determined from information supplied or manufacture's recommendation for the condition of the existing pipe. Should pre -installation inspections reveal the sewers to be in substantially different conditions than those in the design considerations, the Contractor can request such changes in pipe thickness, supporting such request with design data in accordance with the pipe manufacturer's standard design criteria as follows: LINER THICKNESS Sewer Pipe Invert Pipe Invert Pipe Invert Diameter Depth up to 10' Depth 10'-15' Depth Over 15' (also the minimum) 6" 4.5mm 4.5mm 4.5mm 8" 6.0mm 6.0mm 6.0mm 10" 6.0mm 6.0mm 7.5mm 12" 6.0mm 7.5mm 9.0mm 15" 7.5mm 9.0mm- 10.5mm 18" 9.0mm 12.0mm 13.5mm 21" 10.5mm 13.5mm 15.0mm 24" 12.0mm 15.0mm 16.5mm 30" 15.0mm 18.0mm 21.0mm 36" 16.5mm 21.0mm . 24.0mm 42" 19.5mm 24.0mm 28.5mm 48" 22.5mm 28.5mm 33.0mm 54" 25.5mm 30.0mm 36.0mm 60" 28.5mm 34.5mm 39.0mm D. PREPARATORY WORK: The installation procedures shall be as follows unless otherwise approved by the City. 1. Safety - The contractor shall carry out his operations in strict accordance with all safety requirements. Particular attention is drawn to those safety requirements that involve working with scaffolding and entering confined spaces. 2. All easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor-, it shall be the Contractor's responsibility to obtain written permission from the Property Owners involved for the use of additional property required. No additional payment will be allowed for this item. If a street must be closed to traffic because of 12101/98 ASC-4 PART DA - ADDITIONAL SPECIAL CONDITIONS the orientation of the sewer, the Department of Engineering shall institute the actions necessary to do this for the mutually agreed upon time period. D3. Before using any water from the City of Fort Worth, the Contractor shall be responsible for the water meter and related charges for the set up, including the water usage bill. All expenses shall be considered incidental to cleaning. 4. Cleaning of Sewer Line - It shall be the responsibility of the Contractor to remove all internal debris out of the sewer lines and flush the sewer lines clean, disposing of debris off -site. Debris is not to be washed downstream 'into other sewers. All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at no additional cost to the City. It is the responsibility of the Contractor to secure a legal dump site for the disposal of this material. All materials shall be removed from the site no less often than at the end of each work day. All cost for the above -described work shall be paid for by the price bid per linear foot for Cl-earnng and Television Inspection. 5. Inspection of Pipelines - Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed Li circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post -Construction Television Inspection of Sanitary Sewer Lines". E. INSTALLATION OF THE RESIN IMPREGNATED TUBE: lj1. The Contractor shall designate a location where the uncured resin in the original containers and the unimpregnated fiber -felt tube will be vacuum impregnated prior to installation. The Contractor shall allow the Owner to inspect the materials and "wet- LIprocedure. A resin and catalyst system compatible with requirements of this method shall be used. The quantities of the liquid thermosetting materials shall be per manufacturer's standards to provide the wall thickness specified. All felt shall be impregnated under vacuum. 2. The wet -out fiber felt tube shall be installed through an existing manhole or other approved access by means of an inversion process and the application of a {J hydrostatichead sufficient to fully extend it to the next designated manhole. The impregnated tube shall generally be inserted into the vertical inversion standpipe Q with the impermeable plastic membrane side out. At the lower end of the inversion standpipe, the felt tube shall be turned inside out and attached to the standpipe so that a leak -proof seal is created. The inversion head will be adjusted to be of sufficient height to cause the impregnated tube to invert from manhole to manhole and hold the tube tight to the pipe wall and produce dimples at the side connections. A lubricant, if used, shall be as approved by manufacturer's standards. Manufacturer's standards shall be closely followed during the elevated temperature curing so as not to over -stress the felt fiber and cause damage or failure prior to cure. In certain cases, the Contractor may elect to use a top inversion. 3. Curing: After inversion is complete, the Contractor shall supply a suitable heat source and water or steam recirculation equipment. The equipment shall be capable of delivering hot water or steam throughout the section by means of a pre - strung hose, which has been perforated per manufacturer's recommendations, to 12101/98 AS C-5 0 PART DA - ADDITIONAL SPECIAL CONDITIONS uniformly raise the water temperature above the temperature required to effect a cure of the resin. This temperature shall be determined by the resin/catalyst system employed and shall be per manufacturer's standards. 4. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water or steam supply. Another such gauge shall be placed at the remote manholes to determine the temperatures during cure. Initial cure shall be deemed to be completed when inspection of the exposed portions of the cured -in -place pipe appear to be hard and sound. The cure period shall be of a duration recommended by the resin manufacturer, as modified for the inversion process, during which time the recirculation of the water and/or steam and cycling of the heat exchanger to maintain the temperature continues. 5. Cool -down: The Contractor shall cool the hardened cured -in -place pipe to a temperature below 100 F before relieving the static head in the inversion standpipe. Cool -down may be accomplished by introducing cool water into the inversion standpipe to replace water or steam being drained from a small hole made in the downstream end. Care shall be taken in the release of the static head so that a vacuum will not be developed that could damage the newly installed cured -in -place pipe. F. SERVICE CONNECTIONS: After the pipe has been installed, the Contractor shall reconnect the active service connections. This shall generally be done without excavation, and, in the case of non -man entry pipes, from the interior of the pipeline by means of a television camera and a cutting device that re-established them to not less than 90 percent capacity. Existing services shall be reinstated within 18 hours of installation. Should internal reinstatement not be possible, the services must be reconnected externally by excavation immediately. Service saddles acceptable to the Engineer shall be utilized. Backfill at service connections shall be cement stabilized (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. Each reconnection shall be paid for separately. Six inch sewer lines shall have service connections completed by external means. Contractor may re -connect the 6" sewer line connections by internal means in special cases with the approval of the Engineer. G. ACCEPTANCE: The finished cure -in -place pipe shall be continuous over the entire length of an inversion run between manholes and be smooth and free from substantial wrinkles, as well as defects, and improper house connections. Should any of these defects occur, the line shall be excavated, repaired and/or replaced and complete restoration made to the satisfaction of the City at no additional cost. The watertightness of the pipe shall be tested for leaks under a positive head during cure with allowances being made for end leakage and temperature effects. H. CLEAN-UP: Upon acceptance of the installation work and testing, the Contractor shall restore the project area affected by his operations to original or better conditions. PATENTS: The Contractor shall warrant and save harmless the City and all of its officers, agents, and employees against all claims for patent infringement and any loss thereof. 12101/98 ASC-6 0 PART DA - ADDITIONAL SPECIAL CONDITIONS J. SPECIAL NOTES: The Contractor shall be liable for damages to the homes or basements from backups which may result during the installation of new pipe. DK. MEASUREMENT AND PAYMENT: 0 £ 0 0 Cured -in -Place Pipe (CIPP) Installation: CIPP installation will be measured for payment by the linear foot of CIPP actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnection: Payment will be made for the quantities measured at the unit price per each listed in the bid proposal. Payment shall include all labor, materials, and the lateral connection, including all necessary pipe and fittings to connect the existing service line. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Television Inspection and Cleaning: Special Condition for Post -Construction QTelevision Inspection applies. 0 0 D 0 0 [Ii 0 0 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre -Construction Television Inspection of Sanitary Sewer. 5. By -Pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for the inversion of the resin - impregnated tube. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to the pipe reconstruction item. 6. Point Repairs: Point repairs shall be made before or after a cured -in -place pipe installation at the Contractor's option. Point repairs shall be conducted only if mutually agreed to by the Department of Engineering and the Contractor prior to acceptance of the line for reconstruction. Before any excavation is done for any purpose, it will be the responsibility of the Contractor to check with various utility companies and determine the location of their facilities. Point repairs shall be measured and paid for by the linear foot for the appropriate depth of cut. Payment shall include all labor, material and equipment for pipe replacement according to standards. 7. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, temporary service costs, etc., shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. DA -2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: U 12/01/98 El ASC-7 ii PART DA - ADDITIONAL SPECIAL CONDITIONS 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 approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchiess Replacement Systems, (TRS System), Calgary, Canada. Refer to INSTRUCTIONS TO BIDDERS 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 static, 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 d 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. II 4. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system fi manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5. Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and 12101/98 ASC-8 I PART DA - ADDITIONAL SPECIAL CONDITIONS dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if 111 damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, fland maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. a3) Certification of workmen training for installing pipe. 4) Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: aa. Transport, handle, and store pipe and fittings as recommended by manufacturer. JJb. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, fl extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM U D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per fl ASTM 03350. The molecular weight category shall be extra high (250,000 to U 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. aa. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI LI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. U 12101/98 ASC-9 0 I PART DA - ADDITIONAL SPECIAL CONDITIONS c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR) and minimum pressure rating of the pipe shall be SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that samples of the production product meets these specifications. The certification will state that 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 stress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been p performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 0 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. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap -on -Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible. couplings shall conform to ASTM 0425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per 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 portions of the service connection pole to determine final grade and invert 12101/98 ASC-1 0 0 PADDITIONAL SPECIAL ART DA - SP C L CONDITIONS Elelevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. D. PREPARATION: 1. Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or 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. LI b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 2. Line Obstructions: If pre -installation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS -CONTRACT. If the pre- p construction television inspection reveals a sag in the sewer line, the Contractbr U 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 D 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 Li absence of sewage flow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of QEngineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding El additional bedding material to bring the sag back to grade where access is 12101/98 ASC-1 1 El LI PART DA - ADDITIONAL SPECIAL CONDITIONS C 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 the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by perienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post -Construction Television Inspection of Sanitary Sewer Lines". PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. 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 needed 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 and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in -a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: L$. a [1] In u 0 0 0 LII 0 0 f 1l 0 0 0 LII 12/01/98 ASC-12 El 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 0 0 0 0 El 0 0 0 0 0 a 0 I III 0 ci 0 4. 5. 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. b. The butt -fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt -fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 600 linear feet. c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: 12/01/98 AS C-13 0 a PART DA - ADDITIONAL SPECIAL CONDITIONS a 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 internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse 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 be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: b. Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) 8 4 10 5 12 6 15 7 Post -Construction Television Inspection of New Pipe: Refer to Special Condition for Post -Construction Television Inspection of Sanitary Sewer. F. MEASUREMENT AND PAYMENT: 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre -Construction Television Inspection of Sanitary Sewer Lines. 4. 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 and size to handle all flows. All costs for 0 HI 0 [I] 0 i( Li] 0 0 a 0 0 0 12/01/98 ASC-14 11 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 0 0 0 0 by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. 