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Home My WebLink AboutContract 44460� Ci`T� SE�RE1PAi� � C C/ �� o�� FORTWORTH • -7 CITY PROJECT No. 00360 D.O.E. No. 5358 CWSRF PROJECT No. 72275 Sewer No. P254-707170036083 Sewer No. P258-707170036083 �v�i�hcr rroject ivo. 71175 SPECIFICATIONS AND CONTRACT DOCUMENTS SANI�i4RY SEVlIER REH�►BILI�'�4�IOIV CONTRACT 74 (BASINS M-170, M-204, & M-272D2) J U LY 2012 � Betsy Price Mayor Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department PREPARED FOR: The City of Fort Worth TEAGUE NALL AND PERKINS TBPE REG #F-230 o��iciaL �� I'�lf 3�CRETARY �'�`a dM�q►I�T�#, `��( ��p..�E•a� TF�i t �' ,�'�s �tr * :' � • *'� _.............................. .... THOMAS K. DAYTON .... � ..........................,.... , � ,o �; 91751 � , d19��' �'•�!��rasE4••' ��`��`'�,tr`.' d�� ss�� N A l .��G�o."b.,° -s6�b /`,'' ' � �/� R�'CErV�'� MAY 2 0 2013 , � �, �, l � 1� �� ,1 j, . PART 1 PROJECT INFORMATION 1� �! �� i II � f � I �J �} �, � .� � V M&C - Council A�enda P��P 1 �f 3 � • � - ; COUNCIL ACTION: Approved on 12/18/2012 DATE: Tuesday, December 18, 2012 REFERENCE NO.: C-26032 LOG NAME: 60SS74-CIRC�EC SUBJEC7: Authorize Execution of a Contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company, in the Amount of $1,270,074.00 for Sanitary Sewer Rehabilitation, Contract 74 on Chapin Road, Fairfield Avenue, Willow Ridge Road and Eight Alleys (COUNCIL DISTRICTS 3, 7 and 8) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company, in the amount of $1,270,074.00 for Sanitary Sewer Rehabilitation, Contract 74. DISCUSSION: On July 25, 2006, (M&C C-21582) the City Council authorized an Engineering Agreement with Teague Nall and Perkins, Inc., for the preparation of plans and specifications for Sanitary Sewer Rehabilitation, Contract 74. The project consists of the replacement of the deteriorated sanitary sewer mains located on the following streets and alleys: Street From o Cha in Road Bonnie Drive Ramona Drive Cha in Road Rea an Drive 00 feet west Fai�eld Avenue Kenwick Avenue 210 feet south illow Rid e Avenue Rock River Drive 700 feet north illow Rid e Avenue Fall River Drive Emerald Lake Drive Iley between Bonnell Avenue Bryant Irvin Road Horne Street and Kil atrick Avenue Iley between Farnsworth Halloran Street Horne Street Drive and Helmick Drive Iley between I.H. 30 and Ridglea Avenue Fairfield Drive Malve Avenue Iley between EI Campo Faron Street Hervie Street venue and Pershin Avenue Iley between Lovell Avenue 350 feet east of Littlepage Avenue and Curzon Avenue inthro Avenue Iley befinreen Curzon Avenue Neville Street Penticost Street and Donnell Avenue Iley between Donnelly Faron Avenue 00 feet west of ,venue Geddes Avenue Bourine Street Iley between Donnelly 100 feet east of 300 feet east venue and Geddes Avenue Bourine Street �itt1•��ar�t�o n�ii�r�rt nrn/An�iirini��r�rir�4mn nn�7i�=1%%'i(iR......-.4—�....oQ.TI..l.T...-...—D«..-.4 1 /'1G/'1/112 M&C - C;�unGil A�enda P�ge � of 3 The project was advertised for bid on July 19, 2012 and July 26, 2012 in the Fort Worth Star-Telegram. On August 16, 2012, the following bids were received: Bidder Amount Time of Com�letion William J. Schultz, Inc. dba Circle "C" �1,270,074.00 220 Calendar Construction Company Days Conatser Construction, TX LP $1,437,723.75 Burnsco Construction, Inc. $1,�18,�33.0� Ark Contracting Services L.LC. $1,774,788.00 Jackson Construction Ltd. $2,169,965.00 M/WBE - William J. Schultz, Inc. dba Circle "C" Construction Company is in compliance with the City's M/WBE Ordinance by committing to 19 percent M/WBE participation. The City's goal on this project is 19 percent. . Clean Water State Revolving Fund (SRF) funding in the amount of $1,239,344.00 is available towards this construction contract. The balance of $30,730.00 along with funding of $32,000.00 for construction staking, project management, material testing, inspection and project close-out and $42,253.00 for project contingencies are needed from the Sewer Capital Projects Fund. The project is located in COUNCIL DISTRICTS 3, 7 and 8. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget as appropriated, of the Sewer Capital Projects Fund and the Clean Water SRF 2007 Series Fund. FUND CENTERS: TO Fund/Account/Centers CERTIFICATIONS: ATTACHMENTS 1. 60SS74-CIRCLEC COMPLIANCE_pdf (CFW Internal) 2. 60SS74-CIRCLEC Cash Funded FAR.pdf (CFW Internal) 3. 60SS74-CIRCLEC Clean Water SRF FAR.pdf (CFW Internal) 4. 60SS74-CIRCLEC MAP 01.�df (Public) 5. 60SS74-CIRCLEC MAP 02.pdf (Public) 6. 60SS74-CIRCLEC MAP 03.pdf (Public) 7. 60SS74-CIRCLEC MAP 04.pdf (Public) 8. 60SS74-CIRCLEC MAP 05.pdf (Public) 9. 60SS74-CIRCLEC MAP 06.pdf (Public) 10. 60SS74-CIRCLEC MAP 07.pdf (Public) 11. 60SS74-CIRCLEC MAP 08.Pdf (Public) FROM Fund/Account/Centers P254 541200 707170036083 $1,239,344.00 P258 541200 707170036083 $30,730.00 Submitted for City Manager's Office b� Fernando Costa (6122) Originating Department Head: S. �rank Crumb (8207) Additional Information Contact: Susan Schwinger (6529) _ _ _ ___ _ _ 1,�+,,.//.,,,,�� „�:,.�o�,.,n/o,,,,,,�,,;1/�..:«.�.�,,. „�...�:a—i��nR,�..:r�—�,.,,,.Q.r�,.,,rr.,,..,.—n,.:...a � i�ci�ni� M&C - Council Agenda 12. 60SS74-CIRCLEC MAP 09.pdf (Public) 13. 60SS74-CIRCLEC MAP 10.pdf (Public) 14. 71. 60 SS74 - Circle C(JCT 12-2-2012).docx (CFW Internal) 15. 72. 60 SS74 - Circle C(JCT 12-2-2012).docx (CFW Internal) II � u Page 3 of 3 httn•//annc nfwnPt rn•u/P.crninnil/nrintmr. acn�ir1=177�(1JP�nrint=trnPR�TlnrTvr�P=P��int 1/75/7(11'� FORT�VURTH � � SPECIFICATIONS AND CONTRACT DOCUMENTS •- SANITARY SEWER REHABILITATION CONTRACT 74 ; (BASINS M-170, M-204, & M-272D2) CITY PROJECT No. 00360 D.O.E. No. 5358 CWSRF PROJECT No. 72275 Sewer No. P254-707170036083 Sewer No. P258-707170036083 CWSRF Project No. 72275 JULY 2012 Betsy Price Mayor Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department PREPARED FOR: The City of Fort Worth TEAGUE NALL AND PERKINS TBPE REG #F-230 ' i I _ __ -- ----.. . _ i i � i i � � � � i i ; I ; ; I � � j ' i I �! __. _.__. __i _....___ I ' __. ALBERT AVE _. ;_..._ __._... _ _ ___ i � i I i ; i , � I I , ' ; I i ; � ' I I � ( I i r,HnPm aD. _�',.__ i i�'�j ---i -';�' ` -;�I , �i��; <rf 1r «i I�,r� _ � ,, � �; ._ _' O �� ..,_. � � _ _ ti 1 ! I RUBY _ �'' ( I ----- -i � ; ._ _ _ _ P[;ACE_._.._.: � �---L----! 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I � � � � PART 2 FRONT END DOCUMENTS � T TABLE OF CONTENTS oa P�� bcUM��o � r 01 — Project Information 02 — Front End Documents 03 — MWBE Documentation 04 — Bid Package 05 — General and Special Conditions City of Fort Worth, Texas Table of Contents PMO 2elease Date: 03.29.2011 Page I of 2 � (� �.I MF��a fl�� o�uv��tt, ConnMUN�c.�Tit�n� � 1.1 — Title Page � 1.2 — Location Maps 2.1 — Table of Contents � 2.2 — Notice to Bidders � 2.3 — Comprehensive Notice to Bidders � 2.4 — Special Instructions to Bidders (water-sewer) ❑ 2.5 — Special Instruction to Bidders (paving-drainage) ❑ 2.6 — Detailed Project Specifications (no drawings provided) � 3.1 — MWBE Special Instructions � 3.2 — MWBE Subcontractors/Suppliers Utilization Form � 3.3 — MWBE Prime Contractor Waiver � 3.4 — MWBE Good Faith Effort � 3.5 — MWBE Joint Venture � 4.1 — Bid Proposal Cover & Signature Sheets � 4.2 — Bid Proposal(s) ❑ 4.3 — Green Cement Policy Compliance Statement ❑ 4.4 — Bid Schedule � 4.5 — Vendor Compliance to State Law ❑ 4.6 — List of Fittings ❑ 4.7 — Pre-Qualified Contractor List � 5.1 — Part C General Conditions (water — sewer) � 5.2 — Supplementary Conditions to Part C (water— sewer) � 5.3 — Part D — Special Conditions (water — sewer) � 5.4 — Part DA — Additional Special Condition (water — sewer) � 5.5 — Part E Specifications ❑ 5.6 — Special Provisions (paving - drainage) � 5. ?� -1�1(a�e Rates 5.72 Daw's �neo� � 5.8 — Compliance with and MS-Word pdf MS-Word MS-Word MS-Word pdf pdf MS-Word pdf pdf pdf pdf pdf pdf MS-Excel MS-Word pdf pdf pdf MS-Word pdf pdf MS-Word MS-Word pdf pdf pdf �f-3-13 �A� �=�-/3 QA�/ � TABLE OF CONTENTS 06 - Technical Specifications 07 - Contracts, Bonds and Insurance 'v� � ( i:;[:�,�,� �' c � s -c� � -t �, S � S 08 - Appendices 09 - Addenda City of Fort Worth, Texas Table of Contents PMO Release Date: 03.29.2011 Page 2 of 2 Enforcement of Prevailing Wage Rates � 5.9 - Standard Details (water- sewer) � 5.10 - Standard Details (paving- drainage) � 5.11 - Standard Details (traffic control) ❑ Technical Specs Index � 7.1 - Certificate of Insurance � 7.2 - Contractor Compliance With Workers' Compensation Law -. � 7.3 - Conflict of Interest Questionnaire � 7.4 - Performance Bond � 7.5 - Payment Bond � 7.6 - Maintenance Bond � 7.7 - City of Fort Worth Contract � Easements index ❑ Permits Index ❑ Reports Index � Pavement Cores � State Revolving Fund Documents ❑ Addenda Index .�� dwf pdf MS-Word pdf pdf pdf pdf pdf pdf � (lC�+G�� ►-,, y C� jC��>.�C � ��,c-�V� 4� � �'>" -�� -_ ' � A U ��ti�Cc, �;��, � �� -4; ��d��/ � � �;� ` �-/� -l� �� SHORT FORIVI NOTICE TO BIDDERS Sealed proposals for the following: FOR: Sanitary Sewer Rehabilitation, Contract 74 Sewer Project No. P254- 707170036083 Sewer Project No. P258- 707170036083 City Project No. 00360 ' DOE 5358 CWSRF Project No. 72275 Addressed to: CITY OF FORT WORTH ', PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office unti11:30 p.m., August 16, 2012 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non- refundable cost of Sixty Dollars ($60.00) per set at the offices of Teague Nall and Perkins, 1100 Macon Street, Fort Worth, TX, 76102. These documents contain additional information for prospective bidders. Documents may also be obtained free of charge at the City's online system (Buzzsaw). E-mail the City of Fort Worth Project Manager listed below for instructions on accessing the online documents. Plans and Speci�cations will be available online and for pick-up on July 19, 2012. The major work will consist of the following (All Approximate): UNIT I — SEWER IMPROVEMENTS (Funded by SRF Tier 11 Loans) 10,905 52 L.F. 8" Sewer Pipe EA. Manholes UNIT il — SEWER IMPROVEMENTS (Funded by City) 500 6 L.F. 4" Service Lines EA. Sewer Cleanouts This contract is contingent upon release of funds from Texas Water Development Board. All bidders submitting bids are required to be pre-qualified in accordance with the requirements of the Special Instructions to Bidders. For additional information, please contact Susan Schwinger, P.E., Project Manager, City of Fort Worth — Water Deparhnent at Telephone Number: (817) 392-6529 or by email: susan.schwinger@fortworthgov.org, and/or Tom Dayton P.E., Project Manager Teague Nall and Perkins at (817) 336-5773. Advertising Dates: July 19, 2012 July 26, 2012 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposa(s for the following: FOR: Sanitary Sewer Rehabilitation, Contract 74 Sewer Project No. P254-707170036083 Sewer Project No. P258-707170036083 ' City Project No. 00360 DOE No. 5358 CWSRF Project No. 72275 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 p.m., August 16, 2012 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non- refundable cost of Sixty Dollars ($60.00) per set at the of�ces of Teague Nall and Perkins, 1100 Macon St., Fort Worth, TX 76102. These documents contain additional information for prospective bidders. Documents may also be obtained free of charge at the City's online system (Buzzsaw). E-mail the City of Fort Worth Project Manager listed below for instructions on accessing the online documents. Plans and Speci�cations will be available online and for pick-up on July 19, 2012. The major work will consist of the following (All ApproYimate): UNIT i — SEWER IMPROVEMENTS (Funded by SRF Tier II Loans) 10,905 52 L.F. 8" Sewer Pipe EA. Manholes UNIT II — SEWER IMPROVEMENTS (Funded by City) 500 6 L.F. 4" Service Lines EA. Sewer Cieanouts This contract is contingent upon release of funds from Te,cas Water Development Board. Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. The CiTy of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. 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 the award be made until all the � �,. COMPREHENSIVE NOTICE TO BIDDERS necessary investigations ai•e made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Addenda Index and Receipt form(s). Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contactin�; Tom Dayton, P.E. of Teague Nall and Perkins, at 817-336-5773. E3idders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time deadline stated below or the bidder may request a copy oF said forms from the City of Fort Worth Project Manager named in this solicitation. In accordance �vith the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and �vomen business enterprises in City of Fort Worth contracts. A copy oFthe Ordinance can be obtained from the offce of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WANER FOFtM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., ftve (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the Water Department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non- responsive. Any contract or contracts awarded under the Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees are, or will be, a party to this Notice to Bidders or any resulting contract. The contract ar contracts are subject to regulations contained in 31 TAC, Chapter 363, if effect on the date this contract is executed. SUI3IVIISSION OF BID AND AWARD OF CONTRACT The proposal within this document is designed as a package. In order to be considered an acceptable bid, the Contractor is required to submit a bid for the complete proposal. A bid proposal submittal that is received with the proposal incomplete will be rejected as being non-responsive, The Contractor, who submits the bid with the lowest price, �vill be the apparent successfiil bidder for the project. Bidders are hereby informed that the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. Bidders must be pre-qualified with City of Fort Worth to secure an award of a project. Not being pre-qualified can be grounds for rejection of a bid. For additional information, please contact Mr. Tom Dayton, P.E., Project Manager, Teague Nall and Perkins at Telephone Number; (817) 336-5773, or by email: tdayton�tnp-online.com or Mrs. Susan Schwinger P.E., Project Manager, Water Department at (817) 392-6529. TOM HIGGINS CITY MANAGER Advertisin�; Dates: By: o� 5 0 � Tony Sholola, P.E Engineering Manager, Water Department MARY J. KAYSER CITY SECRETARY July 19, 2012 J��ly 26, 2012 .- I SPECIAL INSTRUCTIONS TO [31DDERS 1) PREQUALIFICATION R�OUIREMENTS: All contractors submitting bids are rcquired 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 tinancial 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 certitied 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 to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the Firm seeking qualification in work of both the same nature and technical level as that of the project For which bids are to be received. c) The Director of the Water 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 its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. fl 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 necessary prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the 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 ten (10) days after the contract has been awarded To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state oFTexas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 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. 09/ 10/04 � 4. WAGE RATES: Section C3-3.13 oF the General Conditions is de(eted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall, for a period of three (3) years Following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of Right to Audit, under paragraph L of Section C 1: Supplementary Conditions To Part C — General Conditions, pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. (d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 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 nonresidenYs principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty- five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions 09/ 10/04 2 � �l � or privileges of their employment, discriminate against persons because of their age except on the bases of a bona tide occupational qualitication, retirement plan or statutory requirement. Contractor Further covenants that neither it nor its officers, members, agents, cmployees, 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 tide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and �vill defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation oF minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM ancUor the GOOD FAITH EFFORT FORM (`�vith Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., Five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or 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 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 of facts (other than a negligent misrepresentation) ancUor commission of fraud will result in the Contractor being determined to be irresponsible and barred &om participating in City work for a period of time of not less than three (3) years. 12. FINAL PAYMENT, ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period. 09/ 10/04 �. �l b. Payment of the retainage will be included with the tinal payment atier acceptance of the project as being complete. c. The project shall be deemed complete and accepted by the City as of lhe date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the tinal punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is � dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute cegarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 09/ 10/04 � 1 � � � � � � � \ _ � � � U MWBE DOCUMENTATION �'O�RT'WORTH —``� City of Fort Worth Minority and Vl/omen Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE qoal is not appiicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Businesa Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's M/WBE goal on this project is 19 % Of the total bid (Base bid applies to Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the foilowing: 1. Meet or exceed the above stated M/WBE goal, o� Z. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MWBE documentation in person to the appropriate employee of the managing department and obtain a dateltime receipt. 5uch receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy wiil not be accepted. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: o enin date, exclusive of the bid o enin date. 2. Good Faith Effort and Subcontractor received by 5:d0 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated oal: 3. Good Faith Effort and Subcontractor received by 5:0� p.m., five (5} City business days after the bid Utilization Form, if no M/WBE artici ation: opening date, exclusive of the bid o enin date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontractin Jsu lier work: openin date, exclusive of the bid o enin date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed oal. o enin date, exclusive of the bid o enin date. FAILURE TO COMPLY WITH THE CITY'S MNUBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPON5IVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 392-6104. Rev. 11 / 1 /OS F'oRTtiVoRTH W�,TER 1�IWBE Submittal �V21fE'.t' • EII�IIlE't'1'Illy tl tl (1 H ISC�I� SE'1'Vll'CS � `x' _"� � 13i�1 Uatc: `:� � � - 1 , � � �?,,=�t�-y Pi•nject Namc: �?� �-�—��.�Q �-;� , �� 1'r„jcct UOr #: �, , ,�;-�,� ��. :� � ,� �, � � �,. ,�, ' .."_7 I I'7 �� I f-i��G � � �i I �. ��37_01?_ � ,; City I'ro.ject #: _�%(� � (�� 1'r��.jcct ��I�tn.ihcr: _ ��U`'��`�r� ��C�l.� � v� C-��"E-'-� l�urms Suhn�ittc�l l�v: �vuine: "['itle: ��i)Ilij);lllj': _�'��--�� _ .� � __ ^ 1 � �� ^�� ---'^"'��-�,1�•---� ---.=i..1L L-'a.�-- *--�� tii;;��akur-e uf City 5t.ii'f Reccivi��;: ATTACHMENT 1A Page 1 of 5 F� O�R�T H City of Fort Worth ✓�-t�1 �� °�,-- Subcontractors/Suppliers Utilization Form PRiME COMPANY NAME: Check applicable block to describe prime � wWWILI.IAM J. SCHULTZ, INC. DBA CIRCLE C CONSTRUCTION MNV/DBE X NON-M/W/DBE PROJECT NAME: Sanitary Sewer Rehabilitation Contract 74 BID DATE 8/16/12 City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 00360 19% 19% DOE# Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and wili result in the bid being considered non-responsive to bid specifications MIWBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 S' tier, a payment by a subcontractor to its supplier is considered 2�d tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling s�rviees are utilized, the prime will be given credit �� long �� the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MM/BE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full MNUBE credit. The M/WBE may lease trucks from non-R/I�I�lBEs, including c�wner-operators, but will only receive credit for the fees and commissions earned by the MNVBE as outlined in the lease agreement. Rev. 5/30/03 ATTACHMENT 1A Page 2 of 5 r�K�r�VoRTH ---..� Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MM/BEs. Please list MNVBE firms first, use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name � N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B e R o B E E C T E A LKT & ASSOCIATES, 1 X SUPPLYING PIPE & $ 110,990.00 LLC MATERIAL RELATED MELISSA, TX 75454 PRODUCT RICOCHET FUEL DIST. �1 X SUPPLYING FUEL, OIL, & $ 87,230.00 1101-A BEDFORD RD. MATERIAL HYD. FLUID BEDFORD, TX 76002 M&J PIPELINE 1 X TV LINES POST $ 19,500.00 INSPECTION PIPELINE P.O. BOX 851 INSPECTION GRANBURY, TX 76048 MAGNUM MANHOLE & 1 �ABOR & MANHOLE $ 19,040.00 UNDERGROUND, INC. X MATERIAL COATING 3828 CAVAILIER DR. GARLAND, TX 75042 VULCAN MATERIALS 1 X SUPPLYING ROCK AND $ 9,000.00 P.O. BOX 849131 MATERIAL SAND DALLAS, TX. 75284 LIQUID STONE 1 SUPPLYING CONCRETE $ 60,000.00 CONCRETE X MATERIAL 221 CENTER DRIVE BURLESON, TX 76028 F��;-t'�V��I�H I I Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MM/BEs. Please list MM18E firms first, use additional sheets if necessary. Rev. 5/30/03 ATTACHMENT1A Page 3 of 5 Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T N T n Detail Detail � Company Name � C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M �N T D Telephone/Fax � B e R O B I E E � T E A CAIN RENTALS 1 SANITATION TOILETS $ 500.00 P.O. BOX 367 ARLINGTON TX. 76004 AMERICAN 1 SUPPLYING BARRICADES $ 5,000.00 BARRICADES, INC. MATERIAL 107 ENON AVE. EVERMAN, TX. 76140 THE HOME DEPOT 1 SUPPLYING MISC. JOB $ 10,000.00 DEPT 32-2502076678 MATERIA� RELATED PRO P.O. BOX 6031 LAKES, NV. 88901 UNITED RENTAL INC. 1 RENTAL EQUIPMENT $ 20,000.00 3120 SPUR 482 " RENTAL SUITE B IRVING, TX. 75062 JOHN A. MILLER & 1 INSURANCE BONDING $ 31,152.35 ASSOC. P.O. BOX 7214 FT. WORTH, TX. 76110 APAC, INC. 1 SUPPLYING ASPHALT $ 19,000.00 P.O. BOX 224048 MATERIAL DALLAS, TX 75222 I__ l-_ __� Rev. 5/30l03 ATTACHMENT 1A Page 4 of 5 FOR�T WORTH ---.�� Totai Dollar Amount of M/WBE Subcontractors/Suppliers $ 236,760.00 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 154,652.35 TO7AL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 391,412.35 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Reguest for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shail submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, compiete and accurate information regarding actual work performed by all subcontractors, including MM//DBE(s) arrangements submitted with the bid. The Offeror also agrees to ailow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. �i �^ �9..SLsz....- �.J . �...�1 � Authorized Signature Vice-President Circle C Construction Co. Company Name P.O. BOX40328 Address FORT WORTH TX. 76140 City/State/Zip Michele S. Lankford Printed Signature Contact NamelTitle (if different) 817-293-1863 FAX 817-293-1957 Telephone and/or �a� m.lankford@circlecconstruction.com E-mail Address 8/22/12 Date Rev. 5/30/03 � �ug.22.2012 01:42 PM Fax Room �78f'22/20�� 13,29 8172931957 CTRCLE C 2145443634 Circle � G�n�truckion �o� R.o. �ox ao�za �4�t Warth, Texae 78140 �17•672-7�� mekro line� 817•293-1957 fax iltta WQdneaday Au9ust22, aQ12 �KT & R�asoclat4a, L4.0 p,p, Box'��r �atleg, TX 7537A PAGE. 1/ 1 paG� �ir�oi RE: City af Fort Worth Sanitary 9ewg� ��h�blllt�t�on Contreat 74 Dear Lynda ThomaB, ded a conlract on the apov� namGd preJect, we intond to uaa your aampnnY '(his Is to ac�vise you th�t if �w�� 1 in i e�nd ro�m��d �aterlal k� �h� job sif�, Tha y,a e MWl�E Businesa� roxlm ely g 11p gBQ,pp I be aupp Y 9 p P dollar �mount w11V bo aPP p{��¢a sign balnw and r�etum�d lo me by fax. 31nc�roly, Mlchelv $• Lankfard • , •1 �r,��-"r-�-" � ► `1��-st�/_..-�':�� ynd prtt�s �/,2 0�-/�l�"" MioFlelO S. Lankford (,� ��' &aoGatss, L.L 1Mlliam J, 8chu�tz, Inc, n8A Clrcle C Constr�ction F roi» : R I COCHET FUEL 08/22/2012 13:32 Wednesday August 22, 2012 Ricochet Fuel Distributors, inc, 1201 Rdyal Parkway Euless, Texas 76040 8172809981 08/22l2012 14:U2 CIRCLE C Circle C Construc�i�n Co. P,O, �ox 40328 Fort Worth, Texas 761411 817-572-7278 metra line 817-293�1967 fax line RE; City of FnR Worth Sanitary SEwer Rehabiiltatlon Contract 74 7518 P.UU1/001 PAGE 01/01 Dear Kolly RobeRs, This is to advise you that, if awarded a contract an the above named project we will use your company as a MWIBE Business, 71ie Scope of the work will bq the supplying & hauling of Diesel fuel, oii, Hyd, Fluid and related producta. The qollar amount wili approximatafy $ 57,230.00, Please sign below and retum to me by fax, Sincerely, M(chele S, Lankford ►I '�.� Mlchele S, Lankford �^ William J, 5chultz, lnc, �BA Circle G Constructlon 8172931957 .--� , � _. -�' � E -�c.�� K y Roberts Ricochet Fuel Distrfbutors, Flug 23 12 01:57p Granbur� Printin� 8175733159 08/2?/2012 13:30 8172931957 CIRCLE;C I Circle � Cortstruc ion Co, P.o. Box 40328 Fort Worth, Texas 7 �140 817-572-7278 metro �'line 817-293-1957 fax lihe Wetlnasday, �ugusl 22, Z012 MJ Pipeline lnspection P.O. Box 851 Granbury, Tx 76048 R�; City of Fort INorth Sanifary Sewer Rehabilitation Contract 74 � D�ar Melody a ; This is to edvise you that if awarded a contraci on the above nam � as a MW/BE Bus{ness, Tha ecope of the work wlli b� Post and P " dollar amounl wil) be approximately $ 19,500.00. ; � f�tease sign below and fax back to me. � 5incerely, p.l PA6E f�l / bl ed project, we intend to use your company �e TV Pipeline Inspoclion at job sitos. 7he Michele S, L.ank(ord r�iu�,..� �Q,�,f C.�� Michele S, Lankford Willlam J. Schullz, tnc, dba Circle C Construct{on Co. ction M,1 Pipelin Auy 22 12 01:52p (��lagnum fVlanhole Company 972-27G-5318 ° ��ai �!i t�1 ^< 13: 34 8172931957 CI°CLE C Circf e C Construction Co. P,o. eox aa3za Fort Worth, Texas 76140 817-572-7278 metro line 817-293-1957 fax line Wedne9dey, August 22, �012 Magnum Manhole 8 Und�rground, lnc 2828 Cavalier Or. Gariand, T�cas 75042 Phone 972-276-24a8 Fax 977_-276•5318 RE; City ot Fort Worih Saniiary Sewe� Rehabili2ation Contract 74 p.1 PAGE 01/01 �ear Sir, This is to advise you that, if ewarded e contract on the above named project, we wIH use your company as a �'�r�V�IIB� Business, The scope of the woric wili be the suppiying labor & matenel to co�t R�anhofes. The Ooitar amount will be approximately $19,04p,p0, Please sign 6elow and retum lo me by fax. Sincerely, M�che�e S. lanktord (�t'1,c,�,II.g�,�. C..�l(.��tQP Michef� S, Lankford U Wi�liam J. Schu�tz, inc. b8A Clrcle C Cons'ruction Co. �� Magnum Manholes & Underground , !nc � � � � . . . . � ► � BID PACKAGE U PROPOSAL TO; The Purchasing Department Fort Worth, Texas City of Fort Worth, Texas July, 2012 FOF2: Sanitary 5ewer Rehabilikation, Contract 74 City Project No.: 00360 UNI7S/SECTIONS: Unit I- Sanitary Sewer Imprdvements (Funded by Sf2F Tier II Loans) Unit II - Sanitary Sewer Improvements (Funded by City) Pursuant to the foi•ego�ng "Notice to Bidders," the unclersigned has eYami��ed the plans, specifications and the site, understands-the amolmt of work to be done, and hereby proposes to do all the worlc and furnish all labor•, equipment, nnci materi<lls neeess�iry to fully complete all the work as provided in the pl�ins and specifications, and subjcct to the inspection and appro"val ofthe Director, Water De}�artment oPthe City c�f'Ijort Worth. If'required by this projeet, Cor�tractor n�ust bc pre-yualificcl in a�cc>rcianc� ��ill� the �rojects sponsoring Departments of the City of Fort Worth rcq�rirements. Upon acceptance of this Propas�l by the City Council and rec�uired by this project, the bidder is botmd to execute a contract and f'un�ish Performance, Maintenance I3ond for the water replacement contract only, and Payment Bond approved by the (:ity of Fort Worth for performing and completing said work within the time stated for the following sums, to wit: Total quantities given in the bid proposal may not reflect actual quantities, by represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. Special Note: All contractors_are advised that one contract will be awarded to the lowest combined bid for all Units/Sections. �- � Sanitary Sewer Rehabilitation Contract 74 SEWER PROJECT NO. 254-707170A36083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS► PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID UN17 PRICE AMOUNT ITEM NO. QTY. PRICES WRITTEN IN WORDS BID I-1. BID 6 LF Pipe-Sewer-10 Inch- Pressure Ciass 350 00227 DIP w/ Protecto 401 Lining (All Depths) � Install �I i �� e�� "u e Dollars and �� O �, </ �� o Cents per LF $ �%S� $ s%I� I-2. BID 7,850 LF *Pipe-Sewer-8 Inch-PVC (All Depths) � 00351 Install �`, � �• �� SP!/P r) Doilars and uD � r7 U Cents per LF $ 3� $ 1%O `��Sd I-3. BID 382 LF Pipe-Sewer-8 Inch-SDR26 (All Depths) � 00350 Instail ��ir/N rJ ir� c� Dollars and 0 � U Cents per LF $ �� $ /yo�yc� I-4. BID 194 LF Pipe-Pressure-8 Inch-C900 DR 25 PVC 00618 (Sanitary Sewer) �o r �v Dollars and Gp ��J �� a Cents per LF $� D $?%� L� I-5. BID 591 LF Pipe-Sewer-8 Inch-Pressure Class 350 DIP 00332 w/ Protecto 401 Lining (All Depths) � Install _ 45P�J��J (y �S �'v � r� Dollars and t� �� na � U Cents per LF $ � � $ ��j� 0 � *** *** Contractor must complete the form "City Approved Product" for *,**,*** - See Proposal Page 17 i Sanitary Sewer Rehabilitation Contract 74 SEWEF2 PROJ�CT NO. 254-707170036083 UN17 I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) ITEM CNO.S QTY PR CES WRITTOEN IN WORDISH BID UNIT PRICE I AMB U�NT I-6. BID 610 LF ""Pipe-8 Inch to $ Inch-Enlargement-HDPE 01117 � Install �> �' 7y �w U Dollars and � �� b � � Cents per LF $�� $ 1�5G �U I-7. BID 826 LF **Pipe-6 Inch to 8 Inch-Enlargement-HDPE 00222 � Install 10 � fy f c�.� �� Dollars and nl� c� o /� b Cents per LF $� $�3y�9z I-8. BID 474 LF '`**Pipe-Rehab 8 Inch by CIPP 01118 T�' `� fy �> � �7 � Dollars and , s �� U Cents per LF $ �� $ /�j' I-9. BID 84 LF '"Pipe-Sewer-6 Inch-PVC (All Depths) � 00331 Install f`J �� N �SP�� Dollars and � G 00 �� ° Cents per LF $�, $ 3/D� *** *** Contractor must complete the form "City Approved Product" for *,**,*** - See > > Proposal Page 17 2 Sanitary Sewer Rehabilitation Contrac�t 74 SEWER PR�JE�i NO. 254-7071�00�6083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID UNIT PRICE AMOUNT I7EM NO. QTY. PRICES WRITTEN IN WORDS BID I-10. BID 6 LF Pipe-Sewer-6 Inch-Pressure Ciass 350 DIP 00319 w/ Protecto 401 Lining (All Depths) � install - ` � < � �r �� f j �_s c� �,� � � � Dollars and � c> �' c, (� �7 v Cents per LF $�� $!�� Z I-11. BID '1,189 LF �'`"`Pipe-Rehab 6 Inch by CIPP 01118 ��'" �y o �� Doliars and � /� � a oa ��' Cents per LF $ 7�� $ �� I-12. BID 6 EA *Sewer-Point Repair- 6 Inch PVC Open Cut 01148 � Install �`'��''" �L o�• � � �� Dollars and �,G c�G �� Cents per EA $ �DOD $ /�00�� I-13. BID 50 LF Pipe-Sag Adjustment for Pipe � Rehab 00225 �°'� f� � �'r�_,� Dollars and �� /�/G l'� �� S�D �� a Cents per LF $ 7/ $ * * * * * * Contractor must complete the foi�rn "City Approved Product" for *,* *,* * * - See Proposal Page 17 Sanitary Sewer Rehabilitatian Contract 74 SEWER PROJECT NO. 254-707�170036083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID UNIT PRICE AMOUNT ITEM NO. C�TY. PRICES WRITTEN IN WORDS BID I-14. BID 1,522 LF "Sewer 5ervice-4 Inch � Install Ob354 �w�n f S/ � Dollars and b� �, C� � �� Cent� per LF $ �� __ $ � �S� %l I-15. BID 146 LF Sewer Service-4 Inch-SDR 26 � Install 00358 TcvP�, �"� Pi � l�- Dollars and � 0 oG �� Cents per LF $�� $ yDo g I-16. BID 176 LF Sewer Service-4 Inch-SDR 26 w/ Cement 00358 Stabilized Sand Embedment � Install f o r fy �i "✓ c Dollars and o n G � v Cents per LF $ yS o $%%Z� I-16A BID 17 LF Pipe-Pressure-4 Inch � Install (Pressure 00604 Class 350 w/ Protecto 401 Lining) `S �'�� Dollars and O � �� /� U Cents per LF $ �l� $ �� *'�" *** Contractor must complete the form "City Approved Product" for *,**,*** - See Proposal Page 17 4 i� � Sanitary Sewer R�habilitation Contract 74 SEWER PROJECT NO. 254-707170036083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II L�ANS) PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID � UNIT PRICE AMOUNT ITEM NO. QTY. PRICES WRI-1-fEN IN WORDS g�p I-17. BID 175 EA Sewer Service-4 Inch Service Tap � Install 00355 �� r.�.� ��jbt.�,.