0 DA -3 FOLD AND FORM PIPE: 0 A. GENERAL: Description: The Contractor shall utilize the installation of polyethylene or PVC sewer lines to restore the watertight condition of sanitary sewer lines. U B. MATERIALS: Polyethylene Liner Material: The polyethylene liner material shall be a high density polyethylene pipe compound which conforms to ASTM D-1248. The polyethylene pipe liner shall meet manufacturer's standards. The lining shall be a hard impermeable pipe which shall conform to the minimum structural standards applicable, including ASTM D-368 for 3,300 psi tensile stress, ASTM D-638 for 4,500 psi for flexural stress, and ASTM D-790 for 145,000 psi for modules of elasticity. The finished liner shall incorporate materials which will withstand the corrosive effects of normal sewage. The Contractor shall provide a written guarantee of his compliance with these standards. The liner shall be light in color to facilitate closed circuit television inspection. 2. Polyvinyl Chloride (PVC) Liner Material: Polyvinyl pipe .shall conform to ASTM D3034. The PVC compound used for the folded pipe shall conform to ASTM O1784 classification 12334-B, 12344B or 12454B or C. Compounds that have different cell classifications which are superior to those of the specified compounds are also acceptable. The lining shall conform to the minimum structural standards applicable including ASTM D-790 for 6,000 psi flexural stress and 350,000 psi modulus of elasticity. 3. Sizing of the Liner. The liner diameter, length and wall thickness shall be appropriate for each designated location. The Contractor shall verify the actual sewer lengths and diameters in the field prior to cutting the liner to length and sizing the diameter. a. The liner shall be fabricated to a size that when installed will neatly fit the internal circumference of the sewer to be lined. Allowance for circumferential stretching of the liner during insertion shall be made as per manufacturer's standards. ASC-15 0 PART DA - ADDITIONAL SPECIAL CONDITIONS C. b. The length of liner shall be that deemed necessary by the Contractor to effectively carry out the insertion and seal the liner at the inlet and outlet points. When reformed, the hardened liner should extend from end to end of the sewer segment being lined in a continuous tight fitting watertight pipe - within -a -pipe. c. The wall thickness of the folded pipe liner shall conform to the design criteria of the manufacturer or the licensee; however, the minimum wall thickness shall conform to the following table: Existing Pipe I.D. Minimum Wall inches Thickness (inches) 6 0.236 8 0.265 10 0.331 12 0.392 EXECUTION: 1. General: Liner installation shall be accomplished by pulling the liner through the existing sanitary sewer pipeline utilizing a power winch and steel cable with an appropriate pulling head at the end of the liner. Rounding of the liner shall be accomplished by utilizing a heat source such as water or steam with a rounding device to reform the folded pipe into a hard, impermeable round pipe. 2. Preliminary Cleaning and Inspection: HI 0 0 0 0 0 0 0 a. Prior to any lining of designated sanitary sewer line segments, the Contractor shall remove internal deposits as necessary to assure proper Jiner installation. b. Inspection of pipelines shall be performed by experienced personnel trained II in locating breaks, obstacles, and service connections by closed circuit television. The interior of the pipeline shall be carefully inspected to determine the location and extent of any structural failures, which may prevent proper installation of lining materials into the pipelines and location of service laterals. c. It shall be the responsibility of the Contractor to clear the line of obstructions such as solids, roots, dropped joints, protruding branch connections or broken pipe that will prevent the insertion of the liner. If inspection reveals an obstruction not indicated in these specifications that cannot be removed by conventional cleaning equipment, then the Contractor shall notify the Engineer. The Engineer may authorize an excavation in order to remove (� such obstruction. �] 3. Documentation: Special Conditions for Pre- and Post -Construction Television inspection apply. 4. Flow Bypassing: The Contractor, when required, shall provide for the transfer of flow around the section or sections of pipe that are to be lined. The bypass shall be made by diversion of the flow at an existing upstream access point and pumping the 12101/98 ASC-1 6 LII L�1 PART DA - ADDITIONAL SPECIAL CONDITIONS flow Into a downstream access point or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The proposed bypassing system shall be approved in advance by the Owner. All costs of flow bypassing shall be considered incidental to cost of rehabilitating the pipe. 5. Notification of the Public: The Contractor shall notify all Property Owners affected by the liner installation work at least 48 hours prior to commencement of the work which will temporarily plug the sanitary services of the Property Owners connected to the sewer line segment being lined. Notification shall be by written notice and, when possible, shall be verbal, also. Customer complaints during installation shall be resolved by the Contractor. 6. Liner Installation: a. The liner shall be inserted into the existing sewer line with a power winch and steel cable connected to the end of the liner by use of an appropriate pulling head. A second pulling head may be attached to the other end of the liner for attachment of a tag line to pull the liner back out of the sewer line, if necessary. Precautions should be taken during insertion to protect the liner LI pipes to prevent scoring the outside of the liner as it is being pulled into the sewer. Elb. "O" Prior to reforming the liner, Ring gaskets shall be installed on the liner at each manhole connection. c. After insertion is completed, the installer shall supply a suitable heat/pressure source and water recirculation equipment. The equipment iiuniformly shall be capable of delivering water/pressure throughout the section to raise the water temperature above the temperature required to reform the liner. d. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. fl e. The installer shall cool the liner to a temperature below 100 F before j relieving the reforming pressure. Cool down may be accomplished by the introduction of cool water or other approved method into the recirculation network. f. The finished lining shall be continuous over the entire length of an insertion run and be free from visual defects such as foreign iri lusions and pinholes. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside of the lined pipe. Any defects which will affect, in the foreseeable future, or warranty period, the integrity or strength of the linings, shall be repaired at the Contractor's expense, in a manner mutually agreed by the Owner and the Contractor. El7. Completion of Lining: a. After the liner has been reformed, the Contractor shall reconnect the existing active service connections. This shall be done from the interior of the 12101/98 AS C-17 0 PART DA - ADDITIONAL SPECIAL CONDITIONS pipeline by means of a television camera and a cutting device that re- establishes their operability or by excavation. Any bypass pumping that is required shall be provided at no additional cost for sewer lines where lining is being performed. Service interruptions to any homes tributary to this sewer line shall not exceed 18 hours, Connection of the service lateral by excavation shall be made with a Neoprene Gasket Saddle which inserts into the lined pipe for a watertight fit. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. b. Excavation pits for externally reinstated service laterals shall remain open for 24 hours after reinstatement of the service. The Contractor shall be responsible for verifying that shrinkage of the polyethylene sewer liner has not occurred. c. The water tightness of the liner shall be gauged while the liner is curing, and under a positive head. After the work is completed, the Contractor will provide the Owner with a video tape showing both the before lined and after lined conditions, including the restored connections. Upon completion of the installation work after required testing indicates the lining is acceptable, the Contractor shall reinstate the project area affected by his operations and perform any surface restoration in accordance with these Specifications. 8. Special Notes: The installer shall be liable for damages to the homes or basement from backups which may result during the installation of the liner. Installer will be allowed to open clean outs. D. MEASUREMENT AND PAYMENT: El Liner Installation: Liner installation will be measured for.paymentby the linear foot of liner actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. El 12/01/98 2. Service Reconnection: Payment will be made for the quantities measured at the unit price per each Jisted in the bid proposal. Payment shall include all labor, materials, Q and the lateral connection, including all necessary pipe and fittings to connect the existing service line. Payment shall not include pavement replacement, which if required, shall be paid separately. a 3. Television Inspection and Cleaning: Special Conditions for Pre- and Post - Construction Television Inspection apply. fl 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Cleaning and Television Inspection of Sanitary Sewer Lines. El ASC-18 n R! 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 0 0 El a 0 0 0 0 0 0 I 0 I f. The finished lining shall be continuous over the entire length of an insertion run and be free from visual defects such as foreign inclusions and pinholes. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside of the lined pipe. Any defects which will affect, in the foreseeable future, or warranty period, the integrity or strength of the linings, shall be repaired at the Contractor's expense, in a manner mutually agreed by the Owner and the Contractor. ci7. Completion of Lining: a. After the liner has been reformed, the Contractor shall reconnect the existing active service connections. This shall be done from the interior of the 12101198 ASC-1 7 flow Into a downstream access point or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The proposed bypassing system shall be approved in advance by the Owner. All costs of flow bypassing shall be considered incidental to cost of rehabilitating the pipe. 5. Notification of the Public: The Contractor shall notify all Property Owners affected by the liner installation work at least 48 hours prior to commencement of the work which will temporarily plug the sanitary services of the Property Owners connected to the sewer line segment being lined. Notification shall be by written notice and, when possible, shall be verbal, also. Customer complaints during installation shall be resolved by the Contractor. 6. Liner Installation: a. The liner shall be inserted into the existing sewer line with a power winch and steel cable connected to the end of the liner by use of an appropriate pulling head. A second pulling head may be attached to the other end of the liner for attachment of a tag line to pull the liner back out of the sewer line, if necessary. Precautions should be taken during insertion to protect the liner pipes to prevent scoring the outside of the liner as it is being pulled into the sewer. b. Prior to reforming the liner, "O" Ring gaskets shall be installed on the liner at each manhole connection. c. After insertion is completed, the installer shall supply a suitable heat/pressure source and water recirculation equipment. The equipment shall be capable of delivering water/pressure throughout the section to uniformly raise the water temperature above the temperature required to reform the liner. d. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. e. The installer shall cool the liner to a temperature below 100 F before relieving the reforming pressure. Cool down may be accomplished by the introduction of cool water or other approved method into the recirculation network. 0 PART DA - ADDITIONAL SPECIAL CONDITIONS pipeline by means of a television camera and a cutting device that re- establishes their operability or by excavation. Any bypass pumping that is required shall be provided at no additional cost for sewer lines where lining is being performed. Service interruptions to any homes tributary to this sewer line shall not exceed 18 hours. Connection of the service lateral by excavation shall be made with a Neoprene Gasket Saddle which inserts into the lined pipe for a watertight fit. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. b. Excavation pits for externally reinstated service laterals shall remain open for 24 hours after reinstatement of the service. The Contractor shall be responsible for verifying that shrinkage of the polyethylene sewer liner has not occurred. c. The water tightness of the liner shall be gauged while the liner is curing, and under a positive head. After the work is completed, the Contractor will provide the Owner with a video tape showing both the before lined and after lined conditions, including the restored connections. Upon completion of the installation work after required testing indicates the lining is acceptable, the Contractor shall reinstate the project area affected by his operations and perform any surface restoration in accordance with these Specifications. 8. Special Notes: The installer shall be liable for damages to the homes or basement from backups which may result during the installation of the liner. Installer will be allowed to open clean outs. D. MEASUREMENT AND PAYMENT: II 1. Liner Installation: Liner installation will be measured for -payment by the linear foot of liner actually installed in the various diameters .of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. El 12101/98 2. Service Reconnection: Payment will be made for the quantities measured at the unit price per each listed in the bid proposal. Payment shall include all labor, materials, Q and the lateral connection, including all necessary pipe and fittings to connect the existing service line. Payment shall not include pavement replacement, which if required, shall be paid separately. (� 3: Television Inspection and Cleaning: Special Conditions for Pre- and Post - Construction (� Television Inspection apply. 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Cleaning and Television Inspection of Sanitary Sewer Lines. 0 ASC-18 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 5. 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 and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to the pipe reconstruction item. 6. Point Repairs: Point repairs shall be made before or after liner installation at the Contractor's option. Point repairs are available for payment only if mutually agreed by the Department of Engineering and the Contractor prior to acceptance of the line for reconstruction. Before any excavation is done for any purpose, it will be the responsibility of the Contractor to check with various utility companies and determine the location of their facilities. Point repairs shall be measured and paid for by the linear foot for the appropriate depth of cut. Payment shall include all labor, materials, and equipment for pipe replacement according to FWWD standards. fl 7. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, U temporary service costs, etc., shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work fl resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. aDA -5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: a 0 0 0 0 0 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort. Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. B. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. ab. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified. ain the General Contract Documents. 12101/98 AS C-19 0 0 PART DA -ADDITIONAL SPECIAL CONDITIONS 0 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. o C. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 Cu. ft. of cement to 3 Cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION 2. 3 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. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2 -inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and ill it I'll 0 0 it 0 D 0 I 0 0 0 is 12101/98 ASC-20 C 0 PART DA - ADDITIONAL SPECIAL CONDITIONS furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. Uc. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. 4. Installation of Carrier Pipe in Casing: Ela. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over -belling the pipe while installing it through fl the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. fl 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 Q backfill material will not be required unless specified on the plans and specified by the Engineer. n e. Closure of the casing after the pipe has been installed shall be plugged at U the ends of the casing as shown on the drawings or as required by the Engineer. 5. 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. When a casing pipe is not designated on the drawings, the contractor shall Q 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. Q 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. El6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than a 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. 12/01/98 AS C-21 a Ii PART DA - ADDITIONAL SPECIAL CONDITIONS 0 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. 0 c. Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA -6 PRIVATE SECTOR REPAIRS: A. GENERAL: The work covered by this item consists of furnishing all labor, material, equipment, supervision, etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point repairs on private property shall only be addressed after the Contractor has received written permission from the property owner to do the work. A blank Right -of -Entry Agreement form to be completed by the Contractor and the individual property owners is included at the end of this section. The Contractor shall keep a record copy of all Right -of -Entry forms obtained and have it on hand at all times during construction. A The street addresses and approximate location of service line repairs are shown in Table _ and the Field Survey Forms in Attachment . It shall be the Contractors responsibility to accurately field locate the exact point of repair. MATERIALS: The pipe replacement material shall be gasketed joint, gravity PVC sewer pipe (ASTM D- 3034, SDR 26) and have a minimum cell classification of 12454 A or B as defined in ASTM D-1784. Installation shall be in strict compliance with the manufacturer, recommendations and the Uni-Bell Plastic Pipe Association. The method of jointing the ends of the replaced pipe with the existing pipe shall be water tight. EXECUTION: 0 I HI 0 0 0 LII Lii 0 L I a 12101/98 AS C-22 El PART DA - ADDITIONAL SPECIAL CONDITIONS After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shall be three (3) feet. All work shall be performed by a licensed plumber. Determine whether additional lengths of line beyond "minimum length" criteria need replacement. Report need for additional replacement to City and obtain approval before proceeding. 2. The Contractor shall excavate, shape the bottom of the trench and place the required pipe bedding so that the grade of the replaced pipe matches the existing service line grade. 3. Numerous service line point repairs along with lateral line point repair's and obstruction removals are located in areas which in many instances will require the removal of existing landscaping, structures, sidewalks, driveways, etc. Items removed or disturbed shall replaced or restored to original conditions or better. 4. Removal of Debris: Excess excavated material and debris are to be removed from the work site daily. Cost of hauling excess excavation and debris is to be included in the price bid for "Service Line Point Repair". 5. Roof and Yard Drains: At the locations indicated in Table of the Attachments. The Contractor shall disconnect roof and yard drains from the sanitary sewer service line. For yard drains, the Contractor shall excavate and remove the drain from the yard and .plug the line at the property line. For roof drains, the Contractor shall remove the downspout from the drain line and plug the line to prevent inflow. In addition, the Contractor shall install an elbow fitting at the bottom of the downspout to direct runoff, away from the building, and a concrete splash pad to prevent erosion. 6. Disconnected Service Lines: At the locations indicated in Table of Attachments to the Special Contract Documents, the Contractor shall remove the service line no longer in use by excavating at the property line and plugging the service line. 7. Abandonment of Point Repair: If a pipe is exposed and found in good condition, not requiring a point repair, notify City Engineer who will record abandonment of point repair. Backfill the excavation, replace pavement or sidewalk and repair and seed or sod unpaved areas. 8. Cleanout Repair: The Contractor shall make appropriate repairs to cleanouts as indicated in Table — and as shown on the PLANS. All cleanout repair work shall be performed by a licensed plumber. a. General This special condition describes the repair of sanitary sewer cleanouts located on private property as designated on the I/1 Elimination Repair plans. Repair of the cleanouts shall consist of replacing defective cleanout caps or installing new caps where none exist, such that inflow is eliminated. There ASC-23 11 PART -DA - ADDITIONAL SPECIAL CONDITIONS D. will be no repairs made to the existing cleanouts that require excavation, other than what is required to expose the top of the cleanout so that the new caps can be installed. b. Materials Replacement cleanout caps shall be Dal -Caps as manufactured by Dallas Specialty & Mfg. Company, or equal. The rubber caps are held down by stainless steel clamps. c. Excavation 1) The Contractor shall submit shop drawings on all materials and equipment to be installed. 2) The Contractor is responsible for obtaining right of entry from the property owners prior to performing any work. Property owners should be notified 48 hours in advance of any work on their property. 3) The Contractor shall restore any disturbed surface to its original or better condition at no separate pay. MEASUREMENT AND PAYMENT: 1. Payment for service line point repair shall be on a unit price basis for each repair performed on all sizes of service lines for the respective depths. The minimum length of service line point repair shall be three (3) feet. No separate pay if the work is done within the limits of a service line reconnect as defined in Special Condition, D-53, "Sanitary Sewer Services". 2. Measurements for extra length repair is on a linear foot basis for repairs in excess of the minimum 3 foot replacement length. 3. All pipe fittings, adapters, concrete collars, bedding, and removal and replacements of grass sodding required shall be considered incidental to service line point repair. 4. If no pay item is included for any work required to properly complete a service line point repair as specified, the cost to perform said work, including any required removal and replacement of materials, shall be considered incidental to the service line point repair. 5. Depth of Bury is to be measured from Natural Ground Level to the Flow Line of the Sanitary Sewer Service Line at the Point of Replacement. The minimum trench width shall be 3'-0". 6. All excavation, backfill, removal and replacement of grass sodding and landscaping, plugs, fittings, and splash pads shall be considered incidental to removal of yard drains, disconnecting roof drains and plugging disconnected service lines. 7. No separate payment will be made for the Contractor to obtain written permission to enter private property. Ti ill II 12101/98 AS C-24 0 PART DA - ADDITIONAL SPECIAL CONDITIONS LI8. Payment will be made for Abandonment of Point Repairs at the Contract Unit Price for Excavation and Backfill Abandoned Point Repairs. 9. Payment shall be made at the Contract Unit Price for each sanitary sewer cleanout successfully repaired. Payment shall be full compensation for all materials, Qequipment, and labor required to perform the work. DA -7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: [] A. GENERAL: 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA -12 and DA -13) and the Manufacturers recommendations and specifications. 2. Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining flprocess shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: 1. Scope: This section governs the materials required for completion of protective coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as a manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. fl3. Specialty Cement (if required for leveling or filling): The specialty cement -based coating material shall be either Quadex QM -1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application fl to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Standard Long Term Value Tensile Strength ASTM D-638 5,000 psi 12/01/98 ASC-25 a I PART DA - ADDITIONAL SPECIAL CONDITIONS Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 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. C. EXECUTION: 1. 2. 3 General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: it I 0 0 I 0 I a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. a Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. 0 b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. Ij 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to 12101/98 ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS 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 El application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for fl watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM -TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Upit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The a 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. 0 DA -12 INTERIOR MANHOLE COATING - SPRAY WALL 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 on the Manhole Rehabilitation Schedule, listed in Part I. Interior manhole coating shall meet the requirements of this Section or of Section DA -10, DA -1 1, DA -13, or DA -14. 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 Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement -based coating material 12/01/98 ASC-27 0 PART DA - ADDITIONAL SPECIAL CONDITIONS (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. C. 2. 3. 4. 5. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement The specialty cement -based coating material shall be either Quadex QM -1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the'physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Mixing and Handling . tgnrinrri ASTM D-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10,000 psi . 550,000 psi Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. 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. 12/01/98 AS C-28 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 0 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. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and • matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. ElI3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM -1s or Reliner MSP) smooth surface for the urethane El coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. EJ 5) Coat trough area with specialty cement product (Quadex QM -1s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be by performed the Contractor after operations are complete in accordance with Section DA -1 8. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and a 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: A. GENERAL 12/01/98 ASC-29 El 0 PART DA - ADDITIONAL SPECIAL CONDITIONS n 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. 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 Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement -based coating material (Quadex QM -1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating Raven Ultra High -Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement 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 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. 11 12/01/98 ASC-30 I PART DA - ADDITIONAL SPECIAL CONDITIONS [I 0 0 0 II I 0 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the 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. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule listed in Part I. The interior coating shall be applied to a the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. U 1) The surface preparation shall comply with the requirements of Section DA -9, SURFACE PREPARATION FOR MANHOLE RESTORATION. U 2) Apply a minimum of one-half (1/2) inch specialty cement -based product (Quadex QM -1s or Reliner MSP) smooth surface for the urethane coating material. El3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall a 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. El 12/01/98 AS C-31 U ICI PART DA - ADDITIONAL SPECIAL CONDITIONS 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be 0 repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. 0 b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA -18 — VACUUM TESTING OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. 0 DA -21 REPLACEMENT OF CONCRETE CURB AND GUTTER: 0 Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S -S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul -off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. 0 Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA -22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: 12/01/98 ASC-32 PART DA - ADDITIONAL SPECIAL CONDITIONS Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: The reinforced concrete pavement surfaces shall be 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 removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. 8. Clean up job site, removing all debris. 