- ��r� c%-o c� Dollars and 0 o G �� D Cents per EA $�j �' o� $ J�� S UU I-18. BID 27 EA Sewer Service-4 Inch Service Tap to HDPE 00961 by Pipe Enlargement � Install �S�ver� !4n �r< </ Dollarsand v �'�' n� Cents per EA $%D O �/0 9a n I-19. BID 186 EA Sewer Service-4 Inch-2 Way Clean Out � 00356 Install �c.v o�i u r, c�i v c� Dollars and d oG � U Cents per EA $ �00 $ �%Z�D I-20. BID 28 EA Reinstate Existing Service in Pipe Special Rehabilitated by CIPP �c�v � u,-� c%P c��o �-� Dollars and U O 6 � ° Cents per EA $ �� $ �5�80 � *** *** Contractor must complete the form "City Approved Product" for *,**,*** - See , � Proposal Page 17 �anitary �ewer Rehabilitation �ontract 74 SEWER PROJ�CT NO. 254-7071700360�33 � I-21. Blb 3 EA Manhole � Abandon 00205 � l c; �, �� Un c� �� c� Dollars and `J a G r� 0 Cents per EA $ aoU � C� ��y00 I-22. BID 30 EA Manhale � Remove 00206 E' �� 1� � l� u n c� �� c� Dollars and 0 o v� r' � Cents per EA $ o �D $� y000 I-23. BID 47 EA Manhole- Std 4 Ft Diam-(to 6 FT depth) � 00213 Install �c�,u �`,c�u�sc�c� �'�� v�� Dollars and o � a /� v Cents per EA $ �8�0 $ �,3/�DD I-24. BID 57 VF Manhole- Std 4 Ft Diam-Added Depth (over 00214 6 FT depth) � Install �zr�v `ur,o�iPq�j�i��-,� Dollars and � � o0 �� ' Cents per VF $ �D � $ /O2� D *** *** Contractor must complete the form "City Approved Product" for *,**,*** - See Proposal Page 17 � UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) (� � Sanitary Sewer Rehabilitation Cantract 74 SEWER PROJECT NO. 254-707170036083 UNIT I- SANITARY SEWER IMPRC�VEMENTS (FUNDED BY SRF TIER II LOANS� pAY CPMS APPR. DESCRII'TION OF ITEMS WITH BID UNIT PRICE AMOUNT ITEM NO. QTY. Pl�IC�S WRITTEN IN WORDS BID � . a � 9 � I-25. BID 1 EA Manhole-Drop-Std 4 Ft Diam-(to 6 FT 00207 depth) � Install //,�� / �us�,.� �i �i�v� `ic.., c�i�� Dollars and oC� �� G y� U Cents per EA $ �O D $,J�_S D n I-26. BID 6 VF Manhole-Drop-Std 4 Ft Diam-Added Depth 00208 (over 6 FT depth) � Install ��`>�' `' "'� c%� `� Dollars and C> �� G ��' �� Cents per VF $ �O D $ /��j I-27. BID 4 EA Manhole-Shallow Std 4 Ft Diam-(Shallow 00212 Cone) � Install �dv o �h o uSG� ` ��i�� hu,�c%�� Dollarsand " �'O oG � � Cents per EA $ ��U $ /��G� I-28. BID 119 VF Manhole-Paint & Coating-Interior Protective 00211 Coating � Install �� / h r.i r� l�iiel P� `i% " v 1 ,,��N Dollars and n �� /� U Cents per VF $ �O�S �1 �D/�S * * * * * * Contractor must complete the form "City Approved Product" for *,* *,* * * - See Proposal Page 17 � 7 l Sanitary �ewer F�ehabilitation Contract 74 �EW�R PROJECT NO. 254-707170036083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) PAY CPMS APPR. DESCRIPTION OF ITEMS WITH Blb UNIT PRICE AMOUNT ITEM NO. QTY. _, PRICE5 WRITTEN IN WORDS I BID I-29. BID 15 EA Manhole-Adjustment � Install 00849 (Replace Ex. 24" Opening Cone w/Prop 30" Opening Cone) 6ne '��ouso � � _ ��,�P � � �, ��' � Dollars and o C� a �� -, �� Cents per EA $ �sDd $ ZZ��(>C) I-30. BID 67 EA Collar-Manhole-32 Inch Frame and Cover � 00198 Install 7�e�P `�* �> �� Doilars and � � c� G h C� Cents per EA $ �O � 2p/DD I-31. BID 5 EA Concrete Pier Modification Special (Incl. Concrete, Reinforcing Steel, Cutting and Removal of Exist. SS Pipe, and Cement Grout Remaining Exist. SS Pipe ) �hro� Th ou.sa» � t/ v� �, u,� �� ` Dollars and � C� f� ( %� U Cents per EA $ �SDO $ / �'"DD I-32. BID 324 LF Curb & Gutter � Install 00423 7 w*� �f �i ✓ v Dollars and ' � d p D LI r_� c� Cents per LF $� 5 $ C� � �� * * * * * * Contractor must complete the foim "City Approved Product" for *,*'�,* * * - See Proposal Page 17 : Sanitary Sewer Rehabilitation Contract 74 SEWER PROJECT NO. 254-707170036083 UNIT I— SANITARY SEWER IMPROVEMENTS 1FUNDED BY SRF TIER 11 1_nAN�1 � , PAY CPMS A�'PR. DESCRIPTION OF ITEMS WITH BID UNIT PRICE�AMOUNT ITEM NO. QTY. PRICES WRITTEN IN WORDS BID I-33. BID 136 SF Walk � Install 00528 . S P vo v� Dollars and � � aG �� U Cents per SF $ j' $�% �� I-34. BID 2,086 SF 6" Driveway � Install 00404 _SF� v� � � Dollars and o ° o C� .� D Cents per SF $ � $ /`/60Z I-35. BID 10 SF Asphalt Transition-Driveways � Install 00401 s P `' �' ''� Dollars and O U �� Cents per SF $ l $ "_ J� o� I-36. BID 13 SY Pavement-Valley Gutter � Install 00473 �%�%�L% f �� Dollars and __ o G c� n » v Cents per SY $ �� $ ��,s *** *** Contractor must complete the form "City Approved Product" for *,**,*** - See Proposal Page 17 G� Sanitary Sewer Rehabilitation Cor�tract 74 SEWER PRI�JECT NO. 254-707170036083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY S�ZF TIER !i I__nAN�1 . , PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID UNIT PRICE AMOUNT ITEM NO. Q7Y. PRICES WRITTEN IN WORDS g�p I-37. BID 7,363 SY Grass-Hydromulch Seeding � Install 00134 �ff r-�'�- � Dollars and , (� C) [� <i /� �� Cerits �er SY $ � � $ i�c'l'��; `� I-38. BID 590 SY Grass-Sod � Install 00137 `S��F� � � Dollars and o C� j� �� Cents per SY $% D� $`�/,.�D I-39. BID 60 CY Top Soil � Install 00147 � >�/��` �-� ��i Dollars and � �� Cents per CY $ � � $ Q� I-40. BID 20 CY Concrete-Class "B" (2500psi)-Miscellaneous 00837 � Install ��" �' Dollars and � �� ci rl U Cents per CY $ � $ � l' * * * * * * Contractor must complete the form "City Approved Product" for *, * *, * * * - See Proposal Page 17 10 �anitary Sewer Rehabilitation Contract �4 SEWE� PROJECT NO. 254-707170036083 UNIT I— SANITARY SEWER iMPROVEMENTS (FUNDED BY SRF TIER II LOANS) ---- --- -- - + _- - PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID I UNIT PRICE I AMOUNT 17�EM NO. QTY. PRICES WRITTEN IN WORDS I BID I-41. BID 20 CY Concrete-Class "E" (1500psi)-Miscellaneous 00$39 � Install O �� F> Dollars and �� C� �J C� ✓� D Cents per CY $ � $ �� I-�12. BID 20 CY Fill Material — Ballast Stone -� Install 00840 U �� Dollars and � Ci O (J .� p Cents per CY $ � $�` I-43. BID 20 CY Fiil Material -- Type B Backfill � Install 00545 D n � Dollars and nb U c �� Cents per CY $� $ Z D I-44. BID 132 SY Pavement-Concrete Replacement on 00429 Existing Base(and on 2/27 Concrete Base per STR-031) � Install �-S� ��f / / `� � Dollars and O �� G, � � ✓� � Cents per SY $��5 $ OS � U *** *** Contractor must complete the form "City Approved Product" for *,*�,*'k* - See Proposal Page 17 11 Sanitary Sewer Rehabilitation Contract 74 SEWER PRi)JECT N�. 254-707�70036083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) ITEM �NO.S 1 QTY. I PR C SI WRITTEN IN WO DISH BID UNIT PRICE AMOUNT BID � � I-45. BID 531 LF Pavement-2 Inch Min HMAC on 2/27 00443 Concrete Base (per STR-028) � Install __�/'.. �y ��✓e Dollars and o � h O Cents per LF $�S $/�585 I-46. BID 50 SY Pavement-HMAC Replacement— 00430 Permanent, Beyond Trench � Install ' vU � �n� n Dollars and O � U �J ✓I O Cents per SY $�`� $%D D i-47. BID 1,082 LF Pavement-2 Inch Min HMAC an 6-Inch Flex 00442 Base (per STR-030) � Install ��' P �� P Dollars and � O � h D Cents per LF $�z $/� %y I-48. BID 155 SY Alley Pavement Repair � Install (6" 00415 Concrete on 6" Flexible Base) �` ��y �� v G Dollars and �� o � `J � Cents per SY $ �S � $ �,�Zs * * * * �` * Contractor must complete the form "City Approved Product" for *,'` �`, * * * - See Proposal Page 17 C� 12 i� Sanitary Sewer Rehabilitafiion Contract 74 SEWER PROJECT NO. 254-707170036083 UNIT I-- SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER !i LOANS) PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID UNIT PRICE AMOUNT ITEM NO. QTY. PRICES WRITTEN IN WORDS g�p I-49. BID 733 SY Alley Pavement Repair � Install (5" HMAC 00417 on 4" Flexible Base) "/� � � Dollars and � �� o �� _ �� Cents per SY $ `��> $ �CU I-50. BID 1,006 SY Alley Pavement Repair � Install (9" Flexible 00416 Base) 1�.��.� �ti Dollars and C> �J n G r� C.> Cents per SY $� n $�OlZO I-51. BID 5,580 LF Inspection-Preconstruction Cleaning & TV � 00202 Study � �� ' Dollars and _ l'� C� `� U Cents per LF $�? � 27yo�p° I-52. BID 12,159 Inspection-Postconstruction Cleaning & TV 00201 LF � Study /'"� � ` ` Dollars and r'> � �� 1 �> Cents per LF $ `� $,j( �% % * * * * * * Contractor must complete the form "City Approved Product" for *,* *,* * * - See , , Proposal Page 17 13 Sanitary Sewer Rehabilitation Contract 74 SEWER PROJECT iVO. 254-707�i 70036083 UNIT I— SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) PAY I CPMS I APPR ITEM NO. QTY. DESCRIPTION OF 17EMS WI7H BID PRICES WRII"TEN IN WORDS UNIT PRICE I AMOUNT BID I-53, BID 67 EA Manhole- Vacuum Test � Services 00217 Or� a <ru,,c�r�� Dollars and c� < c> G i-� D Cents per EA $��U $ C� _ 5�Q I-54. BID 3 EA Dehole-Exploratory Excavation � Study 00542 D/�� ,ousG�� ;✓_� Li ur� ��i n �� Dollars and f� U ` �� U Cents per EA $��S�DD � ys DU I-55. BID 149 LF Concrete-Encasement � Install 00841 7h� �/ ci f' Dollars and n (j cs C� n L� Cents per LF $,�J`� $, j Z/�S I-56. BID 2,401 LF Pipe-Abandon (Fill w/ Flowable Fill Cement) 00901 �� -r ✓� Dollars and � D 00 �� Cents per LF $ l� $�3� ��S *** *** Contractor must complete the form "City Approved Product" for *,**,*** - See > > Proposal Page 17 14 �' . �anitary Sewer Rehabilitation Contract 74 SEWER PRaJECT NO. 254-707170036d83 UNIT I- SANITARY SEWER IMPROVEMENTS (FUNDED BY SRF TIER II LOANS) - --- -__ - — PAY CPMS APPR. I DESCRIPTION OF ITEMS WITH BID I UNIT PRICE AMOUNT ITEM NO. QTY. PRICES WI�ITTEN IN WORDS BID I-57. BID $8 LF Fill Material-Cement Stabilized Backfill � 01174 Install �S �X �y �� c Dollars and ��' c�G r� U Cents per LF $ ��S $ S 7Z a I-58. BID 10 CY Fill Material-Flowable Fill (Cement) � Install 00544 Ds,� `..,��i��>,��r��,Dollarsand o d o G r, (r Cents per CY $/Z D �/� p o I-59. BID 9,078 LF Trench Safety System 5 Foot Depth � 00372 I nstall b h e Dollars and �, v o G �� U Cents per LF $� $�� cg I-60. BID 1 LS Signal Traffic Control - Design & Provide � 01189 Install E�/-rJh7 ThOG/SGi� �/ ✓ �✓f � G h[�yP G� Doliars and � OU �� Cents per LS $ ps �� $ G�� UNIT I SANITARY SEWER IMPROVEMENTS TOTAL $- I�<�y�� r.o� .f�.6� " �� ' �C�' , . =�t •y/�/ (��(�� s-/Y-/1 ` . * * * * * * Contractor must complete the form "City Approved Product" for *,* *,* * * - See � � �� •� Proposal Page 17 n '� , Q�!��N ' �" ��.� �)�� a iC} �,�i, i �C(,�l.,l ti v �_� ��" �_�.-�G-> Y.' i� j�,�' •_ � Ct,G c��'r�2c�-L vl, C�, �(.�U .�.�� ✓�� (p , �� „C�%(, �.� 4L� � �C�,��C�.�ti C�' �(��.�L � � . � � O�'L,�' �u�Z� �(� , (,C�.�c"� �-�, w'�— �'i� Y'c.� �`-� � � �.� -i�- � � I Sanitary Sewer Rehabilitation Contract 74 SEWER PROJECT NO. 258-707170Q36U83 UNIT il — SANITARY SEWER IMPROVEMENTS (FUNDED BY C�TYI PAY CPMS APPR. DESCRIPTION OF ITEMS WITH BID UNIT PRICE ITEM NO. QTY. PRICES WRITTEN IN WORDS AMOUN7 BID II-1. BID 500 LF Plumbing Service-4 Inch-Schedule 40 � 00352 I nstall ��', / r� r r/ l D�Ilars and � < <, �; •� C� Cents per LF $ `"�� ?_ `/UVU II-2. BID 11 EA Sewer Service-4 Inch Clean Out on Private Special Property � Instailed by Licensed Plumber Y"��r ��%vc/��F'� Dollars and 0 0 �r, �� Cents per EA $ �� ' �� $ 3d � o II-3. BID 240 SY Grass-Sod � Install 00137 / ��P/� � Dollars and �� ,�� ,�� Cents per SY $ l� $ 28� o �__, UNIT II SANITARY SEWER IMPROVEMENTS TOTAL $`� " `�� /��f y, /�� `-� t i 7'� c o� k J �`'� ; , r - , �-'�` �t.G�� `) U i �-!_ GY� 0'(�L��.�t c��, r�'-Ct c�l�j,�' �� it; , �� : �-�,1� �: �--�.1� r�, �� : °� �� (�n�c,�►� �-�� %��"l � �.�.�"/I �-�. �� -' �t`� �; c.�� c , - • �' � i.i i'�� `1.� _ ��-�, � —l�� v� c � � �� *** *** Contractot• must complete the form "City Approved Product" for *,**,*** - See Proposal Page 17 ,�..�o �/� �` � �� 16 � CITY APPROVEa I�EiNOD APVD APP�20VEC3 PRODUCT FOR *,** AND *** *CONTR.4CTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size � E1-31 4"through 36" E1-25 4" through 15" E1-27 4" through 15" E1-28 18" fhrough 48" E100-2 18" through 48" Consult with "City of Fart Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. **Contractor to indicate Pipe Enlargement Method being used: PIM Method Name of Subcontractor: T.R.S. System Name of Subcontractor: McConnell Mefhod Name of Subcontractor: Note: Only tee service connections wili be allowed. **'�Contractor to indicate Trenchless Method, Identify Approved Liner Process, and Provide Name of Contractor for Instaliation: ✓ Cured-in-Place Pipe (CIPP) �h s ��u �O� n� / (Approved CIPP Liners: Insituform; Approved CIPP Liner Name of Confractor for Installation National Liner; and inliner) Fold and Form Pipe (FAFP) / (Approved FAFP Liner: U-Liner) Approved FAFP Liner Name of Contractor for Installation Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be aliowed for use in this project. Any substitutions shall resuit in rejection of bid as non-responsive. 17 FINAL BID SUMMARY BASE BIDS Unit I- Sanitary Sewer Improvements (Funded by SRF Tier II Loans) Unit II - Sanitary Sewer Improvements (Funded by City) 0 TOTAL BASE Blb j � .1-�..� .S =/y-/� �� " �aD $- , I P ��3�?� ��fy � � 7�0� �,�r� '%��?. 6�0 � �� ,� �� -� �z yG o9y�.�� 7a� a��a� �� ( � - �o / 3 r:�,,�'„�� U - � 1 ,r^� �.l \ ��'_y�.E, l'Y�'h�1�r�i-��,l��i-., �-- ,�� ,/L ►,�• �L� ,�C•��Lc.�cc.��, ��,�. .� � � �� ;�� Cc,� � �� ir�� / r�t � � .� ��- r�ti�.L�� , �'� �,� (,1�: J, C��.� ��-n-� �� " � s� � �v �� 3 �/3 -/� �i Within ten (10) days after notif7cation by the City of Fort Woy-th, the undersigned will execute the fonnal contract and will deliver an approved Surety Bond and such other bonds as required by the C�r;tract Documints, f�r thi faitYtfi�l pa� fot�n�ai�ce oi ilic .^.oiil, �c�. Tlie aii�cLe�l bic� security in the amount of 5% is to become the property of the City of Fort Worth, TeYas, in the event the conh�act and bond or• bonds are not executed and delivei-ed within the time above set forth, as liquidated damages foi• the delay and additional work caused thereby. Tf as a requirement of this project, the undersigned bidcier certifies that they have been furnished at least one set ofthe Genera{ Contract Documents and Genei•al oi• Special Specifications for Projects, and that they have thoroughly read and completely understand all the rec�t�irements and conditions of those General Docurnents and the specific Contract Documents and appurtenant plans. The �mdersigned assured that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either fiirnishing 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 with ten (l 0) calendar days after issue of the worl< order and to camplete the contract within 220 calendar days after beginning construction as set Forth in [he �vritteci ".work order to be fui�nished by the Owner. • � (Check One }3ox and complete, as applicable) ❑ The principal place of business of our company is in tl7e State ot' a. 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. ' b. Nom�esident bidders in the State of , our principal place of business, are not reqtiired to underbid resident bidders. � The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the fol lowing addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Addendum No. 5: Addendum No. 6: �: Z I jIl t�(�i.[��)il(��1(ti� �'S4'<%i I Respectfully submitted, By: %,.t-c.�o c f '��`"`"l-'�-� o� Title: �//C� ��Sic%� � Com an C�% //� a rn .T`S` � u/� z.r� C Ci� 4. p y� OfjSfiuG//ON C„�IPC� Address: �D ��, y� � 28 i o.��JO�f�i � %ii' %lo /'�G Date: � �� , �Z VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvernents, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in are required to be copy of the Statute is attached. (give State), our principal place of business, percent lower than resident bidders by State law. A Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. : Our principal place of business or corporate offices are in the State of Texas. 0� : �� - �//i a.r� �% Sa�, �./7�z 1/'ir, G1�� Ci r� �� L�Dr�S�lu c f0 i? i� `� / � � r� �a�-/�.,� /�)` 7�/�d City State � Zip By: __.__ /�ra:ta S �S'/��%y (Please print) .�'r Signature: ��-t.uo� �.5� -. Title: �`� � �S/ r/„ � (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION i .� � PART 5 GENERAL AND SPECIAL CONDITIONS � � � � � U U ' � � � � � � 1 ! 1 t � 1 1 1 �, 1� PART C - GENERAL CONDITIONS TABLE OF CONTENTS MAY 5, 2011 TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bonds Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Days Legal Holidays Abbreviations Change Order Paved Streets and Alleys Unpaved Streets or Alleys City S treet Roadway Gravel Street C2-2 IIVTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site of Project C2-2.4 Submitting of Proposal (1) C1-1 (I) Cl-1 (1) C1-1 (2) C1-1 (2) C1-1 (2) C1-1 (2) C1-1 (2) C1-1 (2) Cl-1 (2) C1-1 (2) C1-1 (3) Cl-1 (3) C1-1 (3) Cl-1 (3) Cl-1 (3) C1-1 (3) Cl-1 (3) C1-1 (3) C1-1 (3) Cl-1 (3) C1-1 (3) C1-1 (4) C1-1 (4) C1-1 (4) C1-1 (4) C1-1 (4) C1-1 (4) Cl-1 (5) Cl-1 (5) C1-1 (6) C1-1 (6) C1-1 (6) C1-1 (6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (2) l.; C2-2.5 Rejection of Proposals C2-2.6 Bid Security C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modifications of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualiiication of Bidders C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3.2 Minority Business Enterprise/Women Business Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3.4 Withdrawal of Proposals C3-3.5 Award of Contract C3-3.6 Return of Proposal Securities C3-3.7 Bonds C3-3.8 Execution of Contract C3-3.9 Failure to Execute Contract C-3-3.10 Beginning Work C3-3.11 Insurance C3-3.12 Contractor's Obligations C3-3.13 Weekly Payrolls C3-3.14 Contractor's Contract Administration C3-3.15 Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Construction Schedule C4-4.7 Schedule Tiers Special Instructions CS-5 CONTROL OF WORK AND MATERIALS CS-5,1 Authority of Engineer CS-5.2 Conformity with Plans CS-5.3 Coordination of Contract Documents CS-5.4 Cooperation of Contractor CS-5.5 Emergency and/or Rectification Work CS-5.6 Field Office CS-5.7 Construction Stakes C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (4) C2-2 (4) C2-2 (4) C3-3 (1) C3-3 (1) C3-3 (1) C3-3 (1) C3-3 (2) C3-3 (2) C3-3 (2) C3-3 (3) C3-3 (3) C3-3 (4) C3-3 (4) C3-3 (6) C3-3 (6) C3-3 (6) C3-3 (7) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (6) CS-5 (1) CS-5 (1) C5-5 (1) CS-5 (2) C5-5 (2) CS-5 (3) CS-5 (3) �2) fl �� CS-5.8 CS-5.9 CS-5.10 C5-5.11 C5-5.12 CS-5.13 CS-5.14 CS-5.15 CS-5.16 CS-5.17 CS-5.18 C6-6 C6-6.1 C6-6.2 C6-63 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 Authority and Duties of City Inspector Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Clean-Up Final Inspection CS-5 (3) CS-5 (4) CS-5 (4) CS-5 (�) C5-5 (5) CS-5 (5) CS-5 (5) CS-5 (6) CS-5 (7) C5-5 (7) C5-5 (8) LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed C6-6 (1) Permits and Licenses C6-6 (1) Patented Devices, Materials, and Processes C6-6 (1) Sanitary Provisions C6-6 (1) Public Safety and Convenience C6-6 (2) Privileges f Contractor in Streets, Alleys, C6-6 (3) and Right-of-Way Railway Crossings C6-6 (3) Barricades, Warnings and Flagmen C6-6 (3) Use of Explosives, Drop Weight, Etc. C6-6 (4) Work Within Easements C6-6 (5) Independent Contractor C6-6 (6) Contractor's Responsibility for Damage Claims C6-6 (6) Contractor's Claim for Damages C6-6 (8) Adjustment or Relocation of Public Utilities, Etc. C6-6 (8) Temporary Sewer and Drain Connections C6-6 (8) Arrangement and Charges for Water Furnished by the City C6-6 (9) Use of a Section or Portion of the Work C6-6 (9) Contractor's Responsibility for the Work C6-6 (9) No Waiver of Legal Rights C6-6 (9) Personal Liability of Public Officials C6-6 (10) State Sales Tax C6-6 (10) PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of The Work Limitation of Operations Character of Workmen and Equipment Work Schedule Time of Commencement and Completion Extension of Time Completion (3) C7-7 (1) C7-7 (1) C7-7 (1) C7-7 (2) C7-7 (2) C7-7 (3) C7-7 (3) C7-7 (3) la C7-7.9 Delays C7-7.10 Time of Completion C7-7.11 Suspension by Court Order C7-7.12 Temporary Suspension C7-7.13 Termination of Contract due to National Emergency C7-7.14 Suspension or Abandonment of the Work and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7.16 Termination for Convenience of the Owner C7-7.17 Safety Methods and Practices .. . C8-8.1 C8-8.2 C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 MEASUREMENT AND PAYMENT Measurement Of Quantities Unit Prices Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adequacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C7-7 (4) C7-7 (4) C7-7 (5) C7-7 (5) C7-7 (6) C7-7 (6) C7-7 (8) C7-7 (8) C7-7 (11) C8-8 (1) C8-8 (1) C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (4) C8-8 (4) C8-8 (4) (4) �l SECTION C 1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: PART C - GENERAL CONDI'I'IONS C 1-1 DEFINITIONS C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as speciiications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained on the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and Include the following Items PART A- NOTICE TO BIDDERS PART B - PROPOSAL PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFTCATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) (CITY) (Developer) (Sample) (Sample) White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDTTIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) C1-1 (1) l,; C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Whenever there may be a conflict between the General Conditions and the Special Conditions, the latter shall take precedence. . C1-1.7 SPECIAL CONDITIONS: Special conditions are the speciiic requirements which are necessary for the particular project covered by the Contract Documents and not speciiically 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 set forth in detail the requirements which must be met by all materials, construction, worktnanship, equipment and services in order to render a completed an useful project. Whenever reference is made to standard speciiications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by the Contractor for prompt and faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1 (2) � C 1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C 1-1.11 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 proiiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein. C1-1.12 CTI'Y: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of the Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualiiied governing body of the City of Fort Worth, Texas. C 1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CTTY ATTORNEY: The of�cially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed ofiicial of the City of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CTTY WATER DEPAR'I`MEN'T: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, person's, partnership, company, iirm, association, or corporation, entering into a contract with the Owner for the execution of work, acting C1-1 (3) !_; directly or through a duly authorized representative. A sub-contractor is a person, iirm, corporation, supplying l�tbor and materials or only labor, for the work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fuliillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not 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 weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6 C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: 1. New Year's day 2. M.L. King, Jr. Birthday 3. Memorial Day 4. Independence Day 5. Labor Day 6. Thanksgiving Day 7. Thanksgiving Friday 8. Christmas Day 9. Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Forth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on a Saturday, the holiday shall be observed on the preceding Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar as the holiday. C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the Contract Documents, the intent and meaning shall be as follows: C1-1 (4) � AASHTO - American Association of State Highway Transportation Officials ASCE - American Society of Civil Engineers IAW - In Accordance With ASTM - American 5ociety of Testing Materials AWWA - American Water Works Association ASA - American Standards Association HI - Hydraulic Institute Asph. - Asphalt Ave. - Avenue Blvd. - Boulevard CI - Cast Iron CL - Center Line GI - Galvanized Iron Lin. - Linear or Lineal lb. - Pound MH - Manhole Max. - Maximum MGD CFS Min. Mono. % a I.D. O.D. Elev. F C In. Ft. St. CY Yd. SY L.F. D.I. - Million Gallons per Day - Cubic Foot per Second - Minimum - Monolithic - Percentum - Radius - Inside Diameter - Outside Diameter - Elevation - Fahrenheit - Centigrade - Inch - Foot - Street - Cubic Yard - Yard - Square yard - Linear Foot - Ductile Iron C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25°Io of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1 2 3. �. 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. Brick, with or without separate base material. Concrete, with or without separate base material. Any combination of the above. C1-1 (5) l C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined for "Paved Streets and Alleys." C 1-1.30 CTTY STREET: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') back of the curb lines or four (`4) feet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street.is an unimproved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with Proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for openinQ of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current iinancial status. This statement must be current and no more than one (1) year old. In the case that bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been completed not more than iive (5) years prior to the date on which Bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 IN'TERPRETATION OF OUANTTTIES: The quantities of work and materials to be furnished as may be listed in the proposal 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 (1) 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 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 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 required 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 investigation, 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, on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member of the firm, association, or partnership, or by person duly authorized. If a proposal is submitted by a company or corporation, the company or corporation name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power C2-2 (2) of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind, or contain unbalanced 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 the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELNERY 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 marker with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually iiled with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration must be made in writing, addressed to the City Manager, and filed with him prior to the time set for 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 iiled mav, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisiied that a written and duly authenticated coniirmation 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 (3) C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualiiied and their proposals not considered for any of, but not limited to, the following reasons: a) Reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c) The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d) The bidder being in arrears on any existing contract or having defaulted on a previous contract. e) The bidder having performed a prior contract in an unsatisfactory manner. � Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see fit to make. g) Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h) The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2 (4) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS• C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of the 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 ward of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINE55 ENTERPRISE/WOMEN-OWNED BUSIlVESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualiiication 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 EOUAL EMPLOYMENT PROVISIONS• The Contractor shall comply with Current City Ordinances 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 may be acquired from the Equal Employment Officer. C3-3.4 WTTHDRAWAL 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 (1) L: C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final 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 award is made, will be to the lowest and best res�onsive bidder. The award of the contract shall not become effective until the Owner has notiiied 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 following bonds: a. PERFORMANCE BOND: A good and sufficient performance 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 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 use of inferior materials. This performance 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. MAIN'I'ENANCE 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 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 payment of all claimants as defined in Article C3-3 (2) II 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 3�14, Acts 56`" Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a 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 appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner, the Contract and such bonds as may be required in the Contract Documents. No Contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner may annual 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 occurring 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 the Owner will C3-3 (3) 1 _, suffer by reason of such failure on the part of the Awardee and shall thereupon immediutely by forfeited to the Owner. The �ling of a proposal will be considered as acceptance of this provision by the Bidder. C-3-3.10 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 "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. C3-3.11INSURANCE: The Contractor shall not commence work under this contract until he has obtained all 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-contractor's certiiicate of insurance for approval. The prime Contractor shall indicate on the certiiicate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Worker's 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 Worker's 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, Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in the 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. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). C3-3 (4) 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation �if excavation are performed adjacent to same). 4. Damage to underground utilities for $500,000. 5. Builder's risk (where above-�round structures are involved). 6. Contractual Liability (covers all indemniiication 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 $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractors, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and C3-3 (5) L_l performance, payment, maintenance and all such other bonds are written, Shall be represented by an agent or agents having an ofiice located within the city limits of the City of Fort Worth. Tarrant County, Texas. Each such agent shall be a duly qualitied, one upon whom 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, and claims that the City of Fort Worth or other claimant or any property owner who has been clamaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth- Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certiiicates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLLS: A certiiied copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR' S CONTRACT ADMIlVISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this ofiice (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or other wise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the 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 C3-3 (6) appropriately signed and sealed, as applicable, by the Contractor's responsible offices with the understanding that this written assignment of authority to the 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 the 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 allowed 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. U C3-3 (7) 1_: PART C - GENERAL CONDTTIONS 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 Dacuments. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for any such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be part of the Contract Documents just as though they were originally written therein. C4-4 3 II�ICREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than twenty-five (25) percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion 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 not shall such changes be considered as 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 overall quantities of sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4 (1) �'i 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 Contract Documents or of quantities or 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 a"Change order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be deternuned 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 deternuned by the Owner, plus a iixed fee to be agreed upon but not to exceed 10 percent 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 owner by him and used for extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other proiit, 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 suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting Parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. C4-4 (2) 1_; Shou(d a clifference arise as to what does or dose not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall tile his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "Extra Work" whether or not initiated by a"Change Order" shall be a full, complete and iinal 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 of the change or extra work. C4-4.6 CONSTRUCTION SCHEDLJLE: Before commencing any work under this contract, the CONTRACTOR shall submit to the OWNER a draft detailed baseline construction schedule that meets the requirements described in this specification, showing by Critical Path Method (CPM) the planned sequence and timing of the Work associated with the Contract. All submittals shall be submitted in PDF format, and schedule iiles shall also be submitted in native iile format (i.e. file fortnats associated with the scheduling software). The approved scheduling software systems are indicated in the Schedule Guidance Doucument. The Schedule Guidance Document is located on Buzzsaw and is hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein. It is suggested that the CONTRACTOR employ or retain the services of a qualiiied Project Scheduler to develop the required schedules. A qualified Project Scheduler would have the following minimum capabilities and experience. a. Experience preparing and maintaining detailed schedules, as well as 1 year of experience using approved scheduling software systems as defined in this speciiication. b. Knowledge of Critical Path Method of scheduling and the ability to analyze schedules to determine duration, resource allocation, and logic issues. C4-4 (3) � -, c. Understanding of construction work processes to the extent that a logical critical path method schedule can be developed, maintained, and progressed that accurately represents the scope of work performed. C4-4.6(a) BASELINE CONSTRUCTION SCHEDULE: The CONTRACTOR shall �ievelop, submit and review the draft detailed baseline construction schedule with the OWNER to demonstrate the CONTRACTOR's understanding of the contract requirements and approach for performing the work. The CONTRACTOR will prepare the final detailed baseline construction schedule based on OWNER comments, if any. The CONTRACTOR's first (1 st) payment application will only be processed after the detailed baseline construction schedule has been submitted by the CONTRACTOR and accepted by the OWNER. The following guidelines shall be adhered to in preparing the baseline construction schedule. a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements, and completion time. b. The construction progress shall be divided into activities with time durations no greater than 20 work days. Fabrication, delivery and submittal activities are exceptions to this guideline. c. Activity durations shall be in work days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. The critical path shall be clearly shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the late start date using CPM. Float tim.e is a shared and expiring resource and is not for the exclusive use or benefit of the CONTRACTOR or OWNER. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall be divided into general activities as indicated in the Schedule Guidance Document and each general activity shall be broken down into sub- activities in enough detail to achieve sub-activities of no greater than 20 days duration. The Schedule Guidance Document is located on Buzzsaw and is hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein. For each general activity, the construction schedule shall identify all trades or subcontracts applicable to the project whose work is represented by activities that follow the guidelines of this section. For each of the trades or subcontracts applicable to the project, the construction schedule shall indicate the following: procurement, construction, pre-acceptance activities, and C4-4 (4) 1.� events in their logical sequence for equipment and materials. Include applicable activities and milestones such as: 1. Milestone for formal Notice to Proceed 2. Milestone for Final Completion or other completion dates specified in the contract clocuments 3. Preparation and transmittal of submittals 4. Submittal review periods 5. Shop fabrication and delivery 6. Erection and installation 7. Transmittal of manufacturer's operation and maintenance instructions 8. Installed equipment and material testing 9. Owner's operator instructions (if applicable) 10. Final inspection 11. Operational testing C4-4 6(b) PROGRESS CONSTRUCTION SCHEDULE: The CONTRACTOR shall prepare and submit monthly, no later than the last day of every month, to the OWNER for approval the updated schedule in accordance with C4-4.6 and C4-4.7 and the OWNER's Schedule Guidance Document inclusive. As the Work progresses, the CONTRACTOR shall enter into the schedule and record actual progress as described in the Schedule Guidance Document. The updated schedule submittal shall also include a concise narrative report that highlights the following, if appropriate and applicable: • Changes in the critical path, • Expected schedule changes, • Potential delays, � Opportunities to expedite the schedule, • Coordination issues the OWNER should be aware of or can assist with, • Other schedule-related issues that the CONTRACTOR wishes to communicate to the OWNER. a. The CONTRACTOR's monthly progress payment applications will not be accepted and processed for payment without monthly schedule updates, submitted in the time and manner required by this specification and the Schedule Guidance Document, and which accurately reflects the allowable costs due under the Contract Documents and is accepted by the OWNER. b. Only one schedule update will be required per month in accordance with the Schedule Guidance Document and this specification. c. Failure to maintain the Schedule in an accepted status may result in the OWNER withholding payment to the CONTRACTOR until the schedule is accepted. C4-4 (5) fl � C-4-4.6(c) PERFORMANCE AND CONSTRUCTION SCHEDULE• 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 schedule progress and to ensure completion of the Work within the allotted Contract time. Failure of the CONTRACTOR to comply with these requirements shall be considered grounds for determination by the OWNER that the CONTRACTOR is failing to execute the Work with due diligence as will ensure completion within the time specified in the Contract. C4-4.7 SCHEDULE TIERS SPECIAL INSTRUCTIONS: The requirements for the schedule are determined based on the nature and needs of the project. The schedule for all projects shall be Tier 3 unless otherwise stated in the contract documents. The requirements for each Tier are described below. CONTRACTOR shall submit each schedule relying on the Schedule Guidance Document provided in the Contract Documents. TIER 3 COST LOADING SPECIAL INSTRUCTION5: 1. At a minimum, each Activity Breakdown Structure (ABS) in the scheduling software shall be cost-loaded with the total contract dollars associated with the respective AB5 elements. TIER 4 COST LOADING SPECIAL INSTRUCTIONS: 1. Adhere to all Tier 3 requirements, and additionally the following: 2. Work (Schedule of Values Pay Items using the OWNER's standard items) shall be loaded into the scheduling software using the "NON- LABOR" resource type showing the quantity of work to be done along with the corresponding value of the work measured in dollars. It is intended that Earned Value will be calculated as the schedule resources are progressed. TIER 5 COST LOADING SPECIAL INSTRUCTIONS: 1. Adhere to all Tier 4 requirements, and additionally the following: Labor resources (Man-Hours) shall be loaded into the scheduling software using the "LABOR" resource type with man-hours and without cost. C4-4 (6) L; PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS SECTIOIV C5-5 CONTROL OF WORK AND MATERIALS CS-5.1 AUTHORTTY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. The Engineer shall decide all questions which arise as to the quality and acceptability of the materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fuliillment 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, sequence 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. The Engineer shall detemune the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the owner and Contractor, a written decision on the matter in controversy. CS-5.2 CONFORMTTY WTTH 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 other wise 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. CS-5.3 COORDIIVATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specification, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the C5-5 (1) � �-1 Contract Documents, and the owner shall be permitted to make such corrections or interpretations as may be cleemed necessary for fultillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the coni7ict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of the project at all times, one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas, and shall be subject to call, as is the project superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the CS-5 (2) � discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fuliill this written request, or does not shoe just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate iield office for use of the Engineer, if specifically called for. The iield office shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather proof, so that documents will not be damaged by the elements. CS-5.7 CONTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTOR: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fuliill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of perfornung the work, the City Inspector will have the authority to reject materials or equipment, and/or to suspend work until the question at issue can be referred to and decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary tot he requirement s of the C5-5 (3) � � Contract Documents. The City Inspector will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents of the Contract Documents, provided, however, should the Contractor object to any orders or instructions or the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in Controversy. CS-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should Work so exposed or examined prove to be unacceptable, the uncovering or removing and replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. CS-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK:AII work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at this expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specially provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due tot he Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such work. C5-5.11 SUBSTITUTE MATERIALS OR EOUIPMENT: If the Specifications, law, ordinance, codes or regulations pernut Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the function called for by the general design, be similar and of equal substance to that specified and be suited to the same use and CS-5 (4) !� capable of performing the same function as that specified ; and identifying all variations of the proposed substitute from that specitied and indicating available maintenance service. No substitute shall be ordered or installed without 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 employees 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 OF 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 other wise specifically provided. The failure of the Owner to make any tests of materials shall 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 speciiic written permission of the Engineer, use 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 Contractor 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 new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction contract shall be stored so as to insure the preservation of 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 ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the plans relative to the existing utilities are based on the best information available. Omission from, the inclusion of utility locations on the Plans is not to be considered as 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 CS-5 (5) fl 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 sufticient 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 of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines. Verification of existing utilities, structures, and service lines shall include notiiication of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if .necessary. All veritication of utilities and their adjustment shall be considered subsidiary work. CS-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: l. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. 2. Notify each customer personally through responsible personnel as to the 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 door knob. The tag shall be durable in composition, and in large bold letters shall say: CS-5 (6) � "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on between the hours of and This inconvenience will be as short as possible. Thank You, Contractor Address Phone b. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above, but immediate. C5-5.16 MUTUAL RESPONSIBII.,ITY OF CONTRACTORS: If, through act or neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall suffer loss or damage of 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 damage alleged to have been sustained, the owner will notify the Contractor, who shall indemnify and save harmless the owner against any such claim. CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four (24) hours after written notice is given 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 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, shall be deducted from the monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The 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 �ny clean-up required on the project. CS-5 (7) II C5-5.18 FINAL IIVSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed, the Engineer will notify the proper officials of the Owner and request that a 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 notiiied in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of noti�cation of the Engineer and the date of final inspection of the work. l� 1 CS-5 (8) L PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBII.,ITY 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 or misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its ofiicers, 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 pernuts and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6 3 PATENTED DEVICES MATERIALS, AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract price shall include all royalties or cost arising from patents, trademarks, and copyrights 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 trade-mark or copyright 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 the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by C6-6(1) 1. the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to the property contiguous tot he work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway trafiic, with specific approval by the Engineer, If diversion of traffc is approved by the Engineer at any location, the Contractor may make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of trafiic. Sidewalks must not be obstructed except by special pernussion of the Engineer. The materials excavated and the construction materials such as pipe used in construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work or materials furnished by the Owner or by the City shall be deducted from the monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. C6-6(2) � Tlie Contractor shall at all times conduct his operation and use of construction cnachinery so as not to damage or destroy trees and scrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6 6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be pernutted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or staked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railroad tracks, the work shall be carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railroad, the City will secure the necessary easement for the work. Where the railroad tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work and take all precautions for the safety of property and the public. Negotiations with the railway companies for the permits shall be done by and through the City. The Contractor shall give the City Notice not less than iive days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6 8 BARRICADES. WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights, and danger signals, shall provide such watchman, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufiicient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under C6-6(3) � construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Trafiic on Highways", codiiied as Article 6701d Veron's Civil Statues, pertinent section being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number 871-8075), to remove the sign. In case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referred 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 speciiications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re- installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible foe all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the Work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 U5E OF EXPLOSNES. DROP WEIGHT ETC • Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in advance of the use of any C6-6(4) 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 specitied in the Special Conditions 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. 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 expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose 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 speciiically provided otherwise, the Contractor shall cleac 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 every precaution to prevent damage to, all tress, 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 adjacent to the work. The Contractor shall notify the proper representatives of the owners or occupants of the public or private lands of 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 be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of non-execution thereof on the part of the Contractor, he shall restore or have restored as his 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 C6-6(5) �l replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction 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 brace posts on either side of the permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the 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 proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property or to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or to become due to the Contractor under this contract. C6.6.11 IIVDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an ofiicer, agent, servant, or employee of the Owner. Contractor shall have exclusive control of and exclusive right to control the details of all work and services performed hereunder, and all persons perfornung the same, and shall be solely responsible for the acts and omissions of its ofiicers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS• Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of ofiicers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its ofiicers, agents, servants, and employees for property damage or loss, ancUor personal injuries, including death, to any and all person of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its oFficers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in apart, any and all alleged acts of omission of ofiicers, agents, employees, contractors, subcontractors, licensees, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30 days after the date of such iinal inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claims 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-iinal payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-iinal payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory tot he Director that: The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the C6-6(7) Director may recommend that iinal 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 foe 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 25`h day of the month succeeding that in which ant such damage is claimed to have been sustained, the Contractor shall iile with the Engineer an itemized statement of the details and the 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 iiled 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 the property t�at 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 divisions. 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 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 speciiied 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 construction will be adequately protected. C6-6(8) � C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURIVISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing tire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be made at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C 6-6.17 USE OF A 5ECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written notice of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of� the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or deiicient operations on the part of the Contractor, shall be performed by the Contractor at his expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part 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 WANER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6(9) 1 1� C6-6.20 PERSOIVAL LIABQ.ITY 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 representative of the Owner, either personally or other wise 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, and organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owner 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 pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX C6-6(10) 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 workmen under his immediate superintendance, work of a value of not less than fifty (50%) percent of the value embraced on the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject tot he same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any states, 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 difiicult to iix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operations, 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 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 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. C7-7(1) � The seyuence requested of all construction operations shall be at all times as specitied in the Special Contract Documents. Any Deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such speciiication or approval by the Engineer shall not relieve the Contractor from 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 LIMITATION OF OPERATIONS: The working operations 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 proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EOUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties and 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 to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglect or refuses to comply with or carry out the direction of the owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufiicient 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 the 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(2) ! ., C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as deiined in C1-1.23 "WORKING DAYS" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. 1Vothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or L,egal 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 that the preceding Thursday. 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 C1-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees iit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized. 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 time alleged cause of delay shall occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time for completion of work, consideration will be given to unforeseen causes beyond the control of and without the fault or negligence of the Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes, or delays of sub-contractors due to such causes. C7-7(3) �i When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide 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 mat 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 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 the Engineer found correct, shall be approved and referred by the Engineer to the City Council for final approval or disapproval; and the action thereon by the City Council shall be �nal and binding. If delay is caused by specific orders given by the Engineer 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 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 speciiied in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise speciiied in other parts of the Contract Documents, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. C7-7(4) 1 j AMOUNT OF CONTRACT Less than $ 5,001 $ 15,001 $ 25,001 $ 50,001 $ 100,001 $ 500,001 $ 1,000,001 $ 2,000,000 to to to to to to to and over $ 5,000 $ 15,000 $ 25,000 $ 50,000 $ 100,000 $ 500,000 $ 1,000,000 $ 2,000,000 inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive AMOUNT OF LIQUIDATED DAMAGES PER DAY $ $ $ $ $ $ $ $ $ 35.00 45.00 63.00 105.00 154.00 210.00 315.00 420.00 630.00 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 speciiied by the Contract Documents would be incapable or very difficult to calculate due to lack of accurate information, 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 Contractar 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 vent 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 unsuitable 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 the work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indeiinite 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 THETIME OF COMPLETION, and should it be C7-7(5) 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 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. 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 Contractor, than 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 my 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 not anticipated proiits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE 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 canceled by the City Council for any good and sufiicient 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. b. Substantial evidence that progress of the work operations by the Contractor is insufiicient to complete the work within the specified time. C7-7(6) c. Failure of the Contractor to provide and maintain sufiicient 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 action 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 canceled, 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 written consent of the owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. 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. C7-7(7) [n case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such work thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contract, 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 the performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the iinal acceptance and final payment made by the Owner. C7-7.16 TERMIIVATION FOR CONVENIENCE OF THE OWNER: The performance of the work 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. A. NOTICE OF TERMINATION: Any Termination shall be effected by mailing a notice of the 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 Postal Service 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 C7-7(8) c(aim, 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: Stop work under the contract on the date and to the extent specitied in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by 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: a. the fabricated or unfabricated parts, work in progress, 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 the 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 work as shall not have been terminated by the notice of termination; and 6. Take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of C7-7(9) i I which has been directed or authorized by Engineer, Not later than 15 days thereafter, the owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after the notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of the work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made and as further reduced by the contract price work not ternunated. 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 the amount to be paid to 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 paid to 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 in C7-7.16(D) upon the whole amount to be paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the Contractor under this section there shall be deducted; 1. all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; C7-7(10) l� 2. any claim which the Owner may have against the Contractor in connection with this contract; and 3. the agreed price for, or the proceeds of the sale of, any materials, 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. ADJUST`MENT: If the termination hereunder be 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 equitable adjustment of the price or prices speciiied in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), such equitable adjustment as may be agreed upon shall be • made in such price or prices; noting contained herein, however, shall limit the right of the owner and the Contractor to agree upon the amount or amounts to be paid tot he 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: Noting contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT" or any other right which the Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. 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 with the work. C7-7(11) �1 PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and item installed. C8-8.2 UNTT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, iinishing costs, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other clauses, delays, proiits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the 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, C8-8(1) �L: and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the 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, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guaranty period after the iinal 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 conect the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1'` and the 5`n 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 10`h day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars ($100.00) inn amount, 90°Io of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000.00, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000.00 or greater, 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 estimates may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed (such payment will be allowed on a basis of 85% of the net invoice value thereot). The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the veriiication or the preparation of partial estimates. It is understood that partial estimates from month to month will be approximate only, all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quantity of sufiiciency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to perform the work strictly in accordance with the specifications or provisions of this Contract. C8-8(2) I I C8-8.6 WITHHOLDIlVG 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. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract llocuments 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 �nal inspection. The Engineer shall notify the appropriate ofiicials 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 modiiications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment thereof as outlines in paragraph C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modiiications 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. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the fnal payment. The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after the final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the owner satisfactory evidence of compliance as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an afiidavit as furnished by the City, certifying that; A. all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, B. that the wage scale established by the City Council in the City of Fort Worth has been paid, and C. 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 the Contract Documents or any act or neglect of said City relating to or connected with the Contract. C8-8(3) l.� The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which speciiically 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 thereof 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 Contract Documents, approved modiiications thereof, and all alterations thereof. 