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. 12101/98 ASC-34 El ii PART DA - ADDITIONAL SPECIAL CONDITIONS LII a 0 0 ii Eli n Lii 0 II 0 I 0 0 0 This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S -S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA -28 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 Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA -32 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: 0 12/01/98 ASC-33 I 0 if 0 TABLE OF CONTENTS 0 El Material Specifications a 0 it 11 0 0 G 0 0 I 0 0 SECTION El - MATERIAL SPECIFICATIONS JANUARY 1, 1978 I SECTION E - SPECIFICATIONS JANUARY 1, 1978 a All materials, construction methods and procedures used in this project shall conform to Sections El, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). ri U Sections El, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. UINDEX 0 El MATERIALS SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS 0 E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows:) c.Additional backfill requirements when approved for use in streets: (1)Type B Backfill (c)Maximum plastic index (PI) shall be 8. fl (2)Type C Backfill Li (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. fl (b) Material meeting requirements and having a PI of 9 or more shall be considered for U use only with mechanical compaction. El -2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall remain unchanged). (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. U (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. D E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.l. where the "95% modified Proctor density" shall remain unchanged). Q 0 U U 0 U [J A. GENERAL I I I 7 I I 0 I I 0 0 I 0 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT TECHNICAL SPECIFICATION FOR MANHOLE JOINT SEALING This specification covers a cold -applied performed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections. It governs all manholes, vaults, etc., constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring gasket, and shall require a bitumastic joint sealant in all joints as per Figure M attached. B. MATERIALS This sealant shall be preformed and trowelable bitumastic as manufactured by Kent -Seal, Ram- Nek, E -Z Stick or equal. The joint sealer shall be supplied in either extruded rope -form of suitable cross-sectional area or flat tape form and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a performed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. C. INSTALLATION OF JOINT SEALANT Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective paper wrapper shall remain on the joint sealant until immediately prior to placement of the pipe in the trench. After removal of the protective paper wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on MJS-1 I I bitumastic joint sealer. Manhole frames and covers shall be McKinley, y, Type N, with indented top design, or equal, with pick slots. 1. Frames, unless otherwise shown on the drawings, shall rest on two (2) rows (inside and outside) of bitumastic joint sealer. 2. Grade adjustment rings shall also rest on two (2) rows of bitumastic joint sealant. D. SEALING AND/OR ADJUSTING EXISTING MANHOLES Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. 1. Remove manhole frame from the manhole structure and observe the condition of the frame. The existing frame shall be used wherever possible. Any existing frame shall be used wherever possible. Any frame that is not suitable for use as determined by the Engineer shall be replaced. Separate and observe the condition of the grade adjustment LIrings. If the grade rings are loose, deteriorated, broken, or show structural defects, replace them in accordance with these specifications. Replace adjustments that are constructed of brick, block, or materials other than precast concrete with precast concrete rings, or where necessary, and approved by the Engineer, a precast flattop section. Precast concrete rings, or a precast concrete flattop section will be the only adjustments allowed. Elwalls 2. In brick or block manholes where it is difficult to determine where grade adjustments and meet, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade adjustments or manhole frame. Existing brickwork, which is structurally satisfactory, if damaged by the Contractor, shall be replaced at the Contractor's expense. - 3. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose aan debris. Coat exposed manhole surfaces with an approved bonding agent followed with application of a quick setting hydraulic cement to provide a smooth working surface. 4. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. fl 5. Joint surfaces between the frame, adjustment rings and cone section shall be free of dirt, stones and voids to ensure a watertight seal. Please a flexible gasket joint material in a MJS-2 I 0 two concentric rings along the inside and outside edge of each joint, or use trowelable 9 9 material in lieu of preformed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. Not 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. 6. 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 casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made LI to assure a proper final grade elevation. fl Q 7. Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than (1) inch or less than one half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the stop of manhole casting for not less than three (3) Qfeet 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 regraded near the amanhole. 8. 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. E. MEASUREMENT AND PAYMENT The price bid for new manhole installations shall include the cost of joint sealing and payment will be made from the appropriate Bid Item(s). For existing manhole adjustment and/or sealing, the cost of sealing shall be included in the appropriate bid item and payment will be made for these items. I 0 I 0 MJS-3 0 0 PART F - SRF FUND DOCUMENTS TWDB CONTRACT CONDITIONS PRIVITY OF CONTRACT. ElThis 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 u perform the functions of such Administrator, or the authorized representative thereof. U FINAL PAYMENT. The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. ElREVIEW 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, afl 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 Q Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the project. The Contractor shall obtain the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. fl ARCHEOLOGICAL DISCOVERIES. Li 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 u or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. 0 a Al -1 0 I 0 0 0 0 0 0 0 0 If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. ENDANGERED SPECIES. No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TWDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. LAWS TO BE OBSERVED. Q In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with a and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. HAZARDOUS MATERIALS. ElMaterials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. ElIf 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 a hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of ahazardous materials on sites owned or controlled by the Owner. 0 0 Al -2 I 0 0 0 0 I 0 EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or national origin. (3) The Contractor will send to each labor union or representative of workers with which ll he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the III a 0 I 0 I 0 I Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employees. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S. C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by Law. (7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or 0 Al -3 0 it I 0 0 0 0 0 0 0 0 0 0 I I 0 0 0 purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting 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 Register 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. 0 Al -4 0 0 S.R.F. 1. The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. 1.1 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 0 0 0 0 0 0 0 I 0 0 0 0 0 0 ii 0 0 0 0 0 0 0 0 0 0 0 0 0 II II 0 It CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OFif(&fl+ BEFORE ME1i`UPO , a Notary Public duly commissioned and qualified in and for th came and appeared in the State of Texas as represented byS1 2 -4i @©1 .- aL+ f (a1'(a1'fl the corporation's , who declares he/she is authorized to represent c 41U2cY')) (rK. pursuant to provisions of a resolution adopted by said corporation on the day of , 1 (a duly certified copy of such resolution is attached to and is hereby m a part document). as presentative of � Tj r l( decla s that assures the Texas Water Development Board that it will construct (o (dhr} 2- project at ' , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this 3 day of 199q AD u ` TANYA MRO °_� a� NOTARY PUBLIC '* State of Texas `r` V.Ofr02-200 " My Commission expires EliA3-1 MAY -20-98 WED 04:57 PM CAPITOL SERVICES FAX NO, 18008512087 Toe'*Rtr of Taus 4rrrrtarf 4tntt CERTIFICATE OF INCORPORATION OF J E R FISH CONSTRUCTION, INC. CHARTER NUMBER 01491304 . THE UNDERSIGNED, AS SECRETARY OF STATE OF THE STATE OF TEXAS, P. 02/02 HEREBY CERTIFIES THAT THE ATTACHED ARTICLES OF INCORPORATION FOR THE ABOVE NAMED CORPORATION HAVE SEEN RECEIVED IN THIS OFFICE AND ARE FOUND TO CONFORM TO LAW. ACCORDINGLY, THE UNDERSIGNED, AS SECRETARY OF STATE, AND BY VIRTUE OF THE AUTHORITY VESTED IN THE SECRETARY BY LAW, HEREi3Y ISSUES THIS CERTIFICATE OF INCORPORATION. ISSUANCE OF THIS CERTIFICATE OF INCORPORATION DOES NOT AUTHORIZE THE USE OF A CORPORATE NAME IN THIS STATE IN VIOLATION OF THE RIGHTS OF ANOTHER UNDER THE FEDERAL TRADEMARK ACT OF 1946, THE TEXAS TRADEMARK LAW, THE ASSUMED BUSINESS OR PROFESSIONAL NAt1E ACT OR THE COMMON LAW. DATED MAY 20, 1998 EFFECTIVE MAY 20, 1998 k> J A erto R. Gonzales, Secretary of State u m Ii 0 0 Ill 0 u 0 0 I 0 I n C C 0 I CONTRACTOR'S ACT OF ASSURANCE RESOLUTION Name I hereby certify that it was RESOLVED by a quorum of the directors of the I ., / r ► _ TT�� Name of Corporation' meeting on the day of Z�/ , 19 , that be, and hereby is authorized to act on behalf of�� Name of Corporation as its representative, in all business transactions conducted in the State of Texas,' and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in 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 / 3 day of , 199 (seal) 0 A4-1 CERTIFICATION BY CONTRACTOR OF LABOR STANDARDS COMPLIANCE In accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate. Date Estimate Number: for period to Name of Project Location Contract Number Date of Contract Awarded State Revolving Fund Loan Number I hereby certify that all of the contract requirements as specified under the labor standards have been complied with by: as principal contractor and by each subcontractor (Name of Contractor) employing mechanics or laborers at the site of the work, or there is a substantial dispute with respect to the required provisions. Name of Contractor / Subcontractor Signature and Title Notes: 1. This certification may be placed on the estimate or on a separate sheet attached to the estimate. 2. The Texas Water Development Board shall, prior to approving a voucher, satisfy itself that copies of these certificates are on file with the owner. H A5-1 LI u CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH DatLI e_ NAME OF PROJECT: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6, UNIT 2 [1 PROJECT NUMBER: PS46-070460410280 1 0 0 0 III 0 0 u n 0 0 0 I I IS TO CERTIFY THAT: J&R FISH CONSTRUCTION, INC. is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance (Public Ea. Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ Blasting Ea. Occurrence: $ Collapse of Building or structures adjacent to Ea. Occurrence: $ excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Contractual Liability Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency Fort Worth Agent By Address Title 0 7 J it 0 ci 0 0 0 0 I 0 it 0 Q Q 0 0 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410280 J&R FISH CONSTRUCTION, INC. CO TOR By: Title Date STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared known to me be the person whose name isssubcribedto the foregoing instrument, and ac to me that he executed the same as the act and deed of 1 '4i4" (1eis r'ud iBn, for the purpose and consideration therein expressed and in the capacity therein stated. . I GIVEN UNDER YIAND AND SEAL OF OFFICE this 15 day of I.t-c 19 9'�Notaroublic in and for thTexas TA RAY RMl C011tP1i, �TOXas �' x'02-2001 PERFORMANCE BOND No. KO- 6157336 THE STATE OF TEXAS § COUNTY OF TARRANT S KNOW ALL MEN BY THESE PRESENTS: That we (1) J&R Fish Construction, Inca (2)Corporation of TEXAS, hereinafter call Principal, and (3)Indemnity Insurance Company of North America a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: NINETY-SIX THOUSAND ONE HUNDRED TWELVE AND NO/100... ($96,112.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. n THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the of 1999 a copy of which is hereto attached and made a part hereof, for the construction of: JUN 2 Z fl MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6, UNIT 2 designated as Project No. (s) PS46-070460410280, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". [J NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. n n F1 (SEAL) PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. N WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the _____of ,1999. ATTEST: JUN 22 1999 J&R FISH CONSTRUCTION, INC. (Principal) Secretary P C (4) BY: Title: ''\( (SEAL) 13245 C. 47 ABILINE, TX 79601 (Address) nianm ti. rr1 iwt 811 Lamar, Suite 310, Fort Worth Texas 76102 (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 \/ Witness Surety Attorney -in -Fact.. as to 811 Lamar, Suite 310, Fort Worth Texas 76102 (Address) F2 PAYMENT BOND No. KO- 6157336 THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) J&R FISH CONSTRUCTION, INC., a (2) Corporation of Texas, hereinafter call Principal, and (3) Indemnity Insurance Company of North America, a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : NINETY-SIX THOUSAND ONE HUNDRED TWELVE AND NO/100... ($96,112.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: JUN 22 1SZ),j MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1). PART 6, UNIT 2 Project No. (s) PS46-070460410280, a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. Flt) i THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed anoriginal, this the - _.. day of _ _ . .D., 1999. (Principal) Secretary J SEAL) fitness as to Pri (SEAL) U 811 Lamar. Suite 310. Fort Worth, Texas 76102 ABILINE, TX. 79601 (Address) Indem ' Insurance Company of North America Surety BY: (Attorney- - ) Martin A. Prisant (Address) 811 Lamar. Suite 310. Fort Worth. Texas 76102 (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. MAINTENANCE BOND No. KO- 6157336 THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That (1) J&R FISH CONSTRUCTION, INC. as Principal, acting herein by and through (2) JEFF SELLERS its duly authorized PRESIDENT and (3) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of the State of Pennsylvania, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of NINETY-SIX THOUSAND ONE HUNDRED TWELVE AND NO/100... ($96,112.00) 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, the Principal has entered into a certain contract with the City of Fort Worth dated, JUN the performance of the following described public work and the construction of the following described public improvements: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1). PART 6, UNIT 2 of same being referred to herein and in said contract as the Work and being designated as Project No. (s) PS46- 070460410280 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period 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 itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. F5 fl 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 Li shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. fl 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 [J original, dated A <. o[1 (Principal) Secretary (Seal) 0 Ii 0 0 0 C (Address) (SEAL) 0 a n hi n J&R FISH CONSTRUCTION. INC. BY: Titi ABILINE, TX. 79601 (Address) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA BY: (Attorney-i ) Martin A. Prisant 811 Lamar, suite 310. Fort Worth Texas 76102 (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 F ii Lii 0 0 0 Ii 0 I L I 0 ci ii £ Pnwpr of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA 827096 Attorney Bond No. KO -6157336 CIGNA Know all men by these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, a corporation of the Commonwealth of Pennsylvania,having having its principal office in the City of Philadelphia , Pennsylvania, pursuant to the following Resolution, adopted by the Board of Directors of the said Company on December 5, 1983, to wit: "RESOLVED, That pursuant to Articles 3.18 and 5.1 of the By -Laws, the following Rules shall govern the execution for the Company of bonds, undertakings, recognizances, contracts and other writings in the nature thereof (1) That the President, any Senior Vice President, any Vice President, and Assistant Vice President, or any Attorney -in -Fact, may execute for and on behalf of the Company any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof; the same to be attested when necessary by the Corporate Secretary, or any Assistant Corporate Secretary, and the seal of the Company affixed thereto; and that the President, any Senior Vice President, any Vice President or any Assistant Vice President may appoint and authorize any other Officer (elected or appointed) of the Company, ant Attorneys -In -Fact to so execute or attest to the execution of all such writings on behalf of the Company and to affix the seal of the Company thereto. (2) Any such writing executed in accordance with these Rules shall be as binding upon the Company in any case as though signed by the President and attested to by the Corporate Secretary. (3) The signature of the President, or a Senior Vice President, or a Vice President, or an Assistant Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to this Resolution, and the signature of a certifying Officer and the seal of the Company may be affixed by facsimile to any certificate of any such power, and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. (4) Such other Officers of the Company, and Attorneys -In -Fact shall have authority to certify or verify copies of this Resolution, the By -Laws of the Company, and any affidavit or record of the Company necessary to the discharge of their duties. (5) The passage of this Resolution does not revoke any earlier authority granted by Resolutions of the Board of Directors adopted on June 9, 1953, May 28, 1975, and March 23, 1977." does hereby nominate, constitute and appoint MARTIN A. PRISANT of the City of Miami, State of Florida ,each individually if there be more than one named, its true and lawful attorney -in -fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, V) contracts and other writings in the nature thereof in penalties not exceeding Five Hundred Thousand Dollars ($500,000) and the execution of such writings in apursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged by the regularly elected officers of the Company at its principal office. - to a) N � - C cD (Q O 9_a) O Z) 1. -CU a) > cD(>3 — C O N O L NO O a) U)- CU N tea) O C E -- La) 9-'- -u>' U >0 y_, L O Z col IN WITNESS WHEREOF, the said William Jungreis, Vice -President, has hereunto subscribed his name and affixed the corporate seal of the said INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 25th day of March 1999 . - INDEMNITY INSURANCE COMPANY OF NORTH AMERICA lost "a William Jungreis, Vice President COMMONWEALTH OF PENNSYLVANIA COUNTY OF PHILADELPHIA as. On This 25th day of March, A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came William Jungreis, Vice -President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding instrument is the corporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year fast above written. NOTARIAL SEAL DEBRA M. MARANO, Notary Public City of Philadelphia, Phila. County My Commission Expires Dec 20,1999 Notary Public I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect. In witness whereof, I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Corporation, this 25 day of June 19 O Aa SEAL rj lost `� Debra H. Paziora , Secretary THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER March 25, 2001 NOT VALID UNLESS PRINTED ON TEAL BACKGROUND n RS -38449d PART G - CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT § JUN 22 lyyy 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 J&R FISH CONSTRUCTION, INC. of the City of ABILENE County of and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". Li WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 6, UNIT 2 e 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 I 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 Documents and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. J F.' V Gl e J 0 I Li I I City of Fort Worth, Texas (OwnerEl ) Party of the First part BY: ASST. City Manager CW El 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. r 0 J 1 I 0 0 J&R FISH CONSTRUCTION, INC. 13245 C.R. 347 ABILENE, TX 79601 Contractor A. Douglas Rademaker, P.E. Director Department of Engineering CW ATTEST: City Secretary (Seal) WITNESSES: Approved as to Form and Legality: Gary Steinberger, Asst. City Attorney Contract Authorization Date I 0 El I 0 0 I City of Fort Worth, Texas (Owner) Party of the First part Q BY. ASST. City Manager CW 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. I I I I I 0 0 0 I J&R FISH CONSTRUCTION, INC. 13245 C.R. 347 ABILENE, TX 79601 Contractor A. Douglas Rademaker, P.E. Director Department of Engineering CW ATTEST: City Secretary (Seal) WITNESSES: Approved as to Form and Legality: Gary Steinberger, Asst. City Attorney Contract Authorization Date I J VENDOR COMPLIANCE TO STATE LAW 0 I 0 0 0 I The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non- resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders (our -of -state contractors whose corporate office or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non- resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be - percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. BIDDER: a 0 0 0 0 0 0 0 0 0 II Company City State By: (Please Print) Signature: Title: Zip (please print) 0 I 0 0 0 0 0 0 0 0 0 I 0 J 0 ci 0 DETAILS I CLEANOUT WITH BOX -S AND LID 4i _ U. STD CLEANING WYE _\ � Z FINISHED GRADE O FINISHED GRADE SEWER PIPE PLUG I U __ DIP FOR STACK I - EXISTING SERVICE LINE L \ SPECIFIED ADAPTER COUPLING I -L. 6" MIN AT BOTTOM ONLY 45BEND �/� ' \/0 \�j\//� TYPE "C" OR "8" BACKFILL // I NEW SANITARY SEWER UNE WITH STANDARD EMBEDMENT PER FIG 109 CROSS-SECTION OF SEWER AT SERVICE CONNECTION El U/ ::.. DIP TEE F7TTING El U I PLAN VIEW CHIMNEY SERVICE T T SCALE) 0 SCA ) J a al C N N N or 3/4 Ro 61' Standard •� , Curb b Gutter ;•I; •� Iz I I I- 1-� r Roadwav s I 2% Grade rvic4 �-ineMin•_ �, C '1 =' Min. atert i ght \P i ug "-If C. I . Min. Grade 1% TYPICAL SECTION Note: Embedment and backfill as required for adjacent sewer main shall be included in the price bid per sewer service complete in place. Standard Cur Gutter Secti n Service Lei ne NOTE: Tees Will Be Used On All Service Lines Constructed At Same Time As Public Sewer. Sewer service line location to he marked with red vinyl tape at least 3" wide and 10 mil thick attached to the end of the service and extending through the back - fill at the point of house service connection behind the proposed curb. SERVICE LINE DETAILS FIGURE 115 El -9 Material E2-9 Construction DI, 0 Existing surface 1-1-78 : I•' I • : :, .. : •, • • ..• I• I • . • 2Q51 ____ - . /7l/ if •% Q .11 , • •fi , : - •: .' • 4.. j • • 'i �••,• f! 2 (� kfill l l as specified O OI 6" min. dimension. 6" max. for pay purposes when bid per cubic yard. O2 6" min. dimension. Max. for pay purposes snail be 6" on mains 24" and smaller, 9" on mains 30" and' larger, when bid per cubic yard. Q3 4" min. dimension. 4" max. for pay purposes when bid per cubic yard. Q4 Class "E" 1500# concrete. CONCRETE - ENCASEMENT FIGURE II3 DETAIL E 1-7 Material E 2-7 Construction D' D UI 0 TYP. 4- - 4 Rebars TYP. use 2500 class B concrete •PVMT. PVMT. .. 2 :27 SUB BASE :• ;;' CASE 1 CASE 2 • • D CASE 1: COLLAR SHALL EXTEND TO TOP OF 2 :27 CONCRETE ( NO REBAR REQ. ) DI CASE 2 COLLAR SHALL EXTEND ii 3" BELOW BOTTOM OF LOWEST GRADE RING. ( REBAR REQ. L `.GRADE' RINU- ----L- - �RAM !NECK) SECTION A Q FIGURE 121 3.0" TYP. 4.0' A �4" CHAMFER TYP. GROUND 6" MIN. 3" MIN. ICHT VARIES 9, CONCRETE MANHOLE COLLAR DETAIL El- 20, 21 Material E2- 20, 21 Consruction I 113 0 0 U.. 0 0 0 MANHOLE FRAME AND 24"DIA. COVER, EQUAL TO McKINLEY IRON _ WORKS NO.A24AM: (REF. E2-14). TOP OF CONCRETE CONE SECTION 15" BELOW FINISH RIM ELEVATION: (REF. FIGS. 103 & 104). lyd:. j.. I i 6" MIN. GROUT •..�:�;:;.�:: • _•.. . tiJ jy"4': LI 811 MiN CLASS F(4000`l) CONC NOTE: 1, PRECAST 4'DIA. CONE WITH STANDARD 300.# MANHOLE' COVER AND RING IN LIEU OF 24"x40" SHALLOW MANHOLE(REF. FIG 106). 2. MANHOLE TO BE USED WHERE SEWER LINES ARE LESS THAN 6' DEEP. 13 SHALLOW MANHOLE PRECAST CONE 13-1-78 FIGURE 105 E1-14 MATERIAL E2-14 CONSTRUCTION Where M.H.'s are In street install two or more courses of n ick.or concrete grade rings u •ween casting and top of brick___\\ •ne, or concrete slab. Ej______ [1 - lllt _ 1l1 riUse Cast Iron Pipe to irst Joint Behind• Limit of Excavation Qo vs L !ui ZH _w' . ells rtT4-t �;1f1 it I p -y•.. onc. Col 1 ar-tpi U..ft lit Limit of -- Qxcavat ion -4 fie ll l n U Jul UHit r.irust Block to tend 6" In All erections from ?tside Diameter U Pipe U 0 • Y. V_.7 ran Tee 3" Where M.H.'s are built in streets to be paved., M.H. rim to be set to proposed paving grade —p Use standard McKinley, No. A24 AM. or Equal M.H. Frame And Cover jli f Set in Mortar H. air 4t —Ott tU - •a If Required ovide 01 to Stub Extension At :° &TanTuulof P.E. in M.N. L - C= a' I!t) L r -Slope. l"/l' —i :J: 1T •' '•. .4 ' • •Q Grouted Invert Use 4000# Concrete ;. TYPICAL SECTION STANDARD FOUR FOOT DROP ACCESS MANHOLE. F!GURE fn7 Install M.N. Step Same as in Stand3r M.H. Push -on Plug 'install Nuts Away from M.N. Wail on M.J. Fitting COR-TEN Bolts Concrete - See Standard 4' Dia. M. H. Detail Figure 103 Vertical to 3/4 Point of Pipe 4' dia. for sewer pipe up to 21" dia. 5' dia. for sewer pipe t. to 39" dia. E 1-14 Material • 'S. '•S' I- _ PRO�1LC'1NAME I'ROI LC1NC1,1() t1(l1l[itl(1('t-fl-t(1('1)1111-U(1..' - - $0DU,00U.QU Questions on this project,- call 871-8300 (II'eelctlays 7:30 a.m. - 4:3U`pi.m. . ftel'-lwurs water and sewer ellle1-f d lcieS, call 871-830U 1 • ___White _White PMS 288 (Blue) PROJECT SIGN. Fiqure.30 nnli AIQR . • -- II Scale 1'.' = 1' NO a 5A111 Oi• _4• CENTERS SO1$ wawa .ITN %I% t Sail L0' (I1101Na1 NI DITCH brat. CtM1 • "TER 9111211 ASMIALi UMPACt tar an !MIST. c"t DAN 11117 2aS Dan CLASS •A' REINPOR1tS 11r ANY 1 CONcMETi silt AIPNALT SYA•ACi N•LACENENT --� 11/=* YIN $ t— -TACK COAT (MItT `� PHALT E11lliN2 CisN1 0 $411115uw cut COMC ••J.I•• i•�•ii'•,I•.:•• i•.•.fi.•.�ti•• .�• ii tact • .t .• • .;••.. ajar CONOIIETI • •• ` ' • • • • • , ALL TATNCN SACNPILL 1NALL 099T 1It1i WS WE • • S90u.NIYENT9 too SAAOATION AU/ lip ANw 1 " •••..,• COMPACTION A$ 2NICM45 is ITtN • •�;. 001 Or III 11ANr11AS S/tC11N:A- T1)51 PO4 COMSTRYCTMHi •I4L1C • ••�' "ti NONM$ 09AT.CITT M •Oi1T .iMTN ' • • • TE*A$ ON 1ACOILL M iP900WO 1N �� StcT10Ni 11.1 ass va-s w iNR MTiN •A�.L •••; $•ECIFICaf10N1 PSN .�ATlS NMST- • N'IIST AAOIICTS PAST v"t" WTtS • • �: N•T •CITT Of MIT MDTtI•T11AS• • '. ' . A•:. MON21S IMCN.1iT NTALLATION "ilOTQ01 A • . • •.: Tire... II IoNAIWODEII8TI SASS WILL• aat•M 0111L ISISTS PU i011tMTt . gD $'I5455 CDNcnTI Sail 0 DIN.MINI Atil Tr o«AL $NOTM Sa1E TO DI Cut, t0a Sills. SPILL /1 •E•LActe as 111o. , 00 15 A SNIN1w DMOTN OI • , • SHALL N 1UT AND SALMANO As Ovis i01NCN IN TNT; SYENT NON • • WIMNIV'DD 10 VON DDiATia. ►OSVISLI a MINIMUM LAO NLICS MEIIIFORCID t"Darr DASE is WAS- K01Nf0 Or pin TO MATCH ADJACENT 511745C$N 10" WILL D/ •ESPMSPt� 111w111D• KCt1oI s 011 t+PECM10A?ISN Nt w"Nsa A N0,$- 2'2T CONCRETE MAY SE DELETED IF IS IIOiIr aT11DI0UiT HALF THE SPECIf1E0 Tq �EWt5$O I'll is ADDED To THE CLA!jV *A CONCRtTt�. i'YPICAL • SECTION TRENCH REPAIR UR7 ACE& REINFORCED cirr of foar womrm TRANIPORTATION/PUBLIC WORKS DEPT. -- E tV /NCIRfVN '1510*' tM f • ALL /21st a1M1ALT COIr121 SMALL N S1•LACiS 10 Till ORIWII" MPTN. M5isUN PAv(Y911T ON ALL M/NALT 1,51111 SHALL 01 1 ' • oo M W taH1i SuS•KS CSI*. o_McRETE CASE PLY -S -1 -TS 59',•24 IIRv11-1-?2 �L1-Il-'$I0 - ,/` 1_ = CQ 9•1[ Cl�� ®c Q CQ c == Q CQ c Q C IXIIIT CUR• EXIST H.M.AC • GUTTER SUN/ACE kMA.C NI IrliIST NM (' most CURS IUN/ACE \ • •UT TIN . �. •AM QR-� . Saw CUT ' I •• 1.21 COHCRtTK :MALL K NOTILL[0 A Nik cc •" KLOW aorTOM 0V U$1T, N.M.A.C. ►AVEMENT. ALL EXItT AS•W1< •MALL IL NtPLAcItOTOt THE OSSIHAK a 2 T 1 or /"I cIIAOEDNiu11/ACE SEDOIN• or PIPE [ TO MATCH ASIAC[NT SECTION ON SPECIFICATION 441•, WHICH[V[N 1• NONE STRNKNT. @ ON MAJOR PAOACT•.T"g PROJECT EMN1[tR OR OtNo"tR MUST tVAU1Tt THY /lJl1W1fJTH OF tri•T• S IM.A.C_ PAVtbt1I1 as TO TI.C10t•S•CONOTT101N SI AMLJTT TO TMTM$TANO CONITRUCTION LOAOMI1_ IF AP O►RU1Tt.T11t PULL WIDTH 0/ StKV c[ SHALL It REMOVED 1L IKPLAC[0 MTTN APPROPRIATE T`RKATMMT TO IX1ITIN• SAS[ On S1J•MAO[ MAT*IMAL• VM• No. C•3229 • PRIME COAT t • 2T CONCRETE TNtNCN SACK/IIL SIIILL MEET N(041RtM(Ntl FOR GRADATION AND 602COMPACTION O TTHE ITA"OMOI •PICl/ICA- TIOM• TOR CONSTRUCTION• ►U•L IC •ONKt DIPT • CITE 0/ POST WONTN TtsA/ OR SACKIILL Al SRCl/I(0 IN SIC f qNS E 1. 2 AND [%.I OI THE SPECIFICATIONS ION •ATER OtPaAT- WENT ►NOJ(CT•,IORT MOAT" WATER O(PT.CITI Or FORT WORTH. TINA• ►RO►OStD FACUJTV INSTALLATION DITCH WALL . •. 1 (t - TYPICAL H. M. A.C. �-- . ...�. 'SURFACE WITH SOIL. BASE MDT MK ASPHALTIC CONCRtTt C/rr of roar *WrAf TRAM' p r T; iN/11 NI W. RF.S DEPT. RtV••-iQ•e2 (NS14t[jw D/YIS/ Rtv-II—I—T• REV -12.10 -•O (LIST east EXISTING STREET TEMP0RARY• PAVEMENT REPAIR PAVEMENT JSHALL BE H rw CIILD MIX ASPHALT. ROLLED 2' .:MINIMUM •ssoassasaspsossoao9.o.o�a�o�soa aso�aos���osasssssasssDi�asoosss • :. ••\ L .. MIN. 6' COMPACTED / FLEX -BASE MATERIAL - - EXIST. BASE • -• .. •.:- :. ,• x EXCAVATED MATERIAL •�• i `.