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 the 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 pay for any damage to the 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 and shall 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 outlined. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work speciiically 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, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in 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: The Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the C8-8(�) site, in good order and annotated to show all changes made during the construction process. These shall be delivered to the Engineer upon completion of the work. U C8-8(5) !� li SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent 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, payrnent shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. 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. C. Part C- General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-3 of Part D- Special Conditions. D. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised Pg. 1 10/24/02 E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its ot�cers, agents, employees, subcontractors, licensees or invitees, whether or not anv such injurv, damaQe or death is caused, in whole or in part, bv lhe neQligence or alle,�er! �re�li�ence of Orvner, its officers, servants, or emplovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner &om and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, wl:ether or not anv srrch iniury or damaQe is caused in whole or in nart by tlre ne�liQence or alleQed ne,�li,�ence oiOwner, its olrcers, servants or emplovees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. F. INCREASED OR DECREASED QUANTITIES: Part C- General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shall such changes be considered as 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 of sanitary sewer pipe in each pipe size but not to the various depth categories. G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL Revised Pg. 2 10/24/02 � INSURANCE REOUIREMENTS" a. The City, its of�'icers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a miniinum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. Revised 10/24/02 Pg. 3 m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the 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 completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the 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, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the 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. I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10, General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the following: 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 pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of fmal acceptance of the work unless a longer period is specified and shall 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 outlined. The Owner will give notice of observed defects with reasonable promptness. Revised Pg. 4 10/24/02 � I � ', Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. J. Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-29 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 K. C3-3.7 BONDS (CITY LET PROJECTS�: Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: Revised 10/24/02 Pg. 5 In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING". L. RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after 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. 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 the Contractor for the cost of copies as follows: 1. 50 copies and under - 10 cents per page Revised Pg• 6 10/24/02 1 �� 2, More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph C6-6.10 work within easements, page C6-6(4), part C- General Conditions of the Water Department General Contract Document and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price of the pipe. N. Reference Part C- General Conditions, Section C6-6.8 BARRICADES. WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Part C(General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to pernut an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the corrunission 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 negligent misrepresentation) and/or commission of fraud will result in the Contractor being deternuned to be irresponsible and barred from participating in City work for a period of time of not less than thee (3) years. Revised 10/24/02 Pg. 7 l.. P. WAGE RATES: Section C3-3.13 of the General ConditionS is deleted and replaced with� the following� (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government� Code, including the payment of not less than the rates determinedby the City Council o� the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 225$,� "I'exas Government Code. Such prevailing wage rates are included in these contractj �iocuments� (b) The contractor shall, for a period of three (3) years following the date of acceptance o� the work, maintain records that show' (i) the name and accupation of each worker� employed by the cantractor in the construction of the work provided for in this contract; � and (u) che actual per diem wages paid to each worker, These records shall be open at all� reasonable hours for inspection by th� City. The provisions of 5ection C-1, L. Right to i Audit (Rev. 9/30/02) pertain to this inspectian� (c) The contractor shall inchtde in its subcontracts and/or'shall otherwise require all of its:� subcontractors to comply with paragraphs (a) and (b) above. � (d) With each partial payment estimate or payroll period, whichever is less, an affidavit� stating that the contractor has complied with the requirements of Chagter 225 $, Texas� Go�ernment Code� The contractor shall post the prevailing wage rates in a canspicuous place at the site of the� project at all times� Revised Pg. 8 10/24/02 � PART D - SPECIAL C�NDITI�NS D-1 GENERAL ............................................................................................................................3 D-2 COORDINATION MEETING ................................................................................................5 D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......................5 D- 4 COORDINATION WITH FORT WORTH WATER DEPARTMENT ......................................7 D- 5 CROSSING OF EXISTING UTILITIES ................................................................................7 D- 6 EXISTING UTILITIES AND IMPROVEMENTS ....................................................................8 D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES ..................................................................8 D- 8 TRAFFIC CONTROL ...........................................................................................................9 D- 9 DETOURS .........................................................................................................................10 D- 10 EXAMINATION OF SITE ...............................................................................................10 D- 11 ZONING COMPLIANCE ................................................................................................10 D- 12 WATER FOR CONSTRUCTION ....................................................................................10 D- 13 WASTE MATERIAL .......................................................................................................10 D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE ........................................................10 D- 15 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ..............................11 D- 16 BID QUANTITIES ..........................................................................................................11 D- 17 CUTTING OF CONCRETE ............................................................................................11 D- 18 PROJECT DESIGNATION SIGN ...................................................................................11 D- 19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ........................................12 D- 20 MISCELLANEOUS PLACEMENT OF MATERIAL ..........................................................12 D- 21 CRUSHED LIMESTONE BACKFILL ..............................................................................12 D- 22 2:27 CONCRETE ...........................................................................................................13 D- 23 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ...........................................13 D- 24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS ..............14 D- 25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) ..................15 D- 26 SANITARY SEWER MANHOLES ..................................................................................16 D- 27 SANITARY SEWER SERVICES ....................................................................................19 D- 28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES ..................20 D- 29 DETECTABLE WARNING TAPES .................................................................................23 D- 30 PIPE CLEANING ...........................................................................................................23 D- 31 DISPOSAL OF SPOIL/FILL MATERIAL .........................................................................23 D- 32 MECHANICS AND MATERIALMEN'S LIEN ...................................................................23 D- 33 SUBSTITUTIONS ..........................................................................................................23 D- 34 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ..............24 D- 35 VACUUM TESTING OF SANITARY SEWER MANHOLES ............................................27 D- 36 BYPASS PUMPING .......................................................................................................28 D- 37 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER............28 D- 38 SAMPLES AND QUALITY CONTROL TESTING ...........................................................30 D- 39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) .................................................................................31 D- 40 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ..........................32 D- 41 PROTECTION OF TREES, PLANTS AND SOIL ...........................................................32 D- 42 SITE RESTORATION ....................................................................................................32 D- 43 CITY OF FORT WORTH STANDARD PRODUCT LIST ................................................33 D- 44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING ...............................................33 D- 45 CONFINED SPACE ENTRY PROGRAM .......................................................................38 D- 46 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ..............................39 D- 47 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) ........................39 D- 48 CONCRETE ENCASEMENT OF SEWER PIPE ............................................................40 D- 49 CLAY DAM .....................................................................................................................40 02/09/2010 S C- � PART D - SPECIAL C�NDITI�NS D- 50 EXPLORATORY EXCAVATION (D-HOLE) ...................................................................40 D- 51 INSTALLATION OF WATER FACILITIES ......................................................................40 51.1 Polyvinyl Chloride (PVC) Water Pipe ...........................................................................40 51.2 Blocking .......................................................................................................................41 51.3 Type of Casing Pipe .....................................................................................................41 51.4 Tie-Ins ..........................................................................................................................41 51.5 Connection of Existing Mains .......................................................................................41 51.6 Valve Cut-Ins ...............................................................................................................42 51.7 Water Services ............................................................................................................42 51.8 2-Inch Temporary Service Line ....................................................................................44 51.9 Purging and Sterilization of Water Lines ......................................................................45 51.10 Work Near Pressure Plane Boundaries .......................................................................45 51.11 Water Sample Station ..................................................................................................46 51.12 Ductile Iron and Gray Iron Fittings ................................................................................46 D- 52 SPRINKLING FOR DUST CONTROL ............................................................................47 D- 53 DEWATERING ..............................................................................................................47 D- 54 TRENCH EXCAVATION ON DEEP TRENCHES ...........................................................47 D- 55 TREE PRUNING ............................................................................................................47 D- 56 TREE REMOVAL ...........................................................................................................48 D- 57 TEST HOLES ................................................................................................................48 D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION.........................................................................................................................49 D- 59 TRAFFIC BUTTONS ......................................................................................................49 D- 60 SANITARY SEWER SERVICE CLEANOUTS ................................................................50 D- 61 TEMPORARY PAVEMENT REPAIR ..............................................................................50 D- 62 CONSTRUCTION STAKES ...........................................................................................50 D- 63 EASEMENTS AND PERMITS ........................................................................................50 D- 64 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ..................................................51 D- 65 WAGE RATES ..............................................................................................................51 D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ......................................53 D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN1 ACRE) .............................................................................................................................53 D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTINGWATER SYSTEMS ......................................................................................................55 D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD ...................................................56 D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION .......................................................56 D-71 AIR POLLUTION WATCH DAYS .......................................................................................57 D-72 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS ............................................57 ovosi2o�o SG2 � PART D - SPECIAL CONDITIONS This Part D— Special Conditions is complimentary to Part C— General Conditions and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any provision in Part C— General Conditions and part C1 — Supplementary Conditions to Part C of the Contract are to be read together. Any conflict between Part C— General Conditions and Part C1 — Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: SANITARY SEWER REHABILITATION, CONTRACT 74 (BASINS M-170, M-204, & M-272D2) � FORT WORTH, TEXAS CITY PROJECT NO. 00360 WATER DEPARTMENT PROJECTS NO. P254 — 707170036083 & P258 - 707170036083 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by 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. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shatl be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH ovosi2o�o SC-3 PART D - SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transpo�tation 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 Centrat Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless � it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed 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. ovosizo�o SC-4 PART D - SPECIAL CC�NQITIC�NS D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The contractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the 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, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 02/09/2010 SC-5 PART D - SPECIAL CONDITI�NS 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing 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; 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. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 02/09/2010 S C-6 PART D - SPECIAL CONDITIONS 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier 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. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512) 463-3642 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- 4 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- 5 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 watertight or be 02/09/2010 S C-% PART D - SPECIAL CONDITI4NS constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. 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. Backfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid in the Proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions (as approved or authorized by the applicable utility company) for the support, protection 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. It is understood that the Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with the proposed 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 are deemed subsidiary work and the cost of same and 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. 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. D- 7 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 ozosizo�o SC-8 � PART D - SPECIAL C(�NDITI�NS line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of 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- 8 TRAFFIC CONTROL The contractor will be required to obtain a"Street Use Permit" prior to starting work. As part of the "Street Use PermiY' a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E.) in the state of Texas), to the City Traffic Engineer (Tel (817)392-8770] at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the `Notice to Proceed' issued the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 817-392-7738) 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. Work shall not be performed on ce�tain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The lump sum pay item for traffic control shall cover design and / or installation, and maintenance of the traffic control plan. ovosi2o�o SC-9 PART D - SPECIAL CONDITI�NS D- 9 DETOURS The contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D- 10 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- 11 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- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish wate� for construction. D- 13 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- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. 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- 02/09/2010 SC-� � PART D - SPECIAL C(�NDITICaNS 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. The City of Fort Worth shall give final acceptance of the completed project work. D- 15 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 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 (ONCOR) 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 ONCOR, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the ONCOR company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D- 16 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. D- 17 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- 18 PROJECT DESIGNATION SIGN otiosi2o�o SC-11 PART D - SPECIAL C�NDITIC�NS Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. 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) 392-8306 M-F 7:30 am to 4:30 p.m. or (817) 392-8300 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- 19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks 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 gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, required, shall be included driveway repair. concrete, forming materials and all other associated appurtenances n the square yard price of the bid item for concrete sidewalk or D- 20 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D- 21 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. ovosi2o�o SC-12 r PART D - SPECIAL CONDITI�NS 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, and General Contract Documents. D- 22 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures STR-028,STR-029 and STR-031 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- 23 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 Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, Type "B" backfill material shall be used only with the consent and approval of the Engineer. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure WTR-029. Sand material specified in WTR-029 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: L� 1' otiosi2o�o SC-13 PART D - SPECIAL CC�NDITI�NS • Less than 10% passing the #200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 All other provisions of this section shall remain the same. 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 (A.S.T.M. D698) by mechanical devices specifically designed for compaction or a combination of inethods subject to approval by the Engineer. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of inethods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing t�ench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, with the exception of Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D- 24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS 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 STR-028 through STR-031. The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents. 02/09/2010 SC-14 � PART D - SPECIAL CONDITIQNS 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 fevel 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. 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 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 Construction Services section 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 Construction Services section. D- 25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) 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. The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. 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. ovosizo�o SC-15 PART D - SPECIAL C(�NDITIONS 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. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave- ins, Shoring systems are generally comprised of 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 embedment or bottom of excavation. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. . D- 26 SANITARY SEWER MANHOLES A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of additional construction. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per COFW Standard Detail SAN-009. 2. DELETED 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. ovosizo�o SC-16 f� PART Q - SPECIAL CUNDITI�NS 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 PAMREX, or approved equal, with 30-inch clear opening. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. 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: 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. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. 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. 02/09/2010 SC-17 PART D - SPECIAL CC�NDITIONS 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. 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 quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too la�ge to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre- formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 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 of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The 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, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. ozosizo�o SC-18 1` PART D - SPECIAL CC�NDITIQNS The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. 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, lift hole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D- 27 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. D. 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 pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. E. 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 Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For situations involving sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the elevations 02/09/2010 SC-19 PART D - SPECIAL CC�NDITIONS (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de-holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is not satisfied. If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re-routes that are not installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained from the City of Fort Wo�th Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer re-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D- 28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, shown on the located in the Section E2-1 Documents ai Condition. salvaging and/or abandonment of existing facilities will necessarily be required as plans, and/or described in these Special Contract Documents in addition to those field and identified by the Engineer. This work shall be done in accordance with 5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract id Specifications, unless amended or superseded by requirements of this Special 0?J09/2010 SC-2� �� PART D - SPECIAL CONDITIaNS 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 shail 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 ir slab and lid removed and vault walls demolished to a point not less than The void area caused shall then be backfilled and compacted in ac method as specified in Section E2-2.9 Backfill. Backfill material shall material approved by the Engineer. Surface restoration shall be comp surrounding grade. place shall have top 18" below final grade. :ordance with backfill �e suitable excavated �tible with the existing G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. 02/09/2010 SG21 PART D - SPECIAL C�NDITIONS H. REMOVAL OF MANHOLES: Manholes to be removed shall have ali 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 va�ious 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. 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. C. 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). L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. 02/09/2010 SCi-22 f� PART D - SPECIAL C�NDITIC)NS D- 29 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'/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utilify Co/or Code Water Sewer Safety Blue Safety Green Le_qends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D- 30 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- 31 DISPOSAL OF SPOIL/FILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise 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, Contractor shall remove the spoil/fill material at his expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 32 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of inechanics and material men's liens upon receipt of payment. D- 33 SUBSTITUTIONS 02/09/2010 SC-23 PART D - SPECIAL CC�NDITIONS 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 particu�ar 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 Contractor procures the proposed substitute. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D- 34 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 present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high- velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully perFormed from one manhole, the equipment shall be set up on the other manhole and 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. ovosizo�o SC-24 PART D - SPECIAL Cf�NDITIONS When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection videotapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy otiosi2o�o SC-25 PART D - SPECIAL CONDITIONS of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 rnm, 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. The Engineer will return tapes to the Contractor upon completion of review. 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 PRfOR 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. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily 02/09/2010 SC-26 r PART D - SPECIAL CONDITIONS evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be 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- 35 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 45 sec. 59 sec. 20' 50 sec. 65 sec. 02/09/2010 SC-27 PART D - SPECIAL CONDITIONS 22' 55 sec. 72 sec. 24' 59 sec. 78 sec. 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D- 36 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- 37 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an independent sub-Contractor hired by the prime Contractor. 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 otiosizo�o SC-28 T� PART D - SPECIAL CC�NDITIONS satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. 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 emqhasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interFere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection 02/09/2010 SC-29 PART D - SPECIAL C�NDITIONS and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor qualitv that the Enqineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a qood tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for 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- 38 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. 02/09/2010 SC-3� PART D - SPECIAL C�NDITIONS 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- 39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right- of-way, clearing and grubbing, the surFace area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 4. 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. 5. 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. ovosi2o�o SC-31 PART D - SPECIAL CC�NDITIONS 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D- 40 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 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- 41 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved o� restored after completion of the work, to a condition equal to or better than 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. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 817-392-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D- 42 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. ovosi2o�o SC-32 r- PART D - SPECIAL C�NDITIC�NS D- 43 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- 44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING 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 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 shafi be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas 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 healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be ovosi2o�o SC-33 PART D - SPECIAL CONDITIQNS watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in othe� items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding 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 (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or 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: ovosizo�o SC-34 f' PART D - SPECIAL C�NDITIQNS 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: ��•u��•� \.u- Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Purity 95% 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 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; (Ib.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue to Western Wheatgrass May 1 Annual Rye Total: 50 50 50 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. 