•~ . SHALL CONSIST OF MATERIAL •• �. :' -. : FREE OF THIN OR ELONGATED � SAND MATERIAL -• ' =•�'"-' �:. PIECES. ROCS, LUMPS OF -'' • OR GRANULAR \;. : ' :..: • _ CLAY. SO L.' LOAM DR EMBEDMENT . _ :- •. ; ::,; • .. VEGETABLE HATER, 1'-6' MAXIMUM. ..,� ... : •:...,�.; . ' • Q '-+• •` CRUSHED STONE - I cc• INCLUDED IN LINEAR FOOT BID PRICE OF PIPE EXCAVATION, BACKFILL AID PAVEMENT REPAIR =UNDER EXISTING STREETS CASE 3: EXISTING PAVED STREET TO. BE RECONSTRUCTED ' FIGURE B ' (SEWER, ALL SIZES) . (WATER: SIZES 16' & LARGER) SHEET 2 CF 2 NTS REV' MAY 2 1997 0 a APPENDIX B - EASEMENT DOCUMENTS aThree copies(in 3 -ring binders) of all the temporary right -of -entry forms and all easements (permanent and temporary construction) obtained for this project are available for examination at Li the plans desk of the Departments of Engineering. Bidders shall be provided with copies of any aeasements right -of -entry or easements upon request. The terms of all Special Provisions or Conditions for shall be applicable. The responsive low bidder(s) will be furnished with a copy of Appendix B after award of contract. Bidders shall not remove any of the three copies from the plan desk. EliA copy of each of the three (3) Txi)OT Utility Crossing Permits is included in these Specifications and Contract Documents for your review. a 0 0 £ 0 0 0 0 u 0 Q I l'uLce or rrupU LL Utility 'ty Line on Controlled Access Highway orm :082 (Rw. 9-93) pn„ious varsion(s) are obsolete.) c� ;he Texas Transportation Commission Date October 5, 1998 Oc, a District Engineer Texas Department of Transportation Fort Worth Texas Formal notice is hereby given that City Company proposes to place a " line within the ri of way of 1-30 (East F r e ewa v ) is Tarrant _ County Texas as follows: (give location, length, general design, etc.) 5 ee L- 7L713 ,i installation of 210.85 L.F. of 8" PVC Sanitary Sewer, replacing 210.85 L.F. ,An 6" VCP Sewer Line running parallel to and 4' North of the South R.O.W. of the East Freeway (I-30). From 1118to 910' west of the west R.O.W. of Beach St. Said 8" Sewer Line is within the City limits of Fort Worth. There will be Elno Texas Highway Department Pavement Cut. L' 7Lf'3 I see PIit 5he+ # o) Eland maintained on the highway right-of-way as shown on the attached drawing and it The line will be constructed of Transportation (TzDc')'I'), and x17 ordance with the rules, regulations and policies of the Texas Department overning laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and " " of compliance with all governing laws, rules, and the Federal Historic Preservation Act. Upon request by TxDOT, proof gulations will be submitted to TxDOT before commencement of construction- LL firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed tallation, and we will revegetate the project area as indicated under "Revegetation Special firm will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform raf'ic Control Devices will be installed and maintained for the duration of this installation. location and description of the proposed line and appurtenances is more fully shown by Five (51 complete- sets of drawings attached to this notice. construction of this line will begin on or after the 2nd _ day of J a n „ a r 4, ,19 99 [by signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the nditions/provisions included in this permit. f]Project Name: Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), [Dart 6 Sewer Project No. PS46-070460410280 D.O.E. No. 2055 Ikoject Manager: Tony Sholola, P.E. Wet Weather Program a -par+ (,, Ghntf3 D O,/Vo.2055 Firm City of Fort Worth By(print)_A. Douglas Rademaker, P.E. Signature ' .Lr' Title Director, Dept. of Engineering Address 1000 Throckmorton St. Fort Worth, TX 76102 Phone No. 871-6157 I I(1S2(Rex (ii.)1 I-1 (II,v(„(,. \..(:m"11.(A\I':'ROVAL ye Z c ,2- to: ('it\ of 1:o(1 Worth Permit 9 2,U -SS -34-)X n c/o Department of En;ginecring Hwy. No. I -,II u10(H)'Flirock(norlonStreet Mainlciunice.Section No.04 Fort Worh. 'Texas 7(, I 0? ('oum) : Tarrant Attn: Mr. •tong Sholola. P.E. Date: December ?. I')')S Reviewed & Issued By: G. Rodriguez 'the 'I'cxas f)epartn)ent of Transportation (T:xDOT) oilers no objection to the location on the right-of-wwa% of )our proposedref,luc•ement fln/ h" 12'Psun itar)' .sentr line ith/i 8" Pi Y' pipe as shown by accompanying drawings and notice dated Octobcr 5. 1999. except as noted below flAdditional Requirements: High structures shall nut be., disturbed during rc7,/aeenrcuL Manholes and covers she!! In? flush assn, Jhe cxisJing ground surf ace. All frees uvthi,, the• SJutr Rigd,t-of.11'nl• shall he hared, if tip root is damaged replacement of same kind and same size she/1 he required Your attention is directed to governing laws. especially to Article h(h74ww-I. Venion's Annotated Civil Statutes of Texas. pertaining to ('ontrol of Access. Access for serving (his installation shall be limited to access via (a) frontage roads where provided. (b) nearby or Uadjb2ent public roads or streets. S trails along or near llc highway right-of-way lines. connecting only to an intersecting road: front any one or all of which entn- mac be made to the outer portion of the highway right-of-way for normal service and maintenance oper.)lions. "The ( )�vmier's rights of access to the through-trtflic roadways and ramps shall be subject to the snare rules and regulations as apply to the general public except. however, if an cniergenc) situation occurs and usual mains of access for normal service operations and will not permit the immediate action required b) the Utility Owner in making emergency repairs as required for the safely and welfare of the public. the Utility Owners shall have a tentpo)at\ right of access to and from the through -traffic roadwa s and ramps as necessanv to accomplish lite required emergency repairs. provided T.xDOT is inuuedialel) notified by the Utility Owner when such repairs are initiated and :adequate provision is made b) the Utilil) Owner for convenience and safeh of highway traffic. It understood that the TxDOT does not purport. hereby. to grant au right. claim, title, or easement in or upon this highwy;n•: and -it is furher understood that the TxDOT may require the owner to relocate this line. subject to provisions of go�'erning laws. by giving D'hittj ( ,0) days iyritlen notice. You are requested to notify this office prior to commencement of any routine or periodic maintenance x►hich requires priming of trees utmlalicc. villain the highway right-of-way. so that we ntat provide specifications for the extent and methods to govern in trimming. Toping. Irce type of earls. painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway ptam ting and he:mtification. by reducing damage due to trimming. DTlte installation shall not damage any part of the highway and adequate provisions nntst be made to cause mininnun inconveniences to traffic and adjacent properowners. In the event the Owner fails to comply with any or all of the requirements as set forth herein. The D.State naay take such action as it deems appropriate to compel ccnupliance. GENERAL SPECIAL PROVISIONS: .Special Requirements for installation of Utilities on Highway Right-of-Wa\ DBackfill of Utilil) Trenches. Rey. Feb.. 1971 I ItililN ('onstntcti:m Work on .Saturdays and .Sundays for Utilil\ Installations Authorised by. utility Permit. UUtility Policy Chart. Details for Installing Underground Utilities in Vicinity ofTrees. SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resuhing from the proposed installation. ,REVEGETATION lhe project will be revegetatcd as indicated on the attachnaetat. The IJlilit) Contractor shall contact the proper ('it\ Authorities prior to construction. 01"Icasc notify G/rnis Rodriguez at (817) 370-(,5X5. linty -eight (45) hours prior to starling construction of the line in order that we fibs ("yea representative present_ Q Tcxa D artment ofTrans ortation-For orla Src cn Simmotu rP.E. strict Eimia v�(;B` D 'or: 'rnructl )istrict Ri}lu of Way Utilil) Supervisor Notice of Proposed Installation Utility Line on Non -Controlled Access Highway r -•m 1023 (Rev.9-93) ious v.sioa(s) at obsoiita.) [j]To the Texas Transportation Commission do District Engineer Texas Department of Transportation UFort Worth . Texas Date November 23, 1998 tmpany rmalnotice is hereby given that the City of Fort Worth proposes to place a 8" DIP Sanitary Sewer T.in within the right-of-way of State Hwy. 180 (Lancaster Ate.) Tarrant County, ff!_X� as follows: (give location, length, general design, etc.) An installation of approximately 467.5 L.F. of 8" sanitary sewer line, (by bore & jacc) ng parallel to and 16' south of the north R.O.W. of Lancaster Ave. (S.H. 180) from ,runni 17' west of the east R.O.W. of Hudson Ave. to 30' east of the west R.O.W. of Anna St. and an installation of 391 L.F. of 8" pipe liner inside an existing 8" sewer pipe running paralle to and 32' south of the north R.O.W. from 30' east of the west R.O.W. of Anna St. to 80' west �f the west R.O.W. of Beach St. See. P Ian SACe *c 2( - '1-0,4TaQ,q �fi;c eontro( Plan) Said 8" sewer line is within the city limits of Fort Worth. There will be approximately 50 L.F. of Texas Highway Department pavement cut for manholes, services and one joint of " PVC from the bored s sine t the 8" 1'ner. Le Line will be constructed on the hig awayright-of--way as shown on the attached drawing and in accardanca with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all verning laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and U''Federal Historic Preservation Act." Upon request by TxDOT, proof of compliance with all governing lads, rules, d rep, alations will be submitted to TxDOT before commencement of construction. [Jar firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under ` Bevegetation Special Provisions." firm will insure that traff c control measures complying with applicable portions of the Texas Manuoi of Uniform afficeontrol Devices will be installed and maintained for the duration of this installation. fe location and description of the proposed line and appurtenances is more fully shown by five (5) complete sets of drawings attached to this notice. instruction of this line will begin on or after the 2nd day of January ,19 99 B signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the ditionslprovisions included in this permit. Pro ject Name: Firm City of Fort Worth flain 390 Drainage Area Sanitary Sewer Uystem Rehabilitation & Improvements By (Print) A. Douglas Rademaker, P.E. (Group 6, Contract 1), Part 6) unit 3 ewer Project No. PS46-070460410280 Signature U "9 .O.E. No. 2055 Project Manager: Tony Sholola, P.E. Title Director, Dept. of Engineerinct Weather Program Address 1000 Throc] norton St. Fort Worth, TX 76102 ElPhone No. 817)871-6157 Form 10_: (Rev. 09-93) a (Previous Versions Obsolete) APPROVAL I 0 I 0 I 0 0 0 The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum a inconveniences to traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. TO: City of Fort Worth Department of Engineering 1000 Throckmorton Street Fort Worth, Texas 76102 c/o Mr. A. Douglas Rademaker, P.E. Permit # 220 -SS -92-99 Hwy. No. US 180 Maintenance Section No. 04 County: Tarrant Date: March 11. 1999 Reviewed & Issued By: G. Rodriguez The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-way of your proposed relocation of existing sanitary sewer line with 8" D.I.P. as shown by accompanying drawings and notice dated November 23, 1998, except as noted below. Additional Requirements: None It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. 0 0 0 0 I 0 0 C GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on Highway Right -of -Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for Installing Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated as indicated on the attachment. The Utility Contractor shall contact the proper City Authorities prior to construction. Please notify Glynis Rodriguez at (817) 370-6585, 48 hours prior to starting construction of the line in order that we may have a representative present. Texas De ment of Transportation -Fort Worth Steven . S mmons, P.E., Dis ict Enginee By erry District Right of Way Utility Supervisor I I. . . - lw•i 1JH4\t_Nh5Ff_I-I r i w NO. e9 P. 1 0 III 0 I 0 I 0 I I I In i Notice of Proposed Installation 1 of 2 Utility Line on Non -Controlled Access Highway Form 1023 (Rev.9-93) (Previous v.rsion(s) are obsolete.) To the Texas Transportation Commission c%o District Engineer Texas Department of'I5ranspoi•tation Fort Worth ,Texas. Date June 20, 1998 Formal notice is hereby given that City of Fort Worth Companyproposes to place a_ Sanitary Sewer. line within the right -of --way of T.a n.- 4ter AYen in Tarra ni, County. Texas as follows: (give location,length, ngth, general design, etc.) One line will be placed under Lancaster Ave. via boring. The %ti;s portion location will be approx. 550' North of Winston Ave. on Lancaster, applicable. -o The length of the line in State R.O.W. is Approx. 135 L.F. Pipe( material will be 42" PVC steel encased w/ 54" steel pipe. A p re✓%ors �roj manhole will be located at the. S. R.O.W. line of Lancaster at D. ��• /Yo, /��� elev. 521.0' Depth of pipe below the. roadway will be approx. 11.5'. Also, an existing 6" San. Sewer line along the S. R.O.W. L"3398 p,o.E line will be replaced wf ar, 8 line will be of ductile iron. See 3un;t._)205'f on the highway right-of-way as shown on the attached drawing The ne cons' sheets /yes ma ined and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and. the"Federal l istorie Preservation Act." Upon request by TxDOT, proof of compliance with all governing laws, rules, and regulations will be submitted to TxDOT before commencement of construction, . Our. firm will use Best Management Practices to minimize erosion and sedimentation resulting. from the F.-oposed installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." Our firm will insure that traffic control measures comp lying with applicable portions of the Texas Manual of Uniform Tr ffrc Control Devices will be installed and maintained for the duration of this installation. The location and description of the proposed line and appurtenances is more fully shown by 5 ( five) complete sets of drawings attached to this notice. 0 Construction of this line will begin on or after the 1 day of October l9 9 8 0 0 0 0 In 0 By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. Firm City of Fort Worth By (Print)_ A. Douglas Rademaker M-390. Dra;najt Area Signature _Sa n i far Sewer S s I -e, - Title Director, Department of Engineering �h•iProvemen.ts - n / Address 1000 Throckmorton Crov� �, (_.ate-.ra_Lf .�), �ar� (P set r ?ro je1/ . PSWP_U700I0Z80 Fort worth r ToY,e; 76102 dart %i a PhoneNo.(617) 763-8883 Attn: Grady Tyner D. o. No. Z 0 5 L1HNNt_NFNIJ1 'r 11.1 N:. 7 P2 of it J 0 I 0 J I 0 0 I J 0 I I 0 I . 1r.:11HP1 (tll'At'i:xr• L. r. i'rl• C)i.ltI'5 I'V. . ,...-. ..