02/09/2010 SC-35 PART D - SRECIAL CONDITI�NS b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be 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- 45, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-45, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-45, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, 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. ovosi2o�o SC-36 T � PART D - SPECIAL CONDITI�NS RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been pianted may be repianted 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 cult packer wheel. 4. HYDROMULCH SEEDING: If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes. 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20- 0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work 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 hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. 02/09/2010 SC-37 PART D - SPECIAL CONDITIONS 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 shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and 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 provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D- 45 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. otiosizo�o SC-38 PART D - SPECIAL C�NDITI�NS D- 46 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 7. 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. 8. 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. 9. 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. 10. 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. 11. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D- 47 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 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 at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe 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. 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. 02/09/2010 SC-39 PART D - SPECIAL CC?NDITI�NS 9. Sho�t tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D- 48 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D- 49 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- 50 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-6. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-6. 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- 51 INSTALLATION OF WATER FACILITIES 51.1 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). 0?J09/2010 S C-4� 1� PART D - SPECIAL CONDITIONS 51.2 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. 51.3 Type of Casing Pipe WATER: The casing pipe for open cut and bored o� tunneled sectian shall be AWWA C-200 Fab�icated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Speci�cations of General Contract Dacuments and Specificatians 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 thase speci�ed 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 recammended 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. 51.4 Tie-Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 51.5 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 ovosi2o�o SC-41 PART D - SPECIAL CONDITIONS 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 City Project Manager, Construction Services, Phone 817-392-8306, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 51.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 51.7 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 with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. ovosi2o�o SC-42 PART D - SPECIAL C�NDITIUNS. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber, 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from 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. 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. 2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a tine extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 02/09/2010 SC-43 PART D - SPECIAL C�NDITIONS 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. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A — Reinforced Plastic Water Meter Boxes. 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. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will inctude furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2. 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). 51.8 2-Inch Temporary Service Line A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. 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, ovo9izo�o SC-44 PART D - SPECIAL C(�NDITI�NS 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. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible. At the pre-construction conference the contractor will advise the inspector of the number of ineters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a�separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 51.9 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 City will provide all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 51.10 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 instatled are installed closed and no cross connections are made between pressure planes 02/09/2010 SC-45 PART D - SPECIAL CONDITIONS 51.11 Water Sample Station GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; h Never, the Contractor will be required to pick up this item at the Field Operations �rehouse. ,'YMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials :cessary for the installation of the 3/4-inch type K copper service line will be shall be �ncluded in the price bid for copper Service Line from Main to Meter. P�yment for all work and materials necessary for the installation tap saddle (if required), poration stops, and fittings shall be included in the price bid for Service Taps to Main. Na�ment 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. 51.12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. otiosizo�o SC-46 PART D - SPECIAL C�NDITIQNS D- 52 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. D- 53 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- 54 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- 55 TREE PRUNING A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 3. Steel "T" = Bar stakes, 6 feet long. 4. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 6. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 7. Survey and stake location of root pruning trenches as shown on drawings. 8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. ozosi2o�o SC-47 PART D - SPECIAL CONDITIONS 9. Backfill and compact the trench immediately after trenching. 10. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 11. 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. 12. 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- 56 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. D- 57 TEST HOLES The matter of subsurFace exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be incfuded in the linear foot bid price of the pipe. ovosi2o�o SC-48 PART D - SPECIAL C(aNDITIC)NS D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, City Project No (CPN)., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information: Name of the project, City Project Number, the date of the interruption of service, the period the interruption will take place, the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector.. All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. D- 59 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact SSMD at (817) 392-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. ovosizo�o SC-49 PART D - SPECIAL CC�NDITI4NS D- 60 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout stack and cap shall be cast iron. Payment for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service Cleanouts. D- 61 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization. No additional compensation shall be made for maintaining the temporary pavement. D- 62 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished. If the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. D- 63 EASEMENTS AND PERMITS The perFormance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or 02/09/2010 SC-5� PART D - SPECIAL CONDITI4NS 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 consultant who distributes the plans for the project. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's 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. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for thoroughly reviewing, understanding and complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For railroad permits, any and all railroad insurance costs and any other incidental costs necessary to meet the conditions associated with permit(s) compliance, including payment for flagmen, shall be included in the lump sum pay bid item for "Associated Costs for Construction within Railroad / Agency Right-of-way". No additional compensation shall be allowed on this pay item. D- 64 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. D- 65 WAGE RATES Compliance with and Enforcement of Prevailing Wage Laws Dutv to pav Prevailinq Waqe Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. Penaltv for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. ovosi2o�o SG51 PART D - SPECIAL C�NDITI�NS This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. Complaints of Violations and Citv Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. Pav Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Postinq of Waqe Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. (Wage rates are attached at the end of this section.) (Attached) 02/09/2010 S C-52 PART D - SPECIAL CONDITIC�NS D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas Department of Health. The notification must be filed at least ten days prior to removal of the material. If it remains in its non - friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents. D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the ovosi2o�o SC-53 PART D - SPECIAL C�NDITIONS permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Copies of the project SWPPP's are available for viewing at the office of the Consultant disbursing the plans for the project. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. ovosi2o�o SC-54 PART D - SPECIAL CONDITIQNS LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative. The Contractor shall not operate water line valves of existing water system. Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. ovosi2o�o SC-55 PART D - SPECIAL CONDITIONS D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: A letter will be mailed to the contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to b� provided to interested individuals will distributed by the Water DepartmenYs Public Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Water Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 02/09/2010 S C-56 r� PART D - SPECIAL C(�NDITIQNS D-71 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. . The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. D-72 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS Contractor is required to secure a Street Use Permit, issued by the City of Fort Worth Transportation and Public Works Permit Center (817-392-6594) prior to any work in public right of way. Permit will not be issued without a traffic control plan sealed and signed by a registered professional engineer licensed to practice in the State of Texas. Failure to acquire the proper permit and permission may result in a fine of $500/day to the contractor performing the work. Payment by the contractor for all Street Use Permits shall be considered subsidiary to the contract cost and no additional compensation shall be made. END OF P1�RT D- SPECI��I. CONDITIONS 02/09/2010 SC-57 PART D - SPECIAL Ct�NDITIONS (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: ,' ' ;�� ,. �,�/ Fr �1 ' �. � tF�°'.. . � � . ii � r /.,�L�r� � � r .; �� ; �d�;, .� , � r �c—�. �. �� .,r ,� __{�� '�:��J � ,� �; � ,�;; �, ; � , `� � .� . � `1yl : r" THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON WATER AND / OR SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR�S SUPERINTENDENT> AT <TELEPHONE NO.> m Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP TH/S FLYER HANDY WHEN YOU CALL 02/09/2010 SCi-rJ8 � PART D - SPECIAL C�NDITIQNS FO RT �UVO RT H � nos no. xx�cx Project name: I'�OTICE OF TEMPORARY WA'fER SLRVICE II�ITERRLiPTIOiy DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN TAE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPI30NE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. 02/09/2010 THANK YOU, ,CONTRACTOR SC-59 PART D - SPECIAL CONDITI�NS � TEXAS DEPARTMENT OF HEALTH OEMqLl71QN ! RENQVATION o �*`;� NOTIFICATION FORM � NOT�: CIRCLE ITEMS THAT ARE AMENDED T 17 H � NOTIFICATIdN� �f t) Abetement Gantrackar. TDH Ucansa Number. � Addr4ss : City; State; Lipc � bfflca Phone Nurrrtaar. f 1 Job Site Phone N�mbar: 0 5ite 3uperuisaC T�H Licensa Number. U g�te Superv�ar TDH Lfcense Number: s Trafned C�n-5ite N�SHAI� lndividuai; C�rtificaRion 4ate: Dnmoiltlon Cr�nlraotar: Otfics Phona Ivumb�r( 1 Address• Cily: State• Zp� y I 2j Project Car�sultant ar aperatQr. TI�H Lic�ns� Numbar. A4�iing A.ddress: � Clty: _ Slate: �.,p: afflca Phane� �lumber: ( 1 A 3� Faclllty �7wner. u AttenUnn; P h�ading Addre�: A Gly: 5late: Zip: Owner Phone Numb� "Noto: Tho IrtvoiCo fa� Itlo �otlficnNon fao wlll bu sont to the ownQr of the hullding orld the b[Iling ;� abtalnod tmm tha informo8an th�t Is pmvidod In thEa aectlon. fbr kh� fmaioe will � ry 4) descrtptlon or Facitiry N�m�: E PhysiGal Address: County. Cityl: zip: S Faciliiy Phane Number{ 1 Faciiity Contact F�er�on: N Descripiion of Ar�alRoom Number. A 3�riar Use: Future Use: � �' Age vf 6uIIdIr�glFacllHy: Size: aVum�er aF Floars: Sr.iiaai (K - i2): D YES Q wc �I 5) Typa nf Work: Q DemoUtian ❑ Ranovatlo� (Abatamon!) � Arrnua! Con�olidated T Wark will be during: � Day ❑��renirrg ❑ Night � Phas+ed PtaJ�ct IJ Qescripllon of work scitedule: �) fs thig a Publtc Buitding? 7 YE3 I7 NO Federal Faclllty't O YCS �� Jt� Induslrial Slte? 0 YE$ ❑ ND '� tiVESHAP-Only Facfllty? o YE3 0 NO ts Butlding��clliiy accupPed7 � vE5 17 Na � 7} �t�riificatian Type CHECK ONLY ONE � r� qriglnal (tU Worlking Days) :� Gancellation r; Amendme�t ❑ Emergency/4rdrtrad { If ihls is an amendmenl, w�ich Amendment number is thls?_ (Enelnso ccpq af arfg�nal andlar last amendmantj If an �me�enc��, vrha dld yau t�fk ►vit� at'i'UH7 �Roergancy�!: Date and Nour af �,n�a�an�� (NHlri1MIDDIYY); D�scriptia�r af Iha gudd�n, unexpected ew�nt �nd expl�adon of haw the event cau�gd unsaFe coriditian� or Would oause �quipment damage (campulers, machinary, ata. c3) Cescriplion nf proaed�rns to 6e followed Ir� the even[ ihat uncyxpectad ast�estns is P�und ar pr�vi�ously na�n-frisble asbeatas mat�rial becanas cxumbl�d, p�,Plerize�d, or reduced la pawder. _ 3 9} 4V�� n A�bastos surv�yperformed? ❑ Y�8 L� NO D�ts: / ! TL)H InsReaRo� �icense No: a Anaiylical Melhad: Q PLh4 ❑ TE�A C1 Assumod TDH t�b❑r�tory lfcense No: N �For 'TAHpA �publlc buibd[ngj praJscls: an a�aumptian must be made by a TDH Ll��nsed lnsp�ct�r) i0) C7esc�lptian af planned demoliUan ar ranov�ti�n �vark, type of matenal, �nd methad(gj to ba used; i 1} dasariplinn oP tivark praclfcee and en�ir,eeri�c� oantrot� to be used ta proao��t ami�sions af asbeatas at the demol Itl onlrenovalion: 02/09/2010 S C-6� PART D - SPECIAL CONDITIC�NS 12) AL� appllcabfe Itc3ms in th�laflawing tabla must be campleDed: IF NO ASQ@STOS PRESENT CHECK HERE � Approxlmate Amvunt ot Check u�it of mcasurcment AsBestos-Cnntaining Bullding Mate�iAl dlsbesto� Typa Pipas fiurface,4re� Lrt Ln S4 SQ Cu Cu Ft �.1 Ft R4 Ft �ul RACtii tn b� remaved �. RI:CM NOT removed I�terior Cata o I non-(riaWe removed �xterior Cai9 o I non-friabte remaved Cate I nan-fr(abt� NOT removed Interlar Cat o II non-hiable remaved F�terior Cat� II nan-friable remaved � ,,;�;'�;�,° �ate II non-frlabls PJOT r4moved �;;�;,� RAChi Otf-FaGlity Componant ♦�� t� • Y�;'�' �"�f > �� 13) V'/aste Trerrsportet M�no: ._ Tl)H L.icanse Number: lsddress: City: St�1e: Zip: Cc�tac# Ps�son: Phana Number: C ) 14� Waste Dispos�l Site T�lephone: � 1 TNRCC 5ta1e: ZiQ; 1 S) Far alructuralty unsaund ta�llitles, attach a copy af c[errtolitian arder and �deniify 4ovemmental C3fficla� beiow: N�� Re�lstratlan hla: Ti;la; Date of ord�r (Mf�4tL7n1YY). 1 1 Date order to begin (h,1h1JDDlYY} ! ! 16) Scheduled Oa#es of �lsbestoQ AbaEement {PdA�lQ[JUYY) Starr ! I Gam�leie: I J 17j Sch�d�led Dstas OemolfffonlRenov�tivn tM�dJDDlW) Start: I t Complete: ! � w Mote: Mt ihe �tart dele an Ihls nn4tiaat3on ean r�4t hq mok Ut�i TDH R�gfonal ar Lacal Prayram afflco Muathe cnntected hy phonv prfor ta the start date. Fallure to do ao is a vtotaklop In accard�nco !4 TAHPA, S�tion 298.61. 1 haraby aarlify Ihat all fnfarmafson I h�aave pravldad Is ecxrec6, camplete, �nd true t�o i�� b�st af rny knav�tedge. I acknotivied�e chat I am respons�ble far all aspeets of t�e no �t�fscaticn fc�rm, including, bUt nol limiffnc�, contenl and submission �iates. �o maxirnum penalty is 510,040 per d�ry per v%olatlori. [ 1 (Sign�iute of Building Dwnerl t?A�r�tor (F'rintad Namo) (D�ta} (T�Ispfione) o� Rel�egated Cor�su�tantlContraciary { } (Fax Number� �dAIL TO. ASB�STQ�a 1�tO71FIGATIaN SECTION TOXtG 51,18STANGE8 COhJTR�I. DIVISION T6XA3 OEPAi�'iMEN7' dF HEALTI�# 'Fexos ara not acc�ptad` PO BOX 143538 `F�txcs aro nat aceeptrrd• AUSTI�J, T}C 7E37143536 I'li: 512-E3?rl-Sf300. 1-8DU-572-55A8 Fnrm AAH#5, datad t1712�k72. ReAlaCes TDN form r�a��ct U711�Oi. For assrstance in completing farm. C3« }'�QQ- JT2-JJ+iS 02/09/2010 SC-61 PART D - SPECIAL Cf�NDITiONS ozosi2o�o SC-62 1 PART D - SPECIAL C�NDITIONS ,Air Tcol Operator 4sohalt Raker Asphalt Shoveler Asohalt Distribv?or Cperator .asphalt Paving h4ach�e Operatoi 3atc3�mg Plant Weigher =room or Swe+aper C7peratar 3ulldozer Ooerabar C3rpenter {Rnugh� Concrete �"inrsher- Paving Cancrete rmisher -Stnsctures Corscrete Parring Curbing titach. t Concrete Paving Fnishing S{ach. Concrece Pa+ring Joint Sealer Opa Concrwte Paving �aw Oper. Concrete �aving Spreader Oper. C�ncrete Ru6ber Crane, Ciamshell, Backhoe. Cerri City uf Fort Wo�th NighwAy (He�vy} Constn�ction Prevailin Wage Rates Far 2U08 Houri Rates Class�fications : t4.C8 :'craper dperator ;t3.GB :3ervicer :S.SO �li Farm P,iachine O eratar F 13.29 = reader Sox o erator 512_79 Tractar o erator. Craurrer T 5 t4.15 Tractor ooerator, Pneumat+c ;9.A6 Travelin �tixer C eraCor �13.22 Truck Drn�er-.^ing�e Axle (Ligh SS2.8U Truck Driver- �ir• te Axle IHea 51�.85 Truck Oriver- �andem Axle Se $f3.�7 Truck Oriver-lawba rFloat 512.C4 Truck Driver- Transk Miu '.Nagon Drill, Horing MacFiine, f $13.d3 Onller $t2_F[] '.Nelder b 13.�8 '.Nork Zone 3arricade Servicer b 54.�4 ;^ragiane. ShovN bt�. t� �leciricaan 519.12 F;agger s8_43 Farm Buiider- Structures 511.�3 Form 3etter- Paving & Cur6s 5t 1.E�3 F�undafion Dnll Operatar, Crawler hlount�ed .bt3.87 Foundatian Dr.11 Qperata�, Tncck A9aurtted 52e?0 r�ont End Loader 512.�?2 Laoorer- C ommon �a. t 8 Laharer- Utilky 5ia.85 �.SecfianGc S 19.97 ��filGng Macivne Cperator, Fne Grade :b11.t�3 5.f ixer c: perafor S 41.F$ ltotor Grader Operatnr;FFne Grade) $t5.� Sfotar Gr�der �oerator. Rouah Oiier &t4.54 I ?avement Markin Machine O er_ T�t+J.G4 Pioe La er �17.G1 Rolfer, Steet V4'heel P'aM- hiuc Pa�tements �t 1.�8 Roi!er, Steel UVheel Cther Flatwheei or Tam i� 5t�.92 Rmiler, Pneumatic, 5elf-Prc c-�Ied Scra �r 511.�7 Reiniwcin S±eef �eiier �avin $t4,88 r�einforoin Steel Setter 3fn�cture *�f8.�8 i Souree is AGC of Texas (Hwy, Hvy, l;tilities tndustrial 6ranchj ,v�rrw.access. gpogovldavishaconl 02/09/2010 SC-63 �rlY Rts i11.�32 > 12.32 312.33 >;a.az � 12.30 si�.a� 712.�3 � t Q.91 i11.�i7 $11.75 j14.93 �12.08 S14.Od 313.57 S10.�8 ia`,' _3 .�' � .��-.r*:� ° �`s.«�.��i�.. Q J ,vDi ✓ _ � .� { �} ` � ...:"�,.:R �a. � .. .. PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 DA-2 DA-3 DA-a DA-S DA-6 DA-7 DA-S DA-9 DA-10 DA-11 DA-12 DA-13 DA-14 DA-1S DA-16 DA-1? DA-18 DA-19 DA-20 DA-21 DA-22 DA-23 DA-26 DA-27 DA-28 DA-29 DA-3Q DA-31 DA-32 DA-33 DA-34 DA-3S DA-36 DA-37 DA-38 DA-39 10/23/08 AWARD OF CONTRACT FOR PROJECTS WITH l�1ULTIPLE UNITS (ONIITTED) ......................................................................................................................� PIPELINE REHABILITATION CURED-IN-PLACE PIPE .......................................4 YIPE ENLARGENIENT SYSTEM .................................................................................9 FOLD AND FORNI PIPE (ONIITTED) .......................................................................16 SLIPLINING (ONIITTED) ............................................................................................17 PIPE INSTALLED BY QTHER THAN OPEN CUT .................................................17 TYPEOF CASING PIPE ...............................................................................................20 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR (ONIITTED) ...............20 PROTECTIVE MANHOLE CQATING FQR CORROSION PROTECTION.......21 NIANHOLE REHABILITATION ................................................................................23 SURFACE PREPARATION FOR MANHOLE REHABILITATIQN .....................33 INT�RIOR MANHQLE COATING - NIICROSILICATE MORTAR SYSTEM (ONIITTED) ....................................................................................................................34 INTERIOR MANHOLE C4ATING - QUADEY SYSTEM (41VIITTED) ..............34 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM (OMITTED) ....,35 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM .........................35 INTERIOR NIANHOLE CQATING: PERMACAST SYSTENI WITH EPOYY LINER(ONIITTED) .......................................................................................................38 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (C�MITTED) .....38 RIGID F`IBERGLASS MANHOLE LINERS (C)MITTED) .......................................38 PVC LINED CQNCRETE WALL RECONSTRUCTIQN (OMITTED) .................38 PRESSURE GROUTING (OMITTED) .......................................................................38 VACUUM TESTING OF REHABILITATED MANHQLES ....................................38 FIBERGLASS MANHOLES (�MITTED) ..................................................................41 LOCATION AND EXP4SURE QF MANH4LES AND WATER VALVES (ONIITTED) ............................................................. ......................................................41 REPLACEN�NT OF H.M.A.C. PAVEMENT AND BASE (�MITTED} ...............41 GRADED CRUSHED STQNES (ONIITTED) .............................................................41 WEDGE MILLING 2" TO Q" DEPTH S.Q' WIDE (ONIITTED) .............................41 BUTT JOINTS - NIILLED (QMITTED) .....................................................................41 2" H.NI.A.G SURFACE COURSE (TYPE "D�� 1VIIX) ...............................................41 REPLACEMENT OF ?" C4NCRETE VALLEY GUTTER ....................................42 NEW 7" CONCRETE VALLEY GUTTER (ONIITTED) .........................................42 NEW 4" STANDAR.D WHEELCHAIR RAMP (ONIITTED) ...................................42 S" PAVEMENT PULVERIZATION (ONIITTED} ....................................................42 REINFORCED CQNCRETE PAVEMENT OR BASE (UTILITY CUT) (�iVIITTED) ....................................................................................................................42 RAISED PAVENIENT MARI�RS (QIVIITTED) .......................................................43 POTENTIALLY PETROLEUIVI GONTAIVIINATED IVIATERTAL HANDLING (OIVIITTED) ....................................................................................................................43 L4ADING, TRANSPORTATIQN, AND DISFOSAL OF CONTAMINATED SOIL (ONIITTED) ....................................................................................................................4� R4CK RIPRA,P - GRQUT - FILTER FABRIC (OIVIITTED) ...................................�3 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-4(l DA-�tl DA-�t2 DA-43 DA-�14 DA-a6 DA-a7 DA-48 DA-a9 DA-50 DA-51 DA-52 DA-53 DA-54 DA-55 DA-S6 DA-57 DA-58 DA-5� DA-60 DA-61 DA-62 DA-63 DA-64 DA-65 DA-66 DA-67 DA-68 DA-6� DA-70 DA-71 DA-?2 DA�73 DA-74 DA-7S DA-76 DA-77 DA-78 DA-?9 DA-80 DA-81 D�-$2 CONCRETE RIPRAP (OIVIITT�D) .............................................................................�3 CONCRETE CYLINDER PIPE AND FITTINGS (QIVIITTED) ..............................43 CONCRETE PIPE FITTINGS AND SPECIALS (ONIITTED) ................................43 UNCLASSIFI�D STREET EYCAVATION (ONIITTED) ........................................43 6" PERFORATED PIPE SUBDRAIN (OMITTED) ...................................................�3 RECOMNIENDED SEQUENCE OF CQNSTRUCTION ..........................................43 PAVENIENT REPAIR IN PARKING AREA (ONIITTED) .......................................44 EASENIENTSAND PERMITS .....................................................................................44 HIGHWAY REQUIRENIENTS (OIVIITTED) .............................................................44 CONCRETEENCASEMENT ......................................................................................44 CONNECTION TQ �XISTING STRUCTURES .......................................................44 TURBU METER WITH VAULT AND BYPASS INSTALLATION (OMITTED) 45 QPEN FIRE LINE INSTALLATI4NS (OIVIITTED) .................................................�5 WATER SANIPLE STATION (ONIITTED) ...............................................................�5 CURB ON CONCRETE PAVEMENT (ONIITTED) .................................................45 SHC1PDRAWINGS ........................................................................................................45 COSTBREAKDOWIV ...................................................................................................46 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY ..........................46 H,M.A.C. MORE THAN 9 INCHES DEEF .................................................................46 ASPHALTDRIVEWAY REFAIR ...............................................................................46 TOPSOIL .......................................................................................................................46 WATER METER AND 1VIETER BOX RELOCATION AND ADJUSTNIENT (C?IVIITTED) ....................................................................................................................46 BIDQUANTITIES .........................................................................................................47 WORK IN HIGHWAY RIGHT OF WAY (ONIITTED) ...........................................47 CRUSHED LIIVIESTUNE (FLEX-BASE) ...................................................................47 OPTION TO RENEW (C?NIITTED) .............................................................................47 NON-EYCLUSIVE CQNTRACT (ONIITTED) ..........................................................47 CQNCRETE VALLEY GUTT�R (OIVIITTED) .........................................................�7 TRAFFIC BUTTONS (ONIITTED) .............................................................................47 PAVEMENT STRIPING (OIVIITTED} ........................................................................48 H.M.A.C. TESTING PROCEDURES ..........................................................................48 SPECIFICATION REFERENCES ...............................................................................48 RELOCATION OF SPRINKLER SYSTEM BAGK-FLOW PREVENTER/CCINTROL VALVE AND BOX (OMITTED) ...................................48 RESILIENT-SEATED GATE VALVES (QMITTED) ..............................................�8 EN�RGENCY SITUATION, JOB MOVE-IN (OlVIITTED) ....................................48 1'/z" & 2" GOPPER SERVICES (OIVIITTED) ............................................................49 SCOPE OF W4RK (UTIL. CUT� (OIVIITTED) .........................................................49 CONTRACTOR'S RESPCIN5IBILTY (UTIL. CUT) (ONIITTED) .........................49 CONTRAGT TIN� (UTIL. CUT) (ONIITTED) .........................................................49 REQUIRED CREW PER5QNNEL & EQUIPMENT (UTIL, CUT) (OlVIITTED) .�9 TIlVIE ALLQWED FOR UTILITY CUTS (UTIL. CUT) (QNIITTED) ....................�9 LIQUIDATED DANIAGES (UTIL. CUT) (CINIITTED) ............................................49 toi2sioa ASG2 �� PART DA - ADDITiONAL SPECIAL CONDITIONS DA-83 DA-84 DA-8S DA-86 DA-87 DA-88 DA-89 DA-90 DA-91 DA-92 DA-93 DA-94 DA-95 DA-96 DA-97 DA-98 DA-99 DA-100 DA-101 DA-102 DA-103 DA-104 DA-145 DA-106 DA-107 DA-108 DA-109 DA-110 DA-111 DA-112 DA-113 DA-ll4 DA-115 DA-ll6 DA-117 DA-118 10/23/08 PAVING REPAIR EDGES (UTIL. CUT) (OIVIITTED) .............................................�9 TRENCH BACKFILL (UTIL. CUT) (OIVIITTED) ....................................................49 CLEAN-UP (UTIL. CUT) (4NIITT�D) .......................................................................�9 PROPERTY AGCESS (UTIL. CUT) (QNRTTED) .....................................................49 SiJBMISSIQN 4F BIDS (UTIL. CUT) (ONIITTED) .................................................�� STAIVDARD BASE REPAIR FQR UNIT I(UTIL. CUT) (CIMITTED) ..................54 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL, CUT) (ONIITTED) ..........................................................................................................................................SO 2" T� 9" H.NI.A.C. PAVEMENT (UTIL. GUT) (ONIITTED} ..................................50 �JUST WATER VALVE BQXES, MANHQLES, AND VAULTS (UTIL. CUT) (ONIITTED) ....................................................................................................................50 MAINTENANCE BOND (UTIL. CUT) (ONIITTED) ................................................50 BRICK PAVENIENT (UTIL. CUT) (OMITTED) ......................................................SQ LIME STABILTZED SIJBGRADE (UTIL. CUT} (QMITTED) ................................SO CElVIENT STABILIZED SUBGRADE (UTIL. CUT) (OMITTED) .........................SQ REPAIR 4F STORM DRAIN STRUCTLTR�S (UTIL. CUT) (OMITTED)............SQ "QUICK-SET" CONCRETE (UTIL. CUT) (OIYIITTED) .........................................50 UTILITY ADJUSTMENT (UTIL. CUT) (OMITTED) ..............................................50 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (QNIITTED) .........................................................................................................SQ LINIITS �F CONCRETE PAVEMENT REPAIR (UTIL. GUT) (OMITTED)...51 CONCRETE CURB AND GUTTER (LiTIL. CUT) (OMITTED) .........................51 FAYIV�NT (UTIL. �UT} (ONIITTED) ...................................................................51 DEHQLES(NIISC. EXT.) ..........................................................................................51 CONSTRUCTION LIMITATIONS (NIISC. EXT.} (OMITTED) .........................51 PRESSURE CLEANING A.ND TESTING (1VIISC. EXT.} (41VIITTED},,,,,,,,,,,,,,Sl BID QUANTITIES (NIISC. EXT.) (QNIITTED) .....................................................51 LIFE QF C4NTRACT (MISC. EYT.) (OIVIITTED) ..............................................51 FLOWABLE FILL (1VIISC. EXT.) ...........................................................................52 BRICK FAVElVIENT REPAIR (NIISC. REPL.) (QMITTED) ..............................52 DETERMINATION AND INITIATICIN OF WORK (NIISC. REPL.) (ONIITTED) ................................................................................................................52 WORK ORD�R CONIPLETION TIN� (MISC. R�PL.) (OMITTED) ...............52 1VIOVE IN CHARGES (1VIISC. REPL.) (QNIITTED) .............................................53 PROJECT SIGNS (NIISC. REPL.) ...........................................................................53 LIQUIDATED DAMAGES (MISC. REPL.} (OMITTED) ....................................53 TRENCH SAFETY SYSTEIVI DESIGN (MI5C. REPL.) .......................................53 I'IELD OFFICE (OIVIITTED) ...................................................................................53 TRAFFIC CONTROL PLAN ...................................................................................53 COORDINATION OF WORK WITH CONTRACTOR I'OR OTHER UNITS (ONIITTED) ................................................................................................................53 ASC-3 � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS C� uI�I��t��: DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE A. WORK TO BE DONE: The work to be done under this contract cansists 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 he reinstated by a remote controlled cutting device. The wark consists of praviding all labor, equipment, transportatian, 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 (CCN), including identifying and marking the location of each service connection. Cosfi subsidiary to Pre- Construction TV Inspectian. 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. 6. Re-inspect by CCTV to verify satisfactory completion of work at time of lateral reinstatement. Cost subsidiary to Past-Construction TV Inspection. 7. Pump around all dry and wet weather flows ta accommodate the process at each separate installation, as required. 8. Comply with all appropriate governmental agencies' regulations regarding traffic, safety procedures and permits, the cost of which is the responsibility of the Contractor. B. MATERIALS: The fiber felt tube shall be fabricated to a size that when installed will tightly fit the interna! circumference of the conduit specified by the Owner. Allowance for circumferential stretching during inversion shall be made and shall meet ASTM-1216. 