� �..... ,....... V GpnlZ n.r�ur .f F.uvauw. h. IXU0 Titrackniortan SIrcC( For( Wunh. I /r,1 o2 y/o M17r. Coll L.l..: n............M...- ,. 1.. APPROVAL Q`ftt„� S — 2Zo rs 11u•v 1Vn t'c' 1991 Maifilcn;utc-1 Sc_tion No.lta County: Tarrant Fl...: 7%5 ZofZ The Texas Department of'i'ruisportation ('1 xDO'l') oficrs no obicction to the location on the right-of-way of your proposed .12" Sanuarir Striver Line with S.J" .Bier! Casing as shown by accompanying drawings and notice dated June 20. 199S except as noted below. Requirements '!'ruffle cnratrol depieec shall he in vtricy ac-cnrdance with the Texas rtifnnital an Uniform Traffic Control Devices. Your attention is directed to governing laws. especially to Article (74w -l. Version's Annotated Civil Statutes of Tots. pertaining; to Control of Access. Access for serving this inslttttation shall be limited to access via (a) frontage roads where provided. (b) nearby or adjacent public roads or streets. 9 trails along or near the highway right.of--way lines. connecting only to an intersecting road. from any one or all of which entr may be made to file cuter portion of dic highway right-of-wny for nernial service and inahitetnnce operations. The Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except. however. if an citle1' c1icy situation occurs and usual means of access for normal service operations and will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the safety and welfare of the public. the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs. provided TxDOT is immediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic. It is cNpressty understood that flit TxDOT does not purport hereby. to grant any right, claim, title, or casement lit or upon this highway - and it is further tuidcrstood than Ole T.NDOT limy require the owner to relocate this line. subject to provisions of governing laws. by giving thirty (30) days written notice. You are requested to notify this otftcc prior to cotnnicnxntent of any routine or periodic tnaititctrance which requires priming of trees within the highway right-of-way. so that we may provide specifications for die extent and methods to govern ut trimming. topping. tree balance, type of etas, painting cuts and clean up. These specifications are intended to preserve our considerable investment hi highway planting and beautification, by reducing damage due to trimming. The itistaihation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic amid adjacent property owners. lit the cvcnt tlic Owner fails to comply milli any or all of the requirements as set forth herein. the State may take such action as it deems appropriate to compel coniplituicc. GENERAL SPECIAL PROVISIONS: Special Requirements for installation of Utilities on Highway Right -of -Way Backfill of Utility Trendies. Rev. Feb.. 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. Details for installing Underground Utilities in Vicinity of Trees. REVEGETATION SPECIAL PROVISIONS: iii order to ntatimize erosion and sedimentation resulting from the proposed installation. the proicct will be revegetated ass indicated on the attadumont. Time Utility Contractor shalt contact the proper City Authorities prior to construction. Please notify Glynis Rnrlril,,'uez ut 817-3711-6385. forty-eight (11) hours prior to starting construction of the tine in order that we may have a represemuativepresent. Tens Department ofTransponation-Fort Worth Stc%,cn inmions,P.>r. ri " inccr 1 f=or: Glynis .Rodriguez. Right of Way Utility Agent 0 TEXAS DEPARTMENT OF TRANSPORTATION DISTRICT NO. 2 SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RIGHT-OF-WAY (1) Coordination of Work with Highway Contractor or State Forces If any portion of related highway is under construction, no Utility Owner's Forces fl or Contractors shall enter within the highway right-of-way without first consulting the Highway Contractor and making necessary arrangements to coordinate installation of its facilities with Highway Construction. All work relative to installation of Utility Owner's facilities shall be conducted in such manner as not to interfere in any way with operations of the Highway U- Contractor. The above requirements with respect to coordination of work with Highway Contractors shall likewise apply to work being done by State Forces.' (2) Changes in Location of Proposed Utilities 9 No changes shall be -made in approved location of utilities within limits of highway right-of-way without prior authorization of Texas Department of Transportation. I] (3) Adjustment Utility Poles Appurtenances of and No deviations shall be made from the location of underground lines approved or a designated by the Texas Department of Transportation either during planning. or construction to avoid utility poles. Where such poles are adjacent to any proposed underground line, Utility Owner shall make necessary arrangements with other Utility Owners-. for moving poles and appurtenances and/or supporting same during trenching operations. UAny poles, anchors, etc. relocated to clear the proposed underground line shall be moved toward the highway right -of --way line -and location shall be subject to the Texas Department of Transportation approval. Q(4) Submission of Project Drawings to State Prints of detailed drawings showing exact plan location and profile of underground a line shall be submitted to Texas Department of Transportation well in advance of construction of line, for verification that location of line is in accordance with requirements specified herein. 9 (5) Staking of Utility Lines in Advance of Construction a Utility lines shall be staked well in advance of construction of line so that Texas Department of Transportation can inspect staking to verify that alignment conforms to requirements set out herein and that there is no conflict with highway facilities. Utility Owner shall give Texas Department of Transportation not less than 48 hours notice ahead of time when staking of line will be completed. 9 ROW Utility Section January 28, 1992 0 9 -2- (6) Notification of Abandonment of Location Authorized by Permit and Assignment 9 of Authorized Location to Other Utility Owners It is expected that where the installation of utility line has been authorized, installation will be made within a reasonable period after approval of permit, otherwise, the Texas Department of Transportation reserves the right to assign location originally approved for the line to another utility. . 0 0 0 0 0 I 0 0 0 0 0 0 I If construction of Utility line has not been started. within 4 months after date approval, the Utility Owners shall immediately notify the Texas Department of Transportation whether it is still intended to install the line and the date construction will commence. If the owner intends to abandon all or any part of authorized location, the Texas Department of Transportation. shall be informed accordingly so that such abandoned location may be assigned to other utilities deemed necessary by the Texas Department of Transportation: (7) Inspection by Texas Department of Transportation Representatives such the of the if Utility Owners shall inform their forces or contractors that all utility installations authorized by UtilityAgreementor Permit shall be subject to such inspection and tests as may be deemed necessary by the Texas. Department of Transportation to verify that work is being done in accordance with the Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perform such inspection. (8) Copy of Permit on Job Site - A copy of the approved permit shall be kept on the site of the work at all times when work is in progress. :..... . (9) Full -Time Supervision and Inspection The Utility Owner shall provide competent full-time -en-the-site supervisors or inspectors for all utility installations either authorized by permit or covered by utility agreement with the Texas Department of Transportation. (10) Incorrect Location of Utilities Any pipe incorrectly located during construction to conflict with any highway structure shall be removed and laid in proper location at entire expense of Utility Owner. (11) Protection of Highway Facilities During Installation of Line All construction operations relative to installation of the pipeline shall be conducted in such manner as to protect highway facilities from damage at all times. (12) Disposal of Excess Excavation and Clean Up Excess material from trench excavation shall be removed from highway right-of-way and job site cleaned up and left in satisfactory condition. ROW Utility Section January 28, 1992 11 -3- O(13) Repair and Replacement of Riprap and Earth Slopes Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than 3 sacks of cement per, cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap.' Slopes of highway cuts and embankments damaged by any operations relating to installation of utility shall be repaired and restored to the exact contour existing 11 prior to initiation of the utility project. All earth placed in the restoration of slopes, etc.,, shall be compacted to a density equal to or greater than that of the U. original slope as directed by the Texas Department of Transportation representative. (14) Replacement of Base and Pavements U . Where removal of- base and pavement has been authorized, all such base and pavement shall be replaced' as directed by the Texas Department of Transportation representative. All existing pavement and related flexible or concrete base, which is to remain in service either permanently or temporarily, or to be incorporated as a part of the fl highway project, shall be replaced. (15) Repair and Restoration of Sodding a Where sodding is disturbed by excavation or backfilling operations, such areas shall be replaced by mulch sodding on all slopes of 2% or less. All slopes over 2% shall be replaced by block sodding. :.t r (16) Installation of LinesBeneath Pavements No open cut. for pipe trenches 'shall be made across any pavement beneath main highway traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other similar facilities unless specifically authorized by the Texas Department of Transportation.. Pipe shall 'beinstalled by boring and tunneling and all such tunneling and boring shall be cased and pressure grouted to seal voids between casing and adjacent'earth. acent earth:" ' ` """' fl Open cuts will be permitted across pavements of existing street connections, where pipe trench is adjacent to and parallel with highway right-of-way line and where pavement has not been recently constructed. No open cuts will be permitted across such connections where new' pavement just been constructed without written [1 permission of the Texas" Department of Transportation. (17) Casing of Lines Utility lines carrying liquids or gases under pressure may be installed uncased in accordance with the Texas Department of Transportation Utility Accommodation Policy. Ufl Water lines crossing beneath culverts shall be cased and casing shall project 5 beyond outside limits of culvert. Voids around casing, placed by tunneling or boring, shall be pressure grouted. Q ROW Utility Section January 28, 1992 r -4- 0 0 0 ci Ii 0 0 0 0 0 0 0 El ci 0 0 0 (18) Use of Explosives No explosives shall be used within limits of highway right-of-way without written permission of the Texas Department of Transportation. Requests for permission to use explosives shall include the following information: (a) Location of highway where use of explosives is proposed. (b) Type and amount of explosives to be used. If the use of any explosives is permitted, all blasting operations must be conducted in such manner as to completely protect adjacent property and the traveling public and not interfere with highway traffic. No blasting will be permitted in the vicinity of any structures or beneath any pavements which are to remain in use. (19) Protection of Highway Traffic, Barricades, Warning Signs, Etc. No construction operations relative to installation of utilities will be permitted within the limits of existing pavements carrying traffic, or shoulders adjacent thereto, unless specifically authorized by the Texas Department of Transportation. Excavated materials shall be kept off pavements at all times. Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by the Utility Owner or his Contractor when necessary. (20) Protection of Existing Utilities (a) Prior to selecting a location for a proposed installation or accepting a location suggested by the State for such installation, the Utility Company shall take all necessary steps to determine that the location is not already occupied by another Utility, and to determine that no damage will be done to existing Utilities. (b) Prior to beginning actual construction operations the Utility Company shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. (21) Use of Plastic Pipe and Nonmetallic Pipe ,. (a) Plastic pipe may be used for gas lines provided the internal pressure does not exceed sixty pounds per square.inch, they are encased from right-of-way line to right-of-way line on crossings and have at least thirty inches of cover. The maximum size of plastic pipe gas lines shall not exceed six inches. (b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be concurrently installed or other means shall be provided for detection purposes. ROW Utility Section January 28, 1992 0 0 0 0 0 0 0 of 0 0 0 0 0 0 0 H x >, ¢ U 0 U 0. a ci O L . Li '-Ic) y a co ci tU 0. E 0 U L 0 I O tZ W a z O O4' c, z qW 0 a U Rev. 8-75 Utility Manual CONTROLLED ACCESS HIGHWAYS STANDARD REQUIREMENTS EXCEPTIONS FOR EXISTING LINES Location - Longitudinal --I' Co 3' from 11W or Location - May deviate from perpendicular. behind outer curb. Short exceptions permitted. Vertical Clearance - No exception permitted. Crossings --No poles in median. Pole 1n outer Type of Construction - No exception permitted. separation only when RW is over 100', and must be 30' from main lane and 20' from ramp shoulder edge. Crossings approx. perpendicu- lar. At structures, reroute around approaches or sufficient to provide 150' horizontal or 30' vertical clearance. Vertical Clearance - 18' for communication lines and 22' or greater as required by law for power lines. Type of Construction of Construction - Longitudinal lines shall be single pole construction. Location - Near Rci line, crossings approx. Location - May deviate from perpendicular. Urban perpendicular. Longitudinal lines may be longitudinal lines may remain in outer separation. placed by plowing or open trench. Depth - Minimum total depth of 24" if encased or Markers - gegnired. 10" II not encased may he permitted. e th - 18" aaunl and 12" winfimas of S diem. Encasement - No exceptions permitted. of caning under subgrade. 10" total clear depth at all points where encased. Encasement - Under roadways, ditches, struc- tures and center medians. Exceptions allowed for wide medians. Location - Near RCN line. Crossings approx. Location - May deviate from perpendicular. Where perpendicular. encasement not installed, utility should agree to Depth - 18" under pavement. 24" outside pave- no pavement cuts. Longitudinal lines may remain ment area, including ditches, except under center medians, through -traffic road - Encasement - None required unless directed by ways or connecting roadways (including shoulders). District Engineer for hazardous locations such Depth - Where materials and other conditions justify, an near bridges, structures, etc. Where encase- exceptions may he permitted for reduction at h" from ment not installed, utility should agree to no standsrd rogalrenmenta. .pavesw'nt cute. Plate 8 Sheet 57 of 61 0 U. -5- II(c) Plastic pipe may be used for water lines provided the minimum depth is 30 inches. Encasement shall be as provided in Rule 21.45 of the Utility IIAccommodation Policy. (22) Above Ground Appurtenances to Underground Utilities ElAbove ground installation, such as pedestals, fire hydrants, meters, etc., installed as a part of an underground utility shall be located at or near the right-of-way Elline, well outside the highway maintenance operation area. (23) Markers Q The utility company shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings except where marked by a vent. 0 0 0 0 0 0 0 0 I 0 a 0 ROW Utility Section ElJanuary 28, 1992 0 QBACKFTLL OF UTILITY TRENCIE (A) Description This specification shall govern backfill of trenches which have been opened for the removal, adjustment, or installation of utility lines within the limits of hicway [] right-of-way or highway construction projects. Type 1 Backfill shall be used in all cases except the following: aType 2 Backfill, when allowed by the permit, agreement, or by the Texas Department of Transportation representative, may be used only in trenches fl parallel el and adjacent to right-of-way lines and in areas where there will be no earth work construction or construction traffic except that this method may be used for placing backfill which will later be removed by highway construction. [f Types 3 or 4 Backfill may be required for special conditions where the possibility of settlement or erosion of backfill must be eliminated or when, after backfill is started, it becomes apparent that Type 1 Backfill is unsuitable. Type 5 Backfill may be used in special locations where allowed by the permit, 1] agreement, or by the Texas Department of Transportation representative. (B) Type 1 Backfill (Carpacted Backfill) 1] Type 1 backfill shall consist of carpacted material obtained fran suitable soil excavated from the trench, or from sources outside the highway right-of-way. Material shall be free of rock, lu ps, or clods that will not break down under ca paction. Backfill material shall be placed in the trench in layers not to exceed 6" in depth I] and catpacted. Water shall be added as required to facilitate auction. Compaction shall be done with rollers or mechanical tans. Use of rollers will be ofl r+; petted only when such use is not believed detrimental to any highway facility and the type roller used is acceptable to the Texas Department of Transportation representative. When rollers are employed, mechanical tamps shall be used along sides of trench to compact any backfill that cannot be reached with =rollers. Carpacting shall be continued until a backfill density equal to that of the adjacent, undisturbed material has been obtained. [] Where trenches lie within the limits of drainage ditches and channels which are in rock, the Type 1 Backfill used in trench shall be sealed with 1' of concrete backfill struck off flush with the top of rock. (C) Type 2 Backfill (Water Jetted Backfill) n Type 2 Backfill shall consist of suitable material excavated fran the trench or 0 other acceptable material obtained fran sources outside the highway right--of-way 0 ROW Utility Section I] January 28, 1992 0 0 UTILITY CONSTRUCTION WORK ON SATURDAYS AND SUNDAYS FOR UTILITY INSTALLATIONS AUTHORIZED BY UTILITY PERMIT Except in case of an emergency as mentioned later herein, no work which requires inspection by the Texas Department of Transportation will be permitted on Saturdays or Sundays. In the event the Utility Owner believes that Saturday or Sunday work is necessary due to an emergency, such as the necessity to j1 avoid complication in operation of owner's utility plant, or to U avoid delay of the Highway Contractor, such work will be permitted providing that the Utility Owner agrees to: a. Obtain Texas Department of Transportation approval at least 48 hours in advance so that arrangements can be made to have a -Highway Inspector present. Failure to give such advance notice will be sufficient reason to not grant approval for working. fl b. Require his Contractor to have sufficient personnel and equipment on the job to efficiently prosecute the work. fl C. Have owner's supervisor or inspector present on the job at all times while the above types of work are in progress. ci El 0 0 0 0 0 11 D02-176 CONTROLLED ACCESS HIGHWAYS ci 0 0 F' U,-' Ca .--4 O 1 F+4 H 4) rFw U, eJ JJ 4) I, I JJ 0 ii z U' 0 0 0 D N O' H r7 STANDARD REQUIREMENTS Location - Near RW line. Crossings approx. perpendicular. Vent - AL least one required. Markers - Required. Depth - 18" usual and 12" minimum or diam. of casing under subgrade. 30" total clear depth at all points where encased. 36" total clear depth where not encased. (Longitudinal) Encasement - Under roadways, ditches, struc- tures and center medians. Exceptions allowed for wide medians. Z AI Location - Near RCW line. Crossings approx. d rn perpendi':ular. Markers - Required. dz Depth - rtinimum 18" under subgrade or 60" O under pavement surface. 48" minimum under be allowed if pro - a ditches. Exceptions may Ox tected by reinforced concrete slab. Encasement - Not required if welded steel Cl) tz7 construction of heavier wall thickness WW A• and/or higher strength steel, coated and A. A wrapped. cathodically protected and other ra measures as required. Limits of pro- tection are the same as that for encase - N H ment. Location - Near Rod line. Crossings approx. perpendicular. t/) Depth - 1S" usual and 12" minimum or ½ diam. Wunder subgrade. 24" total clear depth below surface. Encasement - Same as for encased high pressure to lines or none if cathodically protected and Uagree to no future pavement cuts. Location - Near Rod line. Crossings approx. perpendicular. Depth - 18" usual and 12" minimum or diam. under subgrade. 24" total clear depth below surface. Encasement - Under roadways to center of ditch and under medians. Exception allowed for wide meidan, for pipe of 30" or greater diam. under low volume frontage roads, and under side c-� road entrances where justified by traffic, 3 road condition, and local practice. Location - Near Rod line. Crossings approx. perpendicular. tr a Death - 18" usual and 12" minimum or } diam. W under subgrade. 24" total clear depth below cn ! surface. Encasement - Only y/ under pressure or does nut meet standards. If encased, same as water lines. C Material. - Cast iron or equal at crossings of high volume roadways. Others permitted for longitudinal lines and crossing: of low d ve.lume roadways. to - EXCEPTIONS FOR EXISTING LINES Location - May deviate from perpendicular. Urban longitudinal lines may remain in outer separation. Depth - Minimum total depth of 24" if encased or 30" if not encased may be permitted. (Longitudinal) Encasement - Under roadways, ditches, structures and center medians. Exceptions allowed for wide medians. Location - May deviate from perpendicular. Urban longitudinal lines may -remain in outer separation. Markers - Required. Depth - No exceptions permitted. Encasement - Not required if welded steel con- struction of heavier wall thickness and/or higher strength steel, coated and wrapped, cathodically protected and other measures as required. Limits of protection are the same as that for encasement. Location - May deviate from perpendicular. Urban longitudinal lines may remain except under center medians, roadways in the controlled access area, or any other roadway to be (re) constructed, provided there will be no future pavement cuts other than on low volume frontage roads. Depth - Minimum total depth of 18" may be permitted. Encasement - No exception permitted. Location - May deviate from perpendicular. Urban longitudinal lines may remain except under center medians, roadways within the controlled access area, or any 'ther roadway to be (re) constructed, provided there will be no future pavement cuts other than on low volume frontage roads. Depth - Mini.mmm total depth of 18' may be permitted. Encasement - May be omitted for pipe of 24" or greater diam, under low volume frontage roads. Location - May deviate from perpendicular. Urban longitudinal lines may remain except under center medians and roadways in the controlled access area, provided they are of satisfactory quality and depth, manholes are adjusted, and future ser- vice lines will not violate access control or disturb any roadway. Materials - Requirements for materials may be waived if line is of satisfactory quality. Depth - minimum total depth of 18" may be permitted. Q Plate 8 Sheet 56 of 61 UTILITY POLICY CHART (Not complete, see written policy for details.) VI OD O rn UNDERGROUND COMMUNICATION UNDERGROUND POWER OVERHEAD POWER AND COMMUNICATION 9 almoi. < a n 0 0n M" 7 Rt� O C 7 t► -� 7' 0 O a 0 M n V • rn r G< O r Y Y 0 Cr t+ 7 0 r 1C • J' I•• n• n Io C 6 •O M a I n n -\ + s '1 n "• n ^ n ): n v J =.1 R .1 0 0 �, n 7 '1 •t n n\ J r C Y a 0 0 n tO n n a C n a m •' •1 n 9 q 1 0.O 0.0 . "' n i 0.J a s 3 a 1 a 0. v• r r C -'1 x J n 0 y n n ..• a c 1... 0.0 - J •/ n W C 1 g n 7 n " C) r, 0. n n~ ..• O a 0 J —a 0.X a r, \ M1 n ... - ]C tl r 1 ^' r J P•• N r" " a 0 'J J 1 n 1 0. •a eXJ J 1' n J. • r .. ►O�j' N z \ n- 7 - 0 0 y. N R" ryn O Z n t+ 07 0 A rv7y , t C•• Y~ rn� 10 " C 0.• ~• r~ 70 y M ^, 1 J po • n n• M 7 O C 9 • 0 8 A A in I n O o W O r f"7 A M 901101a' .1 C C 0 .O < -a S a. O 7 pp V I�1 9 0 0 .Cr rt " gg 7 ~ w 7 \' < a r r •-• C\"a n b • p �1 y y y r N 7 /r n l q Ce 6 li ~ 7C J J' n A d d? n `< a Ii • r n" w' /• M O Mpp OJO •Op 8 n • d u 1'1 a n M n a n 0 a., r C • O r 0.n = HH1 C J 7 r Al • Y A t: N no p li I1 7 p 1'1 O O >t tl • l•1 O n• •t • n r 2 . 0 .- • nnF ry • 11 0. 01111n n n 0. o` 0 o 0a J M ^y• c~ ^0 r u X n a 7 ., .1 .ion •a 7 n n � b 0.6 r 7 " .n � a .t n •• Cr0 rni A x �� Nn•Cg �' 7 1 0. C 9 n1 Q � o W A ~ n Q • 0. aRaXO7n 0 O son •/ rne0 y r a -.5I3 5aa11 ;` ;Q .311'15.1 .0 1 01 A n ~ n p `C 000,.'< Y ,, 7 ■ 0 In P0. 0 n J 0• S .100 00011 a4 11-a 113 .-a 0. 0.0 " 0 II 3'4 SC 0. 0.a to 0.e .,0.-. J rb 11 1 H C 0- '4 o 11 0.0 0.005 a 0. CO r 3 .0 3p. OS 7 1 a on n 0.00 n gg C C 0.0 a y ^ v n 0 J C r .1 00 - • 0 Ii g .1 n .1 5 n a 0 .1 O .• R a a a5 p0.1 10a O " •1-. 0 J A . 0 0 r. S015 ►- n 1.1 r} 1+ 11 100 0.5 So ZI.- 1 • r ►. 1 O a 11 M� 010.0 n gN n b ` - a n r•< '411 0. o a" M n. 0 110 11P a V tf g O 0 3.5 't•1 rw 11 9- i n N •.rl I 1111 11. • n " : n 0. '1e a 0. M n N /n" n f01 " h \ b ti• .j 0.0 1111 •15a J 0 CITY OF FORT WORTH CONSTRUCTION SERVICES OLABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SEWER M-390 PART 6 UNIT 2 DOE NO.: 2054 FUND CODE: 02 HOLE J 1 LAB NO.: 43127 LOCATION: 90' NORTH OF LANCASTER ON HUDSON W/4 ----------------------------------------------------------------------( 3.00" HMAC 7.50" CONCRETE (COMPRESSIVE STRENGTH 4436 PSI) [J 9.00" BROWN CLAY W/CRUSHED STONE ATTERBURG LIMITS: LL: 37.4 PL: 20.0 PI: 17.4 SHRKG: 9.0% DMUNSEL COLOR CHART: 7/4 VERY PALE BROWN CLAY aHOLE # 2 LAB NO.: 43128 `CATION: 2451 E. LANCASTER WEST BOUND LANE CL 4.00" HMAC a2.500 BRICK 6.50" CONCRETE (COMPRESSIVE STRENGTH 4834 PSI) 10.00" BROWN CLAY ------------------------------------------------------------------------( TTERBURG LIMITS: LL: 40.3 PL: 20.1 PI: 20.2 SHRKG: 10.0% SEL COLOR CHART: 7/2 LIGHT GRAY CLAY a===aaasa=aa3==a--====aa=_______________________=====a===========____ ( OLE # 3 LAB NO.: 43129 OCATION: 90' WEST OF ANNA ON E. LANCASTER WEST -------------------------------------------------------------------------( BOUND LANE W/4 3.00" HMAC 2.500 BRICK 6.50" CONCRETE (COMPRESSIVE STRENGTH 4631 PSI) 7.00" BROWN CLAY --------------------------------------------------------------------------( 9,TTERBURG LIMITS: LL: 40.3 PL: 19.5 PI: 20.8 SHRKG: 9.6% MUNSEL COLOR CHART: 7/4 VERY PALE BROWN CLAY a 0 U 'DOE # 2054 PAGE 2 a:3a:a^ -ssasaes:a=aaaaasaas:aeasaaas=— sa:asaasaaa::asa=z= __=—�—=a I HOLE # 4 LAB NO.: 43130 LOCATION: 2575 E. LANCASTER WEST BOUND LANE CL ------------------------------------------------------------------------- 5.75" HMAC 2.50" BRICK 6.75" CONCRETE (COMPRESSIVE STRENGTH 4018 PSI) 6.00" BROWN CLAY QATTERBURG LIMITS: LL: 39.5 PL: 18.9 PI: 20.6 SHRKG: 11.0% MUNSEL COLOR CHART: 6/3 PALE BROWN CLAY sa •••asa— —gym---say:aaaa::::asa:asss�ass=aa=aaaa=aaaaaaaaa=a==as==a=====_= I APPROVAL: R JERI ROUTING DATE TESTED: 11-04-98 JOSEPH GAGLIARDI DATE REPORTED: 11-10-98 TONY SHOLOLA TESTED BY: PATTERSON,DESAI, FILE CARDWELL 0 0 0 0 I 0 II I 0 City of Fort Worth, Texas qVC1.4or and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 6/22/99 **C-17486 30FISH 1 of 2 SUBJECT AWARD OF CONTRACT TO J&R FISH CONSTRUCTION, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 6, UNIT 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with J&R Fish Construction, Inc. in the amount of $96,112.00 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 6, '.Init 2. DISCUSSION: On February 17, 1998 (M&C C-16610), the City Council authorized the City Manager to execute an engineering agreement with A.N.A. Consultants, L.L.C. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Main 390 drainage area. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the US Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is located on East Lancaster Avenue from the Lancaster/Beach intersection westward 1500 feet. The proposed improvements consist of the replacement of approximately 1,500 linear feet of 8 -inch sewer pipe. The project is located in COUNCIL DISTRICT 8, Mapsco 78A and E. The project was advertised for bid on April 1 and 8, 1999. On April 29, 1999, the following bids were received: BIDDER AMOUNT TIME OF COMPLETION J&R Fish Construction, Inc. $_96,112.00 90 Calendar Days Nadezda Construction, Inc. 98,740.00 Kebo Services, Inc. 106,817.00 Hall -Albert Construction, Inc. 117,507.00 B&H Utilities, Inc. 132,250.00 In addition to the contract cost, $10,000.00 is required for inspection and survey and $6,000.00 is provided for project contingencies. J&R Fish Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 10% M/WBE participation. The City's goal on this project is 10%. City of Fort Worth, Texas 4vagor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 6/22/99 **C-17486 30FISH 2 of 2 SUBJECT AWARD OF CONTRACT TO J&R FISH CONSTRUCTION, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION. AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 6. UNIT 2 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Commercial Paper -Sewer Fund. MG:j Submitted for City Manager's Office by: Mike Groomer 6140 FUND ACCOUNT CENTER AMOUNT CITY SECRETARY (to) APPROVED CITY COUNCIL JUN 22 1999 city secretarir os the City of Fort Worth, Texas Originating Department Head: A. Douglas Rademaker 6157 (from) PS46 541200 070460410280 $96,112.00 Additional Information Contact: A. Douglas Rademaker 6157