10/23/08 ASC-4 PART DA - ADDITIONAL SPECIAL CONDITIONS Sewer Diameter LINER THICKNESS Pipe Invert Pipe tnvert Depth up to 1 Q' Depth 10'-15' Pipe Invert Depth Over 15' (also the minimum) 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 mare manhole s�ctions, as de#ermined in the field by the Contractor. 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 recommendatian far the condition of the existing pipe, Should pre-installation inspectians reveal the sewers to be in substantially different conditions than those in the design cansiderations, 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: ❑� 10/23/08 �» �,� 10" 12" 15" 18" 21" 24" 3Q" 36" 42" 48" 54" 6Q" 4.5mm 6.Omm 6.Omm 6.Qmm 7.5mm 9.Omm 1 Q.5mm 12.Qmm 15.Omm 16.5mm 19.5mm 22.5mm 25.5mm 28.5mm 4,5mm 6.Omm 6.Omm 7.5mm 9.Omm 12.Omm 13.5mm 15.Omm 18.Qmm 21.Omm 24.Omm 28.5mm 30.Omm 34.5mm 4.5mm 6.Omm 7.5mm 9.Qmm 10.5mm 13.5mm 15.Qmm 16.5mm 21.Omm 24.Om m 28.5mm 33.Om m 36.Qmm 39.Omm PREPARATORY W�Rf�: 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 ta those safety requirements that involve working with scaffolding and entering confined spaces. ASG5 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. All easements shali be cleaned up after use and restored to their ariginai conditians or better. In the event additianal work room or access is required by the Contractor, it shall be the Cantractor's responsibility to obtain written permission from the Property Owners involved for tha use of additional property required. No additional payment will be allawed for this item. If a street must be closed to traffic because of the orientation of the sewer, the City shall institute the actions necessary to do this for the mutually agreed upon time period. 3, Before using any water fram 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 caf the Cantractor 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 dawnstream into other sewers. All solids ar semisolids resulting from the cleaning operations shall be removed from the site and disposed of at na additional cost to the City. It is the responsibility of the Contractor to secure a legal dump site for the dispasal of this material. All materials shatl he removed fram the site no less often than at the end of each work day. All cost tor the above-described work shall be paid for by the price bid per linear foot for Cleaning and Televisian Inspection. 5. Inspectian of Pipelines - Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed circuit color television. Television inspection shatl be in accordance with the specifications contained herewith for "Pre- and Past-Construction Television Inspectian af Sanitary Sewer Lines". E. INSTALLATION OF THE RESIN IMPREGNATED TUBE: 1, The Contractar shall designate a location where the uncured resin in the original containers and the unimpregnated fiher-felt tube will be vacuum impregnated prior ta installation. The Contractor shall allow the Owner to inspect the materials and "wet-out" praGedure. 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 thraugh an existing manhole or other approved access by means of an inversion process and the application of a hydrostatic head sufficien# to fully extend it to the next designated manhole. The impregnated tube shall generally be inserted into the vertical inversion standpipe 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-praof seal is created. The inversion head will �e adjusted to be of sufficient height to cause the impregnated tube to inverfi from manhole to manhole and hold the tube tight ta 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 �e closely followed during the elevated 10/23/08 ASC-6 PART DA - ADDITIONAL SPECIAL CONDITIONS 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 unifarmly 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 outgaing water ar 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 partions of the cured-in-place pipe appear to he hard and sound. The cure period shall be of a duratian recommended by the resin manufacturer, as madified for the inversion process, during which time the recirculation af the water and/or steam and cycling of the heat exchanger to maintain the temperature continues. 5. Cool-down: The Contractor shail cool the hardened cured-in-place pipe to a temperature below 100 F before relieving the static head in the inversian standpipe. Caol-down may be accomplish�d by introducing cool water into the invarsion 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 CONNECTIQNS: After the pipe has been installed, the Contractor shalf reconnect the active service cannections. This shall generally be done without excavation, and, in the case of nan-man entry pipes, from the interiar of the pipeline by means of a televisian camera and a cutting device that re-established them to not less than 9Q percent capacity. Existing senrices shall be reinstated within 18 hours of installation. Shauld internal reinstatement nat be possible, the services must be reconnected ext�rnally by excavation immediately. Service saddles acceptable to the Engineer shall be utilized. Backfill at service canneetiQns shall be cement stabilized (2 sacks per cubic yard} ta a point 12 inches abave the service lateral to trench intersection and shall be in accordance with these specifications. Each recannection 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 appraval of the Engineer, G. AGCEPTANCE: 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 hause connectians. Should any of these defects occur, the line shall be excavated, repaired and/ar replaced and complete restoratian made to the satisfaction of the City at no additional cost. 10/23/08 ASC-7 � PART DA - ADDITIONAL SPECIAL CONDITIONS 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-UR: lJpon acceptance of the installation work and testing, the Contractor shall restore the project area affected hy 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. 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. K. MEASUREMENT AND PAYMENT: 1. Cured-in-Place Pipe (CIPP) Installatian: 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 ta 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 Television Inspection applies. 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 �e included in the bid item for Pre-Constructian Telsvisian Inspection af Sanitary Sewer. 5. By-Pass Pumping; The Contractor shall provide diversion for the flow of sewage around the section ar 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 optian. Point repairs shall be conducted anly if mutually agreed to by City and the Contractar prior to acceptance of the line for reconstruction. Before any excavation is done for any purpase, it will be the responsibility of the Cantractor to check with various utility companies and determine the location of their facilities. Paint 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 accarding to standards. �oi2sios ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS 7. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, temporary service costs, etc., shall be borne by Contractor. Repair andlor replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be cansidered subsidiary to the cost of the project and no additional payment will be allowed. DA-3 PIPE ENLARGEMENT SYSTEM A. GENERAL: Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting ar Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new pQlyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the appraved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the camplete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Gorporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Fteplacement Systems, (TRS System), Calgary, Canada. Refer ta Part D- SPECIAL GONDITIONS D-34 SIBSTITUTI�NS far information regarding pre-appraval pracedures for afternative processes. 3. Definition: The Pipe Bursting/Crushing system is defined as the recanstruction of gravity sewer pipe hy installing an approved pipe material, hy means of one of the pre-approved methods set forth in Section A.2 of this specification. The process invo[ves the use af a static, hydraulic or pneumatie hammer "maling" device, suitably sized to break aut the ald pipe or using modified boring "knife" with a flared plug that implades and crushes the existing sewer pipe. Forward progress af the "mole° ar the "knifeu may be aided by the use af hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes fram 8" through 21" and/or upsizing in varying increments up to 21 ". This specification is based on tMe precedent that the Pipe Bursting/Crushing system used has been pre-approved by the Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. Na other Pipe Bursting/Crushing system other than those listed in Section A.2. af these specificationa is accepta�le. a. Personnel directly invalved 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. 10/23/08 ASC-9 L PART DA - ADDITIONAL SPECIAL CONDITIONS b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handlin�, 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 City: a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material camposition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's r�commendatian for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing priar to excavation for approval by the City. c. Method of construction and restoratian of existing sewer service connections. This shall include: 1) Detail drawings and written descriptian of the entire construction procedure to install pipe, bypass sewage flow and reconnectian of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certificatian af workmen training for installing pipe, 4) Television inspection reports and videa tapes made after n�w pipe installation. 6. Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer, b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further, c. Deliver, store and handle other materials as required ta prevent damage, 10/23/08 ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Class C, Categary 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (25Q,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,OOQ. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 160Q psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its saurce. All pipe shall be made of virgin material. No rewark, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shalf have a nominal Ductile Iron Pipe Size inside diameter. The Standard Dimension Ratio (SDRI and minimum qressure ratinp of the qipe 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 su�mittals to the City of Fort Warth on the production material. a. The pipe manufacturer shall provide certification that samples of the production product m�ets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accardance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression testing has been performed an the specific product. Certificatian shali include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c, Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE GONNECTIONS: 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Qnce the saddle is secured, a hole shal{ be drilled in the pipe the full inside diameter of saddle outtet. 10/23/08 ASC-11 i PART DA - ADDITIONAL SPECIAL CONDITIONS 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 appraved equal. Fusion saddles shall be electrafusion 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 he made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches abave 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 connectian pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. D. PREPARATION: Bypassing Sewage: a. The Contractor shall bypass the sewage around the sectian 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 withaut sewage backup occurring to facilities connected to the sewer. b. The Contractar shall be responsible for cantinuity of sanitary sewer service to each facility conneeted to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractar 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 salids, dropped joints, pratruding service taps ar collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be remaved by conventional sewer cleaning equipment, then an obstruction remaval shall be made by the Contractar, with the approval of the Engineer. 10/23/08 ASC-12 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE C�RRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspectian reveals a sag in the sewer line, the Contractor shall be responsible far bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flaw. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished television tapes from the Gity identifying the sag location. Flow shall be blocked at an upstream manhale and diverted ta another sewer line ar dawnstream 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 City for review. b. Correction of Sags: Sags shall be correct�d by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- construction videa 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 ar boring methods. The City shall specifically review potential relocatian's and evaluate the constructability, economics and engineering feasibility priar to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foofi af pipe construction to correct the sag. For pipe bursting methods, open-cut or �ore construGtion, the applicable �id prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in lacating 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", Part D- Special Conditions D-35 and D-38, respectiveiy. E. PIPE ENLARGEMENT SYSTEM AND P{PE INSTALLATI�N: 1. Site Organization: a. Insertion or access pits shall be located such that their tatal number shall be minimized and the length af replacement pipe installed in a single pull shall be maximized. 10/23/08 ASC-13 L PART DA - ADDITIONAL SPECIAL CONDITIONS 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 naise impact. Provide silencers or other devises to reduce machine noise as need�d to meet requirements. d. The actual pipe enlargement procedure shall commence prior to 11:00 AM in order to afford the contractor ample time to complete all related work within the allotted workday, which is defined as the hours between 7:00 AM and 6:00 PM, so as not to impose on the peace and comfort of persons in the immediate vicinity. No actual pipebursting work shall be started after 11:00 AM; all actual pipebursting activity shall cease at 6:00 PM. Other activities other than the actual pipebursting may continue after 6:00 PM. 2. Finished Pipe: The installed replacement pipe shall be continuaus over the entire length of each pipe segment from manhole ta 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 nat be used and shall be remaved 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 smoath flaw. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe .lointing: a. Sectians af polyethylene replacement pipe shall be assembled and joined on the job site abave 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 simitar equipment using proper jigs and toals 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 responsihility 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 sifivations where the replacement pipe is not pulled all the way to the manhale or if it is impossible ta pull the missle all the way through, the 10/23/08 ASC-14 T -, PART DA - ADDITIONAL SPECIAL CONDITIONS fotlowing shail apply: At the direction of the Engineer, a 12"-18" fuli circle steel clamp shall be utilized to connect segments of the HDPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section ta 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. Lawer hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head farward. 5. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes far enough distance to allow sealing and trimming. b. Sealing the new pipe at manhales shall not begin for a minimum of ten (10) hours after installatian. Provide a flexible gasket conneGtor in the manhole wall at the end of the new pipe, centered in the existing manhale wall. Grout flexible connector in the manhale, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhale-to-manhale section of sanitary sewer main has �een pipe bursUcrushed and prior ta any service lines aeing connect�d to the replacement pipe, the pipe shall he 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 �IQcking or bracing. One of the plugs shall have three air hose connections; one far the inflatior� of the plug, one far reading the air pressure in the sealed line, and one for introducing air inta the sealed line. Law 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 int�rnal pressure ta 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: 10/23/08 ASC-15 PART DA - ADDITIONAL SPECIAL CONDITIONS Carrier Pipe Minimum Elapsed Diameter inches Time minutes 8 4 10 5 12 6 15 7 b. Post-Construction Television Inspection of New Pipe: Refer to Special Conditian 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 actuatly installed in the various diameters of sewers measured alang the centerline of the sewer from centerline to centerline af 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 �e made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexibls 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 je# cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspectian af Sanitary Sewer Lines. 4. By-pass Pumping: The Contractor shall provide diversiQn for the flow of sewage around the sectian or sections of pipe designated for rehabilitatian. The pumps and by-pass lines shall be ofi adequate capacity and size to handle all flaws. All costs for by-pass pumping required during installation of the pipe shall be su�sidiary ta pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temparary service costs, etc. shall be borne by Contractor, Repair and/or replac�ment of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall �e considered subsidiary to the cost of the project and na additional payment will be allowed. 6. Testing; All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. DA-4 FOLD AND FORM PIPE OMITTED 10/23/08 ASC-16 � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-5 SLIPLININC OMITTED DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A, GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shali provida an open area confarming 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 ta proper line and grade as shown on the Plans and as established in #he Specifications. 3. Work shall be performed in accardance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transpartation, or railroad company, as applica�le. B. MATERIALS; 1. Casing Pipe: Casing pipe shall be steel confarming to ANSI B36.1 Q and the following: a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. Diamet�r: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferentiai weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in ihe General Contract Dacuments, 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout af min. 2000 psi compressive strength at 28 days. Proportioned nat less than 1 cu, ft. of cement to 3 cu. ft. of fine sand with sufficient water added ta provide a free flowing thick slurry. G. EXECUTION 1. Where sewer pip� is required ta 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 10/23/08 ASC-17 L. PART DA - ADDITIONAL SPECIAL CONDITIONS 2. 3. � 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 far 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 af the pit shall meet the approval of the Engineer. c. The pits af trenches backfilled immediately been completed. excavated to facilitate these operations shall be after the casing and carrier pipe installation has Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by baring hale with the earth auger and simultaneausly 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 wark pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Qther methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. E�ccavated material shall be placed near the top of the workin� pit and disposed af 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 nat be permitted. b. In unconsolidated soil formations, a gel-farming callaidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubricatio� for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowabte variation from the lin� and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported hy "skids" or "hands" to prevenfi the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. 10/23/08 ASC-� $ , PART DA - ADDITIONAL SPECIAL CONDITIONS b. Alf skids shall be treated with a wood preservative. Skids should extend for the full length ot the pipe with the exception of the bell area and spigot area necessary for assem�ly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall �e provided. 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 flaat the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. e. Closure af the casing after the pipe has been installed shall be plugged at the ends of the casing as shown an the drawings ar 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. W hen a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additianal cast and shall be subsidiaty to the cost bid for installation By �ther than Open Cut. c. Bare and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be 'rnstalled 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 grauted. 6. Tunneling: Wher� the characteristics of the soil, the size af the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroadlhighway officials. a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength vf 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 shali not relieve the Gontractor of the responsibility for th� adequacy of the liner method. b. The space between the tunnel liner and the limits of excavatian shall be pressure grouted or mud-jacked. 10/23/OS ASC-19 L PART DA - ADDITIONAL SPECIAL CONDITIONS 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. Payment shall not include pavement replacement, which if required, shall be paid separately. DA-7 TYPE OF CASING PIPE 1. WATER: The casing pipe for open cut and bored or tunneled sectian shall be AW WA C-2Q0 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the pravisions af E1-15, E1-5 and E1-9 in Material Specificatians of General Contract Documents and Specifications for Water Department Prajects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, caal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sectians in AWWA C-203, B. Tauch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.37a inch. Casing Spacers (centering style) such as manufactured by Cascade Waterwarks Manufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recammended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Canstruction standard E2-15 as per Fig. 11 Q of the General Cantract Documents. 3. PAYMENT; Payment for all materials, labor, equipment, excavatian, concrete graut, backfill, and incidental work shall be included in the unit price bid per foot. DA-8 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR OMITTED 10/23/08 ASC-2� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL; 1. Scope: This section governs all work, materials and testing required for the applicatian of interior protective coating. Structures designated to received interior caating are listed on the canstruction 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-14 and DA-15) and the Manufacturers recammendations 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 ofi structures in accordance with manufacturer's recommendations. 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosian protection may be required on ali structures where high turbulence or high H2S content is expected. B. MATERIALS: 1. Scope: Thi� section governs the materials required for completion of pratective coating of designated structures. 2. Pratective Coating: The protective coating shall be a proprietary two campanent, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, InG, or a two-part epaxy resin system using 1Q0°/a solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 445. 3. Specialty Cement (If required far leveling or filling}; Ths specialty cement-based coating material shafl be either Quadex QM-is as manufactured by Quadex, Inc. or Relin�r 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 ta a sanitary sewer enviranment. The spray system shall exhibit the minimum physicai properties as follaws: Property Standard Long Term Value Tensile Strength ASTM D-638 5,OOQ psi Flexural Stress ASTM D-79Q 10,000 psi F�exural Modulus ASTM D-790 55Q,000 psi 10/23/08 ASG21 � PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Mixing and Handiing: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditians shall be in accordance with the recommendations of the manufacturer and in such a manner as ta minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: 1. General: Pratective coating shall not be installed until the structure is complete and in place. 2. Preliminary Repairs: a. All fareign materials shall be removed from the interiar af 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 shatl be filled with patching compound as recommended by the material supplier far this application. c. After all repairs have been campleted, remove all loase material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame ta the �ench, down ta the top af the trough. The top of the structure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the follawing pracedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Place cavers over the invert to prevent �xtraneous 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 unifarm thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the waoden bench covers shall be removed. f0/23/08 ASC-22 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 tauch, before being subjected to active flaw. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Cantract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the wark and for furnishing all labor, supervision, materials, equipment and material testing required ta complete the wark. Pressure grouting, if necessary to stop active infiltration prior to applicatian of the protective coating, shall be included in the above unifi price. Grouting af 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-10, MANHOLE REHABILITATION. DA-10 MANHOLE REHABILITATION A. GENERAL Scope. This section covers the rehabilitation of sanitary sewer manholes and other appurtenances in accordance with the Manhole Rehabilitation Details in the specifications. The rehabilitation requirements for each manhole are listed in the Manhole Rehabilitation Schedule in the specifications. Manhole rehabilitation includes repairing, replacing, or restoring manhole frame & cover, frame seal, chimney, corbel, wall, bench, invert and/or pipe seal(s). The Contractor shall furnish all labor, supervision, materials, equipment and testing required to complete the rehabilitation of the manholes tisted in these Contract Documents. 2. General: Contractor is responsible for locating all manholes scheduled for rehabilitation. Contractor shall notify City Engineer if a manhole cannot be located. Contractor shall contact City Engineer to determine if materials removed from rehabilitated manholes will remain the property of the Owner. If so, Contractor shall coordinate when and where to deliver salvaged material to the Fort Worth Water Department. If not, Contractor shall be responsible for disposal of material. Contractor shall provide watchmen, barricades and warning signs to protect his workers, inspectors, and the public. Contractor shall, at no additional cost to the Owner, replace any portion of an existing manhole that is damaged during rehabilitation of the manhole. Contractor shall provide necessary means to prevent wastewater flow from contacting material used for rehabilitation prior to fully curing. Loose and broken brick and mortar shall be removed immediately from the manhole to eliminate the possibility of pieces entering the sewer lines. 10/23/08 ASG23 !�1 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Submittals: a. Product Information. Contractor shall submit manufacturer's information on products proposed to be used that are not specifically named in the Contract Documents. b. Personnel Qualifications. Prior to starting manhole coating, Contractor shall submit qualifications of personnel that will be performing wall repairs and coating procedures. Proposed personnel shall verify certification within the last two years by the coating manufacturer and verify working on at least three projects with similar coating within the previous 12 months. c. Work Schedule. Prior to beginning work on bench and invert replacements, complete manhole replacements, or construction of new maintenance manholes, Contractor shall submit for review by Owner's Representative a plan for maintaining wastewater flow without any interruptions. Contractor shall maintain wastewater flow at all times. 4. Quality Assurance. Contractor will be responsible for all testing laboratory services in connection with data required for review of materials proposed to be used in the Work. Contractor shall obtain Engineer's acceptance of the testing laboratory before having services performed and shall pay for all costs for testing. Owner may, at his discretion, perform quality control tests on materials during and after their incorporation in the Work. If any of these tests fail, Contractor will be responsible for correcting situation and shall pay for any retest. All costs for quality assurance testing will be subsidiary to the Work. 5. Delivery, Storage, and Handling. Upon delivery, all material shall immediately be stored and protected until installed in the Work. All material shall be labeled and stored in accordance to the manufacturer's recommendations and all local, state, and federal regulations. 6. Testing. All rehabilitated manholes shall be tested in accordance with Section D-63. 0 MATERIALS 1. Cleaners: W ater Cleaners 2. Wall, Bench, Trouah, Groutina, and Pipe Seal Repair Hydraulic Cement Quick-setting Mortar Urethane Gel Grout Cementitious Grout Material Clean and free from deleterious substances. Detergent, muriatic acid or approved equal. Strong-Seal Plug, Penny "Octocrete", or approved equal. Strong-Seal QSR, Rapid Set, equal. Scotch-Seal "5610 and 5612" equal. Sauereisen Cements "F-100 approved equal. Grout, IPA or approved or approved Grout" or 10/23/08 ASC-24 ,•�� 3 � 5 0 PART DA - ADDITIONAL SPECIAL CONDITIONS Activated Oakum 3M Scotch Seai "5600" or approved equal. Two-Part Epoxy Adhesive Coating American Chemical Corp. "Aquatapoxy" or approved equal. Concrete Bonding Agent ThoroSeal "Acryl 60" or approved equal. Concrete External Manhole Coatina Coal Tar Internal Manhole Coatinas Non-cementitious Cementitious Frames, Covers, and Inserts Manhole Frames and Covers Watertight Manhole Frames and Covers Manhole Insert — Polyethylene Manhole Insert - Stainless Steel Fiberqlass Manhole Liner 7. PVC Lined Concrete Wall Reconstruction 8. Joint Material Adjustment Rings Bitumastic Gasket Material Material in accordance with City of Fort Worth Water Department General Contract Documents. Tnemec "46-450 Heavy Tnemecol", Kop Coat "Bitumastic Black Solution", or approved equal. Sprayroq "Spray Wall" or Raven 405. Standard Cement Materials "Reliner MSP" or Quadex "QM-1 s". McKinley "Type N with indented top", Neenah "R1726A", or approved equal. Neenah "R1915-E, Type L" or approved equal. Corrosion-proof high density polyethylene, 1/8" thick in accordance with Fort Worth Water Department General Standards E100- 4. Southwestern Packing & Seals, Inc., "TetherLok". Material in accordance with Section DA-15 of these specifications. Material in accordance with Section DA-16 of these specifications. Single-piece, precast concrete, ASTM C478, 2" min. thickness. RAM-NEK, EZ-STIK or approved equal. Bitumastic Trowelable Material 9. Miscellaneous Root inhibitor C. EXECUTION GS-702 compound or approved equal. Dichlobenil 2,6 - dichlorobensonitrile, or approved equal. 1. Inspection. Prior to beginning the Work on a manhole, the Contractor shall inspect the manhole and notify City Engineer if actual conditions are in conflict with Manhole '�. 10/23/08 ASC-25 PART DA - ADDITIONAL SPECIAL CONDITIONS Rehabilitation Schedule. After City Engineer revises schedule, Contractor shall commence with Work. 2. Manhole Rehabilitation Repairs. Each manhole listed in the Manhole Rehabilitation Schedule will be repaired with at least one of the following repair methods. The requirements for each repair shall be completed as described in this section and as indicated on the Manhole Rehabilitation Details in the specifications. a. Cover/Frame/Frame Seal Replacement. 1) Paved Areas: Make square full depth saw cut and remove the pavement to expose the entire manhole frame and exterior of manhole a minimum of 6 inches below the top of the structurally sound structure, keeping trench sides as vertical as possible. Remove the pavement by breaking out from saw cut toward the manhole to avoid breaking the frame. Non-paved Areas: Excavate adjacent to the manhole to expose the entire frame to a minimum depth of 6 inches below the top of the structurally sound structure, keeping trench sides as vertical as possible. Limit excavation to a 6-foot by 6-foot working area. 2) Remove and replace the existing frame, cover, and sealing material. Furnish bolt down frame and cover, if required by Manhole Rehabilitation Schedule in the Specifications. If grade rings are broken, deteriorated, or loose, Contractor shall notify Engineer prior to placing manhole frame. Also, if manhole contains brick grade adjustments on top of concrete corbel or chimney, Contractor shall replace the brick grade adjustments with precast concrete rings in accordance with manhole grade ring replacements. 3) Clean exposed interior and exterior surfaces of the existing chimney and inspect for reuse. Wire brush and apply a concrete bonding agent and quick setting hydraulic cement to the top surface of the manhole to provide a smooth surface prior to installing new grade rings and bitumastic material. 4) Surfaces between the frame, adjustments, and corbel sections shall be free of dirt and debris. Bitumastic gasket material (minimum Y2 inch thick) shall be placed in two concentric rings along the inside and outside edge of each joint or use bitumastic trowelable material. Butt joints of the two rows of bitumastic material shall be positioned opposite of each other. 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. 5) In paved areas, frames shall be installed so the top of the casting will conform to the slope and finish elevation of the paved surface. Allowances for the compression of the bitumastic material shall be made to assure a proper final grade elevation. Manhole rims in parkways, lawns, or other improved lands shall be at an elevation not more than one (1) inch nor less 10/23/08 ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the manhole frame for not less than three (3) feet each direction to existing ground elevations. 6) In drainage areas, frames shall be installed so the top of the casting will be at the same elevation that existed prior to rehabilitating the manhole. 7) If the inside diameter of the grade adjustments or frame, installed prior to placing frame manhole is too large to safely support new the corbel shall be replaced or a flattop 8) The exposed, exterior surfaces of manhole corbel, chimney, and frame shall be wire brushed and coated with two coats of coal tar, 14 mils DFT. The grade adjustments shall be wrapped with a 6 mil polyethylene sheet. 9) In unpaved areas, backfill with excavated material and compact with mechanical equipment. In paved areas, backfill with granular material meeting requirements of Item 402 and Section E1-2 to the limits shown on figures in Section H. 10) A concrete collar shall be constructed in accordance with Figure 121. Concrete collars will be required on rehabilitated manholes and new replacement manholes as listed in the manhole rehabilitation schedule. Construction of concrete collar will be paid for separately for each manhole and shall include surface restoration (including seeding/sodding) and permanent pavement repair. Repair of pavement outside of 4 foot by 4 foot concrete collar shall be equal to or superior in composition, thickness, etc., to existing pavement and/or as detailed in the Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. Non-standard concrete collars shall be constructed at locations authorized by the Engineer. b. Reseating/Sealing of Existing Frame - Work shall be done in accordance with Section D-27, with the exception that the existing frame shall be reused. The frame and cover shall be inspected for any defects and notify the Owner's representative if it is damaged or deteriorated. All scale, dirt, and debris shall be removed from the existing casting with a wire brush. a. Grade Adjustment - All Work shall be done in accordance with Section D-27, with the exception that the existing frame shall be raised or lowered to surrounding surface elevations in accordance with the Grade Adjustment Detail. 1) In brick manholes, remove and replace the defective chimney up to a maximum of 24 inches below the frame. If chimney is defective below 24 inches, Contractor shall notify Engineer prior to completing manhole rehabilitation. 2) Existing defective concrete grade ring adjustments and all brick or block adjustments shall be replaced with precast concrete adjustment rings. 10/23/08 ASC-27 L PART DA - ADDITIONAL SPECIAL CONDITIONS 3) Where partial manhole replacement is required on the Manhole Rehabilitation Schedule, the foilowing shall apply : a) The extent of partial manhole replacement shall be based on the depth of deterioration as determined by the Owner's Representative. The remaining structure shall be capable of supporting the newly constructed portions of the manhole. b) Excavate the work area to expose the entire depth of deterioration in the existing manhole to a minimum depth of 6 inches below the top of structurally-sound structure. c) Perform reconstruction to allow easy access into the manhole. No more than 12 inches of depth of precast concrete grade adjustment rings shall be allowed to obtain proper grade. Perform reconstruction in accordance with the Partial Manhole Replacement Detail. d) Seal manhole joints in accordance with Section D-27. e) Precast corbel, or barrel sections may be used as necessary. The diameter of the precast sections shall be consistent with the existing remaining structure. Place a flattop section on existing manhole structure prior to setting precast sections. Flattop sections shalf not overhang existing manhole structures by more than 6 inches. If the clearance from the underside of the proposed flattop to the manhole invert is less than 4'/2 feet, the manhole shall be completely replaced. f) Partial Manhole Replacement shall also include replacement of frame, cover, and sealing of frame and grade adjustments. g) Remove all debris from reconstruction from the manhole and dispose of properly. d. Interior Manhole Coating - Interior manhole coating shall meet the requirements of Section DA-12, DA-13, DA-14, DA-15, DA-16 and DA-17. e. Bench and Invert Rehabilitation 1) Remove existing deteriorated bench and invert material to solid material. Care shall be taken to avoid allowing broken pieces of brick and mortar to enter the sewer lines. 2) Apply concrete bonding agent and quick setting concrete to form a smooth surface and continuous invert with the sewer pipe. New bench and invert shall be formed in accordance with repair Bench and Invert Rehabilitation Detail. 10/23/08 �is�.-28 PART DA - ADDITIONAL SPECIAL CONDITIONS Bench and Invert Replacement 1) Remove the existing bench and trough completely. If the existing trough is formed of sewer pipe laid continuously through the manhole, special care shall be taken to ensure that the pipe seal and the sewer pipe to remain is not damaged. Contractor shall, at no additional cost, replace any portion of the existing manhole or sewer pipe to remain that is damaged during bench and invert replacement. 2) Install new bench and trough with Class A concrete in accordance with repair detail. Surface shall be troweled smooth and the invert of the trough shall form a continuous smooth flow path from pipes entering the manhole to where they exit. The bench and invert shall form a watertight seal with the manhole wall, pipe, and bench/trough area. 3) If the manhole base is deteriorated or nonexistent, the minimum thickness of the bench/trough shall be six inches. g. Removal of Existing Manhole - Work shall be conducted as specified in Section D- 29. h. Construct New Manhole 1) Completely remove the existing manhole structure. 2) Construct new manhole in accordance with Section D-27 of these specifications. Connect to existing sewers using flexible couplings. 3) Contractor shall maintain existing wastewater flows at all times. Contractor shall submit a plan for maintaining wastewater flows to the Engineer prior to beginning work. i. Pressure Grout Pipe Seals, Bench and Trough, and Lower Portion of Manhole 1) All work shall be done in accordance with Section DA-19 of these specifications. 2) Remove all foreign materials from the manhole walls around the pipe seal and within the pipe seal itself, including all loose and protruding brick, mortar and concrete. Stop active leaks using products specifically for that purpose. 3) Remove deteriorated area of the pipe seal to sound material. Apply bonding agent to area and place hydraulic cement to fill voids to form a watertight seal around pipe. 4) Drill holes around the pipe seal, bench/trough and lower portion of the manhole and inject urethane gel grout into holes in accordance with repair detail. Activated oakum rope shall be used to fill the injection hole after removal of the grouting probe. Patch the injection hole with hydraulic 10/23/08 ASC-29 L PART DA - ADDITIONAL SPECIAL CONDITIONS cement and apply a water resistant two-part epoxy coating to the patch. Ciean all grout from interior of manhole. j. Manhole Step Removal - Remove existing manhole steps and fill voids with hydraulic cement in accordance with repair detail. k. Patch Holes - Clean and remove loose debris from holes to be patched. Apply bonding agent to surface of holes and fill voids with hydraulic cement in accordance with repair Patch Holes Detail. Watertight Manhole Insert - Install watertight gasketed manhole inserts as specified in Fort Worth Water Department Standard E100-4. m. Grout Flattop to Wall Joint - Injection holes shall be drilled through the manhole at 90 degree angles from each other within 4 inches of the bottom of the flattop. Provide additional holes near observed defects, if necessary. Urethane gel grout shall be injected through the holes under pressure with a probe designed for this purpose. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. Grouting from the ground surface will not be allowed. Grout travel shall be verified by observation of grout at defects or adjacent injection holes. Provide additional injection holes, if necessary, to ensure grout travel. Injection holes shall be cleared with a drill and patched with a waterproof quick setting mortar. The flattop to wall joint shall be pressure washed, cleaned, filled with a non-shrink grout, and finished smooth. n. Fiberglass Manhole Insert - Work shall be conducted as specified in Section DA-18. o. PVC Lined Concrete Wall Reconstruction - Work shall be conducted as specified in Section DA-19. p. Point Repair to Replace Sewer Line, 6"-15" Diameter - This item shall apply at those locations indicated in the Manhole Rehabilitation Schedule and those additional locations authorized by the Engineer. The Contractor shall excavate adjacent to the manhole to uncover the damaged sewer pipe. This pipe shall be carefully removed from the manhole to the first sound joint (maximum of 5 feet) of pipe. This pipe shall be replaced with SDR 35 PVC pipe of the same nominal size. This pipe shall be connected to the existing sewer using flexible connectors approved by the City. The connection of the new pipe to the manhole shall be made using flexible gaskets meeting the requirements of ASTM C-923, grouted into the manhole wall using non-shrink grout. Embedment material shall be installed around the pipe up to the pipe springline. Backfill material conforming to City specifications shall be placed and compacted as required. This item shall include surface restoration and permanent pavement repair. q. Bypass Pumping - The Contractor shall furnish and operate pumping equipment and piping as required for bypass pumping necessary to complete any manhole replacement or rehabilitation work. 10/23/08 ASC-30 PART DA - ADDITIONAL SPECIAL CONDITIONS D. MEASUREMENT AND PAYMENT Frame and Cover Replacement: Payment for installation of new manhole frames and covers shall be based on the Contract unit price and the actual quantity installed. The Contract unit price shall be full payment for the new manhole frame and cover, excavation, installation of the manhole frame and cover, minor grade adjustment, backfill, and demolition and disposal of waste materials. 2. Grade Ring Replacement: Payment for installation of new grade rings shall be based on the Contract unit price and the actual quantity of new grade rings installed. The Contract unit price shall be full payment for the new grade rings. All costs for installing and sealing grade rings shall be included in the applicable Contract unit price for sealing of frame and grade rings. 3. Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole frames and grade adjustment rings in paved areas shall be based on the Contract unit price and the actual number of manholes where sealing of the manhole frame and/or grade adjustments in paved are required. The Contract unit price shall be full payment for excavation, pavement removal, sealing materials, installation of grade rings, sealing, minor grade adjustment, backfill, and demolition and disposal of waste materials. 4. Non-Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole frames and grade adjustment rings in non-paved areas shall be based on the Contract unit price and the actual number of manholes where sealing of the manhole frame and/or grade adjustments in non-paved are required. The Contract unit price shall be full payment for excavation, sealing materials, installation of grade rings, sealing, minor grade adjustment, backfill, surface restoration, and demolition and disposal of waste materials. 5. Interior Manhole Coating: Payment for interior manhole coating shall be based on the Contract unit price where interior manhole coating is applied. The Contract unit price shall be full payment for surface preparation, interior coating of the corbel, wall and bench, and cleanup. 6. Pressure Grout Pipe Seals, Bench and Trough, and Lower Portion of Manhole: Payment for grouting pipe seals, bench and trough, and lower portion of the manhole shall be based upon the Contract unit price and the actual quantity of manholes where pipe seals, bench and trough and lower portion of the manhole were grouted. The Contract unit price shall be full payment for the preliminary repairs, rehabilitating the pipe seals, grout material, installation of the grout materials and cleanup. 7. Bench and Invert Rehabilitation_ Payment for bench and invert rehabilitation shall be based upon the Contract unit price and the actual number of manholes where the bench and invert were rehabilitated. The Contract unit price shall be full payment for materials and bench and invert rehabilitation. 8. Bench and Invert Replacement: Payment for bench and invert replacement shall be based upon the Contract unit price and the actual quantity of manholes where � 10/23/OS ASC-31 PART DA - ADDITIONAL SPECIAL CONDITIONS the bench and invert were replaced. The Contract unit price shall be full payment for materials, installation of materials, and demolition and disposal of waste materials. 9. Patch Holes: Payment for patching holes shall be based upon the Contract unit price and the actual number of manholes that were patched. The Contract unit price shall be full payment for surface preparation, patching of the holes, and cleanup. This item is allowed for payment only when it is included in the Manhole Rehabilitation Schedule. Patching holes prior to interior coating of manholes is not a pay item. 10. Manhole Step Removal: Payment for manhole step removal shall be based upon the Contract unit price per manhole and the actual number of manholes that had steps removed. The Contract unit price shall be full payment for removal and disposal of the steps and patching of the voids created by step removal. 11. Watertight Manhole Insert: Payment for watertight manhole inserts of the respective type shall be based upon the Contract unit price and the actual number of inserts of each type installed. The Contract unit price shall be full payment for the watertight manhole insert and installation of the insert in the manhole. 12. New Sanitary Sewer Manhole: Payment shall be made as indicated in Measurement and Payment, Section D-27 in these specifications. This item shall include up to five (5) linear feet of new PVC pipe at each manhole pipe connection and connecting to the existing sewer. 13. Concrete Manhole Collars: a. Paved Areas. Payment for manhole collars in paved areas shall be based on the Contract unit price and the actual quantity installed. The Contract unit price shall be full payment for labor, materials, pavement sawing, excavating, disposal of waste materials. Payment shall not include pavement replacement, which if required, shall be paid separately. b. Non-Paved Areas. Pavement for manhole collars in non-paved areas shall be based on the Contract unit price and the actual quantity installed. The Contract unit price shall be full payment for labor, materials, excavation, disposal of waste materials, and surface restoration. 14. Partial Manhole Replacement: Payment for partial manhole replacement shall be based on the Contract unit price per vertical foot measured from the top of the frame to the top of the structurally sound existing manhole. The Contract unit price shall be full payment for furnishing all labor and materials necessary, including excavation and removal of the existing structure, replacement of the frame and cover, installation of new adjustment rings, flattop, corbel or wall sections, sealing, backfilling, and unpaved surface restoration. Payment shall not include pavement replacement, which if required, shall be paid separately. 15. Interior Corrosion Protection: Payment shall be made as indicated in Measurement and Payment, Section DA-9 in these specifications. 10/23/OB ASC-32 T' PART DA - ADDITIONAL SPECIAL CONDITIONS 16. Grout Flattop to Manhole Wall Joint: Payment for grouting the flattop to manhole wall joint shali be based upon the Contract unit price and the actual number of joints grouted. The Contract unit price shall be full payment for all material, labor and cleanup required to complete each joint grouting. 17. Fiberglass Manhole Insert; Payment shall be made as indicated in Measurement and Payment, Section DA-18 in these specifications. 18. PVC Lined Concrete Wall Reconstruction: Payment shall be made as indicated in Measurement and Payment, Section DA-19 in these specifications. 19. Point Repair to Replace Sewer Line, 6" - 15" Diameter: Payment for each point repair shall be based upon the Contract unit price for each manhole connection actually repaired. The Contract unit price shall be full payment for all material, labor, and cleanup required to complete each manhole connection repair. 20. Flattop Replacement: Payment for each flattop replacement shall be based on the Contract unit price for each flattop actually replaced. The Contract unit price shall be payment in full for all labor, material, and cleanup required to complete each flattop replacement. Payment for frame and cover replacement, grade rings, sealing, and concrete manhole collar as required to complete the manhole rehabilitation will be paid for separately at the applicable Contract Unit Prices. 21. Bypass Pumping: All bypass pumping shall be a subsidiary obligation of the Contractor. All costs for bypass pumping shall be included in the Contract unit price for the items requiring bypass pumping. DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION A. GENERAL: This item shal( gavern the preparatian of surfaces far manhole rehabilitation. B. CLEANlNG: 1. Covers (screens) shall be placed over the pipe inverts to prevent extraneous material from entering the sewer system. 2. All cancrete that is not saund or has been damaged by chemical expasure sha{I be removed from the manhole. Loose and protruding brick, mortar and concrete shall lae removed using a masonry hammer and chisel and/or scrapers. Existing raots and manhole steps shall he remaved b�r cutting them flush with the wall of the manhole. 3. All contaminates including but not limited to: oils, grease, waxes, farm release, curing compounds, efflorescence, sealers, salts, incompatible existing coatings, and all other cantaminants shall be removed. 4. Surfaces to receive protective caating shall be cleaned and abraded ta produce a sound concrete/brick surface with adequate profile and porosity to provide a strong bond between the protective caating and the substrate. A{I foreign materials shali be 10/23/08 ASC-33 L PART DA - ADDITIONAL SPECIAL CONDITIONS removed from the manhole interior using high pressure water spray (3500 psi to 400Q psi). Cleaning equipment shall have a pressure gauge that indicates the water pressure being used. 5. Detergent water cleaning, muriatic acid, and hot water blastin� shall be used, if necessary, to remove dirt, oils, grease, and ather matter which may prevent a good bond of sealing material to the manhole surface. A mild chlorine solution (househald bleach) may be used to neutralize the surface to diminish microbiological bacteria growth prior to final rinse and coating, C. PRELIMINARY REPAIRS 1. All unseated lifting holes, unsealed step holes, voids larger than approximately one- half (1/2) inch in thickness shall be filled with patching compaund at least ane hour (1) prior to application of the first spray coat. 2. Active leaks shall be stopped using City approved products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. Grauting shall be performed in accordance with City specifications and Section DA-20 - PRESSURE GROUTING. 3. Bench area shall be built up if required ta provide a uniform slope from the circumferences to the manhola #raugh. City approved cementitious patching compounds or epoxy grout as recammended by manufacture shall be used. 4. After all repairs have been completed, all loose material shall b� removed from the manhale. Contractor shall insure no material is allowed to enter th� sewer system. 5. Contractor shall ensure the manhole is clear of all detergents and cleaners and that all active infiltration has been stopped priar to application of protective manhole coatings for rehabilitation. D, INSPECTION Applicator shall carefully inspect all surfaces prior ta application of protective coating and shall notify Owner af any noticeable disparity in the surface which may interfere with the proper performance of the repair mortar and protective coating, E, MEASUREMENT AND PAYMENT Payment for Surface Preparation shall be considered subsidiary to the cost far Interior Manhole Coating or Protective Manhole Coating far Carrasion Protection, DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM OMITTED DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM OMITTED �oi2sioa ASC-34 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM OMITTED DA-15 INTERIOR MANHOLE COATING - RAVEN LINING 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 of the Manhol� Rehabilitation Schedute, listed in Section I, Interior manhole coating shall meet the requirements af this Section, or of Section DA-12, QA-13, DA-14, DA-16 or DA-17, 2. Description The Contractor shall be responsi�Ie for the furnishing of all labor, supervision, materials, equipm�nt, and testing required for the compl�tion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendatians Materials, mixkure 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 cancrete construction. All manholes shall have a minimum of one-haif (1/2) specialty cement-based coating material (Quadex QM-is or Reliner MSP} sprayed or trowelled on coating over the original interior surface. B, MATERIALS Scope This section governs the materials required for completion of interior coating of manholes. 2, Interior Coating Raven Ultra High-Build epo�ry 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. 10/23/08 ASC-35 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Specialty Cement The specialry 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 pertormance. These grouting materials shall be compatible with Raven 405 interiar coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5. Mixing and H�ndling 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 responsihility of the Contractor to provide appropriate pratective measures to ensure that materials are under co�trol 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. C. EXECUTION 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 op�ration 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 #he Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottam af the manhole frame to the bench/trough, including the benchltrough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the follawing procedure. 10/23/08 ASC-36 PART DA - ADDITIONAL SPECIAL CONDITIONS 1) The surface preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface priar to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 12S mils (0.125 inch). 4) After the walls are coated, the waoden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard ta the touch, before being subjected ta active flaw. 6) Na applications shall be made to frozen surfaces or if freezing is expected to accur in side the manhole within 24 hours after applicatian. 4. Testing of Rehabilitated Manholes a. After the epoary liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall bs repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by �wner's Representative, and the contractar shall repair these areas as required, at na additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA� 21 — VACUUM TESTING OF REHABILITATED MANHOLES. D, MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical faot, 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 wa{fs shall be based on the Contract Unit Price for each manhole actually grouted. 10/23/08 ASC-37 1.� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM OMITTED DA-18 RIGID FIBERGLASS MANHOLE LINERS QMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED DA-20 PRESSURE GROUTING OMITTED DA-21 VACUUM TESTING OF REHABILITATED MANHOLES A. GENERAL Scope. This section describes manhole testing to effectively confirm the watertight integriiy of existing manholes fallowing structural ,infiltratian and inflow related repairs and that the appearance af the work is acceptable, Descriptian: Infiltration may be observed in manhole defects at manhole walls, pipe seals or bench/trough areas. Infiltration related repairs are intended to eliminate leakage of groundwater into manholes. Inflow may be observed in manhole defects at manhole frames, covers, frame seals, grade adjustments, grade adjustment seals, corbels, or walls. Inflow related repairs are intended ta eliminate sources of surface water entry that become active during rainfall events. Structural repairs may be required wh�n making I/I related manhale repairs. Structural repairs may include defects in any manhole components but nofi displaying I/1. Testing, Observations and Guarantee Periods: The testing required shall be performed by the Contractor at locations designated by the Engineer and dacumented to the satisfaction of the Engineer. Any new or rehabilitated manholes that are observed to be leaking �y the Engineer during periods of high groundwater or during inflow conditions shall be subject to additional repairs. The Contractor shall be responsible for all additional repairs required on these unsatisfactory manholes during the guarantee periad. 10/23/08 ASC-38 PART DA - ADDITIONAL SPECIAL CONDITIONS All manhofe rehabilitation work shall be warranted to be free of defects and af goQd workmanship for a minimum of three (3) years fram the date of final acceptance of the project. Any manhole repairs completed by the Contractor which fail during the warranty period shall be repaired to the satisfactiQn of the City at no additional cost to the City. B. MATERIALS - Not specified. C. EXECUTIQN Infiltration Testing; All interior coated manholes and all partial replacement manholes shall be observed (tested) by the Contractor in the presence af the Engineer for sources of infiltration. Oaservations will be made during high groundwater conditions, wherever possi�le. Manholes shall be tested after installatian with all connections (existing and/or proposed) in place. Drop-connections and gas sealing connections shall be installed prior to testing. The lines entering the manhole shall be temporarily piugged with the plugs braced to prevent them from being drawn into the manhole. The plugs shall ae installed in the lines beyond drop-connections, gas sealing cannections, etc. The test head shall be placed inside the frame at the top of the manhole (so that the manhole frame seal is tested) and inflated in accvrdance with the manufacturer's recommendations. A vacuum of 10 inches of inercury shall be drawn, and the vacuum pump will be turned off. W ith the valve closed, the (evel of vacuum shall be read after the required test time. If the drop in the level is less than 1-inch of inercury (final vacuum greater than 9-inches of inercury), the manhole will have passed the vacuum test. After a successful test, the temporary plugs will be removed. The required test time is determined from Table I. Ta61e 1 MINIMUM TIME REQUIRED FQR A VAGUUM DROR QF 1" H9 (1Q"H9 - 9"H9) (SEC) DEPTH OF M.H. 48-Inch Qia. 6Q-Inch Dia. 72-Inch Dia. f F'i�.) Manhole Manhole Manhols 8 20 sec. 26 sec. 33 sec. 10 25 sec. 33 sec. 41 sec. 12 3Q sec. 39 sec. 49 sec. 14 35 sec, 45 sec. 57 sec. 16 4Q �ec. 52 sec. 67 sec. 18 45 sec. 59 sec, 73 sec, '''" T=5 sec. T=6.� sec. T=8 sec. *�For all Manholes over 1 S feet in depth, add "T" seconds as shown far each respective diameter for each two feet af additional depth of manhole ta the time shown for that 18 foot depth. [Example: A 30 (thirty) foot deep, 48 (forry-eight} inch Manhole Total Test Time would be 75.0 seconds. 45.Q+6(5.0)=75.Q secondsj (Values listed above are extrapolated from ASTM C924-85). Manhole vacuum levels observed to drop greater than 1-inch of inercury (Final vacuum less than 9- inches of inercury) will have failed the test and will require additional rehabilitation. The Contractor shall make the necessary repairs to the already completed rehabilitation work at no additional compensation. If the failure of the vacuum tesfi is determined ta be due to preexisting conditians not on the manhole rehabilitation schedul� far that manhole, this additional work ma be authorized by 10/23/08 ASC-39 L PART DA - ADDITIONAL SPECIAL CONDITIONS the Owner's Representative. After completion of the additional rehabilitation the manhole shall then be re-tested as described above until a successfui test is made. Only one payment for manhole vacuum testing will be made on each manhola. Vacuum testing is required on all manholes having interior rehabilitation. Inflow Testing: All partially rehabilitated manholes shall be dyed water tested unless the manhole has successfully passed the vacuum test. Manholes shall be dyed water tested in the presence of the Engineer. The dye test shall consist of applying a concentrated dye solution around the manhole frame. Dyed water shall be applied for at least ten minutes. Manholes observed to be actively leaking greater than one drip per five seconds will have failed the test and will not be acceptable. Manholes failing the test will require additional rehabilitation by the Contractor at na additianal compensation. Other Testing: One (1) rehalailitated manhole will be randomly selected for further testing. A laboratory selected by the City will take core samples of wall sections of manholes with wall coatings. Testing af the core samples will be done to evaluate material thickness, compressive strength, ffexural strength and slant shear bond strength. The follawing are the minimum required strengths for cementitious and non-cementitious wall coatings: Compressive Strength. Compressive strength shall conform to ASTM G 49S and C 109 and shall meet or exceed a minimum 28-day break of 4,Q00 psi. Flexural Strength. Flexural strength shall conforzn to ASTM C 34� and shall meet or exceed a minimum 28-day break of 1,200 psi. Slant Shear Bond Strength. Slant shear bond strength shall conform to ASTM 882 modified and shall meet or exceed a minimum 28-day break of 2,400 psi. If the manhole tested fails to pass any of these requirements, another manhale shall be selected and tested. If the second manhale fails, the City may, at its option, stop work until the Contractor can �arovide assurance thaC testing requirements can t�e met. Guarantee: Contractor shall warrant that the workmanship and materials are free from defects and #hat th� manholes are sealed from inflow and infiltration far a period of three (3) years from the date of final acceptance of the project. D. MEASUREMENT AND PAYMENT Payment far manhole vacuum testing shall be made at the Contract Unit Price bid for each Manhale Vacuum Test actually performed and passed and the appearance of the completed manhole is visually acceptable. Payment shall be full compensation far all labor and materials necessary to 10/23/08 ASC-40 PART DA - ADDITIONAL SPECIAL CONDITIONS complete each test. No payment will be made for additionai vacuum tests or any dyed water testing. Payment for manhole core testing, including all labor and materials necessary to camplete each test, shall be made at the Contract Unit Price bid for each Manhole Core Test actuaily performed and passed. DA-22 FIBERGLASS MANHOLES OMITTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE OMITTED DA-27 GRADED CRUSHED STONES OMITTED DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE OMITTED DA-29 BUTT JOINTS - MILLED A. OMITTEQ DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specificatians, (tem Nas. 312 "Hot-Mix Asphaltic Concrete", 300 "Asphalts, �ils and Emulsions", 304 °Prime Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shaU app{y to the canstructian methods for this portion of the project. Standard Specification 312.5 (1) shall be reviaed as follows: The prime caat, tack coat, ar the asphaltic mixture shall not be placed unless the air temperature is fifty (5Q) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shal! alsa not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory eontrol as necessary. The unit price bid per square yard of H.M.A.C, complete and in place, shall be ful{ compensation far all labor, materiafs, equipment, tools, and incidentals necessary to complete the work, 10/23/08 ASC-41 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER This item shall includa the removal and reconstruction of existing concrete valley gutters at lacations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curh and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing af 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 specifiGation Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item Na. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item Na. 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 tieu 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 300Q 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. It the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dallars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard far Concrete Valley as shown an the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLEY GUTTER �MITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUI� OMITTED 10/23/08 ASC-42 � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-36 RAISED PAVEMENT MARKERS OMITTED DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING OMITTED DA-38 LOADiNG, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL QMITTED DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC QMITTED DA-40 CONCRETE RIPRAP QMITTED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS QMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITTED DA-43 UNCLASSIFIED STREET EXCAVATION OMITTED DA-44 6" PERFORATED PIPE SUBDRAIN OMITTED DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION in order to facilitate timely reconstruction ofi resident and business owner's own private improvements, it is recomm�nded that the proposed water and/or sanitary sewer improvements be conduGted based upon the following sequence: 1. L-2139 (Sheets 23-24) 2. L-2943 (Sheet 3Q) 3. All Other Lines 4. 5. 10/23/08 ASC-43 1 .. PART DA - ADDITIONAL SPECIAL CONDITIONS After the work start date has been established, the selected contractor shall be required to submit the beginning and ending dates for all work (including pavement repair) on each of the project streets. Please be advised that the contractor has the option of submitting a different sequence of construction than stated ahove. The contractor shall not be allowed to begin work (but time charges will begin on the project) until the preferred sequence of construction and the start and end work dates for each street have been su�mitted to the City. DA-�i�,' �'AVEMENT REPAIR IN PARKING AREA i"TED DA-48 EASEMENTS AND PERMITS Easements and permits, both temporary and permanent, have been secured far this project at and made a part thereto. Any easements and/or permits, both temporary and N�; , � �;�� :�t, that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the easement description and permit requirements, as contained herein, along with any special conditions that may have been imposed on these easements and permits. Where the pipeline crosses privately awned properry, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restared to their original conditions ar 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 af additional praperty required. Na additional payment will be allowed for this item. DA-49 HIGHWAY REGIUIREMENTS OMITTED DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E(1500 psi) concrete and for sewer line encasements shall conform to Fig, 113; for water line encasements it shall conform to Fig, 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment far work such as forming, placing, and finishing including all labor, taols, equipment and material necessary to compl�te the wark shall be included in the linear foot price bid for Concrefie Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connectians between proposed and existing facilities, shall cansist of a watertight seal. Concrete used in the connection shall be Class A(3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. 10/23/08 ASC-44 PART DA - ADDITIONAL SPECIAL CONDITIONS Payment for such work as and material necessary to appropriate pipe BID ITEM. connecting to existing facilities inctuding atl labor, tools, equipment, complete the work shall �e included in the linear foot price of the DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION OMITTED DA-53 OPEN FIRE LINE INSTALLATIONS OMITTED DA-54 WATER SAMPLE STATION OMITTED DA-55 CURB ON CONCRETE PAVEMENT OMITTED DA-56 SHOP DRAWINGS 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review �y the Engineer shall include checking far general conformance with the design concept of the project and general compliance with information given in th� General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and sp�cifications uniess such deviations are specifically identified �y the methad described belaw, and further shall not relieve the Contractor of responsibility for errars or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of su�mittals by the Contractor is to demonstrate that the Contractor understands the design concept, and thai he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings andlor specifications are discovered, either prior to or after submittals are pracessed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to �e canfirmed and correlated at the job site, fabrication processes and techniques ofi constriction, coardination of his wark with that of other trades and satisfactory performance his wark. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the applicatian. Any deviation from the specified criteria shall be expressly stated in writing in the su�mittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented ta the City in bound form. 2. Shop drawings shall �e submitted for the following items prior to installation: List the required submittals here 10/23/08 ASC-45 PART DA - ADDITIONAL SPECIAL CONDITIONS Additional shop drawing requirements are described in some ofi the material specifications. 3. Address for Submittals - The submittals shall be addressed to the Praject Manager: (Project Manager) City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN In order to establish a basis upon which partial payments to the Contractor may be authorized, immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Enginesr. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY All work involving paving and/or drainage shall conform to the two following published specifications, except as modifisd herein: STANDARD SPECIFICATIqNS FOR STREET AND STORM DRAIN CONSTRUCTION — CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIQN NORTH CENTRAL TEXAS DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP When H.M.A.C. grea#er than 9 inches in dep#h is encauntered, it shall �e replaced with a combination of H.M.A.C. and 2:27 concrete base, as determined by the Engineer, to achieve the required thickness af pavement. DA-60 ASPHALT DRIVEWAY REPAIR A# locations where H.M.A.C, driveways are encountered, such driveways shall be campletely replaced for the full extent of utility cut with H.M.A.C, equal to or better than the existing driveway. DA-61 TOP SOIL Where directed b�r the Engineer, t4p soil shall be applied in accordance with the City of Fart Worth Transportation and Public Works Department's Standard Specifications for Stree# and Storm Drain Construction, Item 116, except as follows: All labor, equipment, tools and incidentals shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT C�MITTED 10/23/08 ASC-46 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-63 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison anly and may not refiect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unifi prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provisian, this provisian cQntrols. No claim will b� considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. In particular, the Contractar shall be aware that it is the City's intention that the quantities in Unit I �e used on an "emergenc�' hasis only. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $200,Q00 (see Options to Renew) shall be awarded with final payment based on actual measured quantities and the unit price bid in this proposal. Moreover, there is to be not limit on the variation between the estimated quantities shawn and actual quantities performed. {t is und�rstaod and agreed that the scope of work cantemplated in this contract is that which is designated by the City bit will in not case exceed $20�,OQQ (see Optians to Renew) including all change orders. DA-64 WORK IN HIGHWAY RIGHT OF WAY QMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASE) Grushed limestone required for use as a flexible basa material shall conform to Specification Item No. 208 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transpartation and Public Works Department. DA-66 OPTION TO RENEW OMITTED DA-67 NON-EXCLUSIVE CONTRACT OMITTED DA-68 CONCRETE VALLEY GUTTER OMITTED DA-69 TRAFFIC BUTTONS OMITTED 10/23/08 ASC-47 l�ART DA - ADDITIONAL SPECIAL CONDITIONS DA-70 PAVEMENT STRIPING QMITTED DA-71 H.M.A.C. TESTING PROCEDURES The contractar is required to submit a Mix Design for both Type "B" and "D" asphalt that witl be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two (2) years old. Upon submittal of the design mix a Marshal (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type "B" asphalt a maximum af 20°/p rap may be used, No Rap may be used in type «p» Upon approval of an asphalt mix design and the calculatian of the Marshal (proctor) the contractor is approved for placement of the asphalt. The contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will pravide the required densities. The required Density for Type "B" and for Type "D" asphalt will be 91 °/4 af the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a ralling pattern is established, densities should be taken at locatians not more than 300 feet apart. The above requirement applies ta both Type "B" and "D" asphalt. Densities an type "B" must be done before Type "D" asphalt is applied. Cores to determine thickness of Type "B° asphalt must be taken before Type "D" asphalt is applied. Upon completion of the application af Type "D" asphalt additional Gores must be taken ta determine the applied thickness. DA-72 SPECIFICATION REFERENCES When reference is made in these specificatians to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereaf, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX OMITTED DA-74 RESILIENT-SEATED GATE VALVES QMITTED DA-75 EMERGENCY SITUATION, JOB MOVE-IN OMITTED 10/23/08 ASC-48 f� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-76 1�/z" & 2" COPPER SERVICES OMITfED DA-77 SCOPE OF WORK (UTIL. CU� OMITTED DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CU� OMITTED DA-79 CONTRACT TIME (UTIL. CU� OMITTED DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) QMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CU� OMITTEQ DA-82 LIQUIDATED DAMAGES (UTIL. CUI� QMITTED DA-83 PAVING REPAIR EDGES (UTIL. CU� OMITTED DA-84 TRENCH BACKFILL (UTIL. CU� OMITTED DA-85 CLEAN-UP (UTIL. CU� OMITTED DA-86 PROPERTY ACCESS (UTIL. CUI� OMITTED DA-87 SUBMISSION OF BIDS (UTIL. CUI� OMITTED 10/23/08 ASC-49 � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-88 STANDARD BASE REPAIR FOR UNIT I(UTIL. CU� OMITTED DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUI� OMITTED DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) OMITTED DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CU� OMITTED DA-92 MAINTENANCE BOND (UTIL. CU'T) OMITTED DA-93 BRICK PAVEMENT (UTIL. CU� OMITTED DA-94 LIME STABILIZED SUBGRADE (UTIL. CU'� OMITTED DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CU� OMITTED DA-96 REPAIR OF STORM DRAIN STRUCTURES (UTIL. CU� OMITTEQ DA-97 "QUICK-SET" CONCRETE (UTIL. CU� OMITTED DA-98 UTILITY ADJUSTMENT (UTIL. CU� C�MITTED DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CU� C�MITTED �o�2sioa ASC-50 i DA-100 OMITTED DA-101 �MITTED DA-102 OMITTED DA-103 PART DA - ADDITIONAL SPECIAL CONDITIONS LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CU� CONCRETE CURB AND GUTTER (UTIL. CU7� PAYMENT (UTIL. CU� DEHOLES (MISC. EXT.) The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch. The IocatiQn and dimensions shown on the plans relative to other existing utilities are based an the best information available. Omission from, or the inclusion af utility locatians on the Plans is not ta ae cansidered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance af construction in order that he may negatiate such local adjustments as necessary in the dehole process to pravide adequate clearances. The Contractor shall take all necessary precautions in order to protect all services encountered. Any damage ta utilities resulting from the Contractor's operations, shall 4e restored at his expense. Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid item. DA-104 OMITTED DA-105 OMITTED DA-106 OMITTED DA-107 �MITTED 10/23/08 CONSTRUCTION LIMITATIONS (MISC. EXT.) PRESSURE CLEANING AND TESTING (MISC. EXT.) BID GIUANTITIES (MISC. EXT.) LIFE OF CONTRACT (MISC. EXT.) ASG51 i� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-108 FLOWABLE FILL (MISC. EXT.) 1. Description: The flowable fil) material shatl be delivered to the site, free flowing and self-teveling and shall have a consistency enabling it to fill all voids without tamping, vibrating or compacting. The flowable fill material shall have an in place density of not less than 95 and not more than 115 Ibs./cu, ft., with a maximum twenty-eight (28) day compression strength of not less than 60 and not more than 85 PSI allowing the material to be removed with hand tools such as picks and shovels. The height of free fall of the flowable fill shall not exceed four (4) feet. 2. Material Specificatians: Flowable fill shall consist of: a. An appropriate amount of Portland Cement meeting ASTM C-150 (with other additives as necessary). b. Aggregates meeting ASTM C-33 c. Sand ar fine aggregates as p�r City of Ft. Worth Standard Specifications for Street and Starm Drain Construction Item 406 d. Flyash, Class C or F, meeting ASTM C-618 e. Admix#ures 1. Mineral admixtures will be pozzolanic 2. Chemical admixtures shall be in liquid or powder form used in standard ready-mix DA-109 OMITTED DA-110 OMITTED DA-111 OMITTED 10/23/08 concrete products unless specifically designed for flowable fill. Permissible types of admixtures are: a. High air generatars, as manufactured by Grace Construction Products or approved equal, which are specifically designed for flowable fill to lower unit weights, reduce shrinkage and subsidence, and control compressive strength. b. Air entraining admixtures conforming to ASTM C-26Q. c. High range water reducers canfarming to ASTM C-494 Type F ar G. d. Accelerating admixtures conforming to ASTM C-494, Type C. 1. Non-chloride, non-corrosive accelerators used where metals are present in concrete or embedded members. 2. Calcium chloride BRICK PAVEMENT REPAIR (MISC. REPL.) DETERMINATION AND INITIATION OF WORK (MISC. REPL.) WORK ORDER COMPLETION TIME (MISC. REPL.) ASC-52 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-112 MOVE IN CHARGES (MISC. REPL.) OMITTEQ DA-113 PROJECT SIGNS (MISC. REPL.) Project Signs are required at all lacations which will be under construction for more than thirty (30) calendar days as indicated in Part B Proposal. Projeet Signs shall be in accordance with Figure 30 (dated 9-18-96) of the General Cantract Dacuments, The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Praject Signs shall �e considered as a subsidiary cost of the project and no additional compensation will be allowed. DA-114 LIGIUIDATED DAMAGES (MISC. REPL.) OMITTED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) Because of the unique nature af this contract, the number of trench safety system designs required is not known at the time �ids are received. While the contractor is still bound by the latest version of the U.S. Department of Labor, Qccupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-E�ccavations as detailed in D-26 Trench Safety System, it is the City's intention that all casts incurred by the Contractor in acquiring trench safety designs be included in the unit price bid for Job Move in. DA-116 FIELD OFFICE OMITTED DA-117 TRAFFIC CONTROL PLAN Traffic control shall be in accordance with item D-8 of the Special Conditions with the exception of the Contractor praviding the traffic control plan. A traffic control plan has besn prepared and is included in the project plans. A!I other requirem�nts of D-8 shall apply. DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS OMITTED DA —119 CATHQDIG PROTECTION SYSTEM OMITTED �� 10/23/08 ASC-53 � � .a'�' F o�'4 `. ,:.,� �.,,�,. ;..,,�.r:' �a:: . �A ,,: '� :.p .. b"•.: '. WATER DEPARTMENT SECTTON E SPECIFICATIONS JANUARY 1, 1978 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). Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this cantract 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. INDEX El MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Procter 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 ; 2 . Type C Backfill ' (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by wetting ' (b) Material, meeting requirement and having a PI of 9 or more ' shall be considered for use only with mechanical compaction E2-2.11Trench Backfill: (Correct minimum compaction requirement wherever it appears, in this section to 95% Procter density e;ccept for paragraph a.l. where the "95% modified Procter density" shall remain unchanged). City of Fort Worth, Texas iV�ayor and Counci� +Communication COUNCIL ACTIDN: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOC NAME: 30WAGE RATES REFERENCE NU.: **G-�16190 SUBJECT: Adopt 2Q08 Prevailing Wage Rates for City-Awarded Public-Works Projects RECO MENDATION: It is recommended that the City Council adopt the atfached 2008 Prevailing Wage Rates for City-awarded public works projects. DISCUSS ON: ' Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shaii determine the general prevailing rate of per diern wages for each craft or type of worker needed fo execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Buiiders and Contractars (ABC) and the American Sub-Contract�rs Assaciation (ASA}, conduc#s a wage rate survey far No�th Texas construction, The attached 2008 Prevailing Wage Rate data was compiled from that survey. FtSCAL iNFORMATION/CERTI�iCA'TtON: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/AccountlCenters FROM FundlAccountlCent�rs 5ubmitted for Ci N a a�r`s Office b� O. riginating Department Mead: Fernanda Costa (8476) A. Douglas Rademaker (6157) Additional Information Contact: Eric Bundy (7598} HEAVY 8i HIGHWA'Y CONSTRUCTION PREVAILING WAG� RATES 2008 Aic Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Bul(dozer Operator Carpenter Concrete Finisher, Paving Concreie Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Oparator Concrete paving Saw Operator Concrete Paving Spreader Opezator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dza�line, Shovel Electrician Fla�er Form Builder/Setter, 5tructures Form Setter Paving & Curb Foundation Drill Uperator, Crawler Mounted Foundation Drill Operator, Truck Mounted �ront End I,oader Operatar Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade ivlixer Operatar Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Shuctures Pavement Markin� Machine Operator Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Rolier Operator, Pneumatic, Self-Propelled Roller Operator, Steel Wheel, Flat Wheel/Tamping Roller Operatar, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Porm Machine Operator _ _ Spreader Box Operator TractDr Operator, Crativler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy-Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Semi-Trailer Tiuck Driver, Transit-Mix Wagon Drill, Boring Machine, Post Hole Driller 0 Welder Work Zone Barricade Servicer __ � 10, 06 $13.99 $12.78 $11,01 $ 8.80 $14.15 $ 9.88 $13.22 $12.30 $12.85 $13.27 $12.00 $ l 3.63 $12.50 $13.56 $14,50 $16.61 �14.12 $18.12 $ 8.43 $11,63 $11.83 $13.67 $t6.30 $12.62 $ 9.18 $ ] 0.65 $16.97 $11.$3 $I1.58 $15.20 $14.50 $ia.98 $13.17 $10,04 $ i I .04 $ l �i.86 $16.29 $11.07 $ I 0.92 $11.28 � $ i l .a2 $12.32 � 12.33 $ I 0.92 $12,60 $12.91 $12A3 $14.93 $11.47 $ l 0.91 $11.75 $12.08 $14.00 $13.57 $10.09 200$ PREVAI�ING WAGE RATES CONSTRUCTIONINDUSTRY �! � �.� � Y � L�B � `i ` � tx36_r0 TX120036 MOD 0 LAST MODIFICATION Tx36 '�'��PTHIS WAGE DETERMINATION WAS ACTIVE AS OF THE END OF YEAR'�'�'P'� General Decision Number: TX120036 Ol/06/2012 superseded General oecision ►vumber: Tx20100044 State: Texas Construction Type: Heavy Counties: Johnson, Parker and Tarrant Counties in Texas. Heavy Construction Projects (Including Water and sewer �ines) Modification Number Publication �ate 0 01/06/2012 * P�uM0146-002 05/17/2011 Rates Fringes PLUMBER/PIPEFITTER ...............$ 26.33 7.45 ---------------------------------------------------------------- SUTx1990-041 06/Ol/1990 Rates Fringes CARPENTER ........................$ 10.40 $3.64 Concrete Finisher ................$ 9.81 ELECTRICIAN ......................$ 13.26 Form Setter ......................$ 7.86 �aborers: Common ......................$ 7.25 Utility .....................$ 8.09 PAINTER ..........................$ 10.89 Pipelayer ........................$ 8.43 Power equipment operators: Backhoe .....................$ 11.89 3.30 Bulldozer ...................$ 10.76 Crane... ... .............$ 13.16 3.30 Front End �oader............$ 10.54 Mechanic ....................$ 10.93 Scraper .....................$ 10.00 Reinforcing Steel Setter.........$ 10.64 TRUCK DRIVER .....................$ 7.34 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Page 1 tx36_r0 unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination and wage rates that have been found cited type(s) of construction in the determination. The classifications order of "identifiers" that indicate rate is union or non-union. lists the classification to be prevailing for the area covered by the wage are listed in alphabetical whether the particular union zdentifiers An identifier enclosed in dotted lines beginning with characters other than "su" denotes that the union classification and rate have found to be prevailing for that classification. Example: P�uM0198-005 07/01/2011. The first four letters , P�UM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers �ocal 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/Ol/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be �uly 1, 2011 in the above example. union prevailing wage rates will be changes in the collective bargaining rate. updated to reflect any agreements governing the Non-union Identifiers classifications listed under an "su" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: su�A2004-007 5/13/2010. su indicates the rates are not union rates, LA indicates the state of �ouisiana; 2004 is the year of the survey; and 007 is an internal number used in producin� the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a �eneral wage �etermination on that date. survey wage rates will remain in effect and will not change until a new survey is conducted. ---------------------------------------------------------------- WAGE DETERMINATION APPEA�S PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination �° a wage and Hour �ivision letter setting forth a position on Page 2 tx36_r0 a wage determination matter * a conformance (additional classification and rate) ruling on survey related matters, initial contact, including requests for summaries of surveys, should be with the wage and Hour Regional office for the area in which the survey was conducted because those Regional offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not sat�sfactory, then the process described in 2.) and 3.) should be followed. with regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of construction wage oeterminations. write to: granch of construction wage �eterminations Wage and Hour Division u.s. oepartment of �abor 200 Constitution Avenue, N.W. washington, �c 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the wage and Hour Administrator ' (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: wage and Hour Administrator u.s. �epartment of �abor 200 Constitution Avenue, N.W. washington, �c 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wa�e payment data, project description, area practice mater�al, etc.) that the requestor considers relevant to the issue. 3.) zf the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review goard (formerly the wage Appeals Board). write to: Administrative Review Board u.s. �epartment of �abor 200 Constitution Avenue, N.W. washington, oC 20210 4.) All decisions by the Administrative Review goard are final. -------------------------------------------------- -------------------------------------------------- END OF GENERAL DECISION ,- Page 3 Compliance with and Enforcement of Prevailin� Wa eg Laws (a) Dutv to pav Prevailin�Wa e�� Rates. The contractor shall comply with all requirements of Chapter 2258, Te:cas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of ' the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. (b) Penaltv for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. (c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31S` day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I lth day after the date , that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. (e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. (� Pav Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. (g) Posting of Wa e� Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. (h) Subcontractor Comatiance. The contractor shall include in its subcontracts � and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. REFER TO AN-009 � � ASTM C-76, CLASS III .'•�: RCP PRECAST MANHOLE '�•��, SECTIONS OR EQUAL. ��;.`; (REF. E2-14) ,t• : MANHOLE FRAME, COVE GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. � a � � :° •� �{' N � . : `: ;'F� O I i-� .., , ! y�`w � I •e,;" I ti- � : :��., �•�+:'�, . v 2 COATS OF ;;'�� APPLY INTERIOR ''��• ,• BITUMASTIC '�'��• CORRO ION '�`'�.'.• COATING �'`�� PROTE TION AS REQUIR D. • • JOINTS RECOATED AFTER SECTIONS PUT TOGETHER A GROUT ;.��.. :�� `�i';'. •,��.�: � -� * VARIES WITH PIPE DIA. SECTION A-A :+. : .;. ;�' � �• .� ��//I� . % � U ., .:�,:. `.,;:. I�J. I. TRENCH WIDTH � CONC. CRADLE ' TO EXTEND TO �"� PIPE BELL 0-RING GASKETS •�� JOINTS (TYP.) �t`��: � �, A .. �. : �. �I'•. • r.�:: .'!'�� ;t;' :J.•: �4., ..y .t . . "t ` �' -. ' r; — :.tc� `:�..�•,.u.+ �—r.'.•�Y+•,:�.�... �'. �: : �:. ' ��• � � �' � .. . �r� •. . .'a•. S . 1. . . ,': • "'!'. ' ii' l •�. � •.�� •,�^�`.�•�.. •}• .1.'•4•� :,.. �F�M� '• ..\:'I'� ��. ' � ,{ +.'.� , `'. , `' '.�..t } ` •�1. ,',;•;� !.X �'' ' USE 4000 PSI CONCRETE 1O 4' DIA. FOR SEWER PIPE UPT021"DIA. 5' DIA. FOR SEWER PIPE E1-14 MATERIAL 24" TO 36" DtA. E2-14 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER MANHOLE . a" ••iti'.• - ,.i'1;�: �'..i�.��. ' .!;` + �• ! �.� ��t:,.�'.:. , o';•'• ,,?' , . f ,i'; � �• :. �,,� ,•: •.; �' ' '��. : R. : j;' f. '_ ,(, ••�y• ••f.• ' +.• :t �', � • t � . �. �. •�n �'H.'L� SECTION B-B DATE: FEB. 2009 SAN-003 FINISH GRADE 15" BELOW FINISH RIM — ELEVATION FOR STREET RECONSTRUCTION � � � � �,, . ;; .,;�: x � ', , 's �r Q ...'� �, ,.. N� �� -i n �. rt,`i• _ •.•�'.�j,' •`i •'.; `.'�• 30�� 48�, ..;.: '•,.•.:• APPLY 2 COATS "''� OF BITUMASTIC •,.,:' •, GROUT COATING. : � �,;;' MIN. 6' 4� ��: ,•.��., , MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. � � ��Z � I . .� '; : �� ; � ` �,.k:, �r \.1 . J.•i � •. Y , �t Y . ' i 4 ' '�. 1 . \' ,L.. � `t; .�r , � .I j ti.y ,�Y {� �t,, Y•�,,� !��• �� ; • '� •: 4'-0" SECTION A-A i FLAT SLAB TOP MIN. 6" THICK, DESIGNED TO MEET OR EXCEED H-20 LOADING MONOLITHIC CONCRETE (4,000 PSI) OR ASTM C478 PRECAST MANHOLE SECTIONS. 0—RING GASKET � JOINT (TYP.) : ,,;; M +�" ', ,y' . �•�• ^ . '. ,��, 'y.; �' . � : �•• • '•,•�� +:� ��;::: �• •.,. •, � ;�;;� .: �.�. , � , <, r: ;.,� . i� . . PRECAST JOINT DETAIL 48" R.G. PLAN E1-12 MATERIAL E2-12 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS SHALLOW MANHOLE DATE: FEB. 2;)09 SAN-004 MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. USE SDR-26 PIPE TO FIRST JOINT BEHIND LIMIT OF EXCAVATION , CONCRETE COLLAR � � � � �1,'_2�� ,-. z � N " _ � � w 0 w J m Q � Q �> � � 2� SDR-26 TEE � INSTALL NUTS AWAY � FROM M.H. WALL ON w M.J. FITTING w COR-TEN BOLTS � � 4'-0" O w J Q IF REQUIRED, PROVIDE � STUB EXTENSION AT END Q OF P.E. IN M.H. WALL > SLOPE 1 "/1' TYP. -� � �30" CLEAR—`I� OPENING �I APPLY INTERIOR CORROSION PROTECTION AS REQUIRED. �-- 3" LIMITS OF — EXCAVATION r: �y, ; .' .: . "7:: � ` :: � APPLY 2 COATS OF BITUMASTIC COATING CONCRETE — SEE STANOARD 4� DIA. M.H. DETAIL SAN-003 � ' • VERTICAL TO .,;'... I I JP�P' � 3/4 POINT OF PIPE ;;• �• •�K." .:.t. .;; �:,. , . , , t .. • ;�;;. ,,�•'+:' . ';''. .•: .• - -•.�. ' t:. •� � i';. ..;�•;•.�, -:t' •�':•••• ,•,'t: ''i'• o0 � GROUTED INVERTJ USE 4000 PSI CONCRETE O 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE 24" TO 36" DIA. E1-14 MATERIAL E2-14 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER DROP ACCESS MANHOLE DATE: FEB. 2009 SAN-005 NOTES: A. STANDARD PIPE FITTINGS SHALL BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN POSSIBLE, WITH INSTALLATION AS FOLLOWS: 1. PIPE FITTING. 2, POUR MANHOLE FLOOR TO SPRING LINE OF FITTING. 3. BREAK OUT TOP OF FITTING TO SPRING LINE. 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WALL UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED. 5. STEEL TROWEL FINISH INVERT OF MANHOLE. PLAN VIEW CONCRETE SLAB E1-14 MATERIAL E2-14 CONSTRUCTION ORT WORT SECTION A-A O y1�HEN PIPE SIZES DIFFER, � MATCH THE PIPE CROWNS. CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 JUNCTION MANHOLE BOTTOM SAN-006 8. WHEN SPECIAL SITUATIONS PROHIBIT USE OF STANDARD PIPE FITTINGS AS ABOVE OUTLINED, THE INVERT SHALL BE FORMED OF CONCRETE AND STEEL TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CHARACTERIST�CS TO THOSE AFFORDED BY THE ABOVE INSTALLATION. INVERTS THUS FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. w w � � m � � w w ~ J w J w Q Q Q Q � � � � Q Q � � CASING S (REFER T PRODUCT PERIMETER OF THE BORE DIP CARRIER PIF NOTE: 1. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 2. IF COMPRESSION TYPE JOINT IS NOT AVAILABLE, M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. E1-15 MATERIAL E2-15 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS PRESSURE GROUT AS NEEDED "'2ESSURE GROUT AROUND CASING JD CARRIER PIPE. GROUT SHALL : PROPORTIONED AS 1 CU. FT. " CEMENT, 3.5 CU. FT. OF CLEAN VE SAND WITH SUFFICIENT WATER )DED TO PROVIDE A FREE OWING THICK SLURRY. CASING PIPE SEWER LINES SHALL BE SECURED 3Y CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING CO., ADVANCE PRODUCTS & SYSTEMS, OR APPROVED EQUAL. DATE: FEB. 2009 BORED CROSSING DETAIL SAN-008 TYPICAL BORED SECTION LONGITUDINAL VIEW TYPICAL BORE WITH PIPE INSTALLED LONGITUDINAL VIEW TYPICAL END VIEW COLIAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA FOR UNPAVED AREA i 5'-0" i MANHOLE FRAME AND - 32'� DIA. DUCTILE IRON COVER. (REFER TO STD. PRODUCT LIST) A �'�''' : i • '•:','�':;;, , :..';;.�: �'�` ,". .'� �.i/` ��:'' ��''• '.•',. '� : �y�)�,/�. �,r �,{.� t f 1, ,•/ .�'� ; �;'� : / ;;y��. ; �`=::� � . :-1.�= ,:,��.. �; :� - - ,.• -,. �:•�„••... •: , • -.^'. ',, �.,: 'j�:�.'.=L� 'I'.:' ;� :. J ...� `{: •.I � � /,.� ��i ♦ 1! \� ,• ••.� �.1 • ••' 1! 5,' :�V'., , � , / � _ � �. •. .'~'�;..,.,� • / �, �,,�.•j \sl.��, \ .:,::��:.:: � �� .;; .�f < � . ��;��:��, 4000 PSI ::'= �� `�''�j � � CONCRETE ':' 'y'.�"\' �� \ � i � �. `}''�. \ S`C .''j. i'Y ' �:''�' • \ 1 :%.. •��,: , . � �t. 8—#4 REBARS TYP •:.::::::. � •:::::::::�.; �::�::�: PVMT.:�:`.�::�:�::�:�:�::: � . ,�.. :,:�. � .;.; �.,. : :.�:� .•.: �; , , .; � •,: : ; . , .�:.:..2, 2�:•.; f: •:. f;,� �r• :,i • • '.. �k .. . . y' . ::�'. . . . ;.�+j•� 2" x 8" x 30" I.D.- CONCRETE PRECAST GRADE RINGS PER ASTM C478. , �. . . � . t. ,1Y: •.;.�I', � • .�� ••, y •.: i ; . • {.. .• !, ��,�v:.��•.�� } ��•; .'.I: _.�'..T :�;; ; .�; . ....�.:� �;.,, �., . . � .. . :'•'• ., . , .: ., • .. _.. '.':. � � � .'.;��;: / ,' �,�,.:. , �� / :'•.: f,� ' / •,;;.7 •y, ;r' i. — •IJi/�h � � . '�.'�� / '�• �� i••�yyr��I `. . �•,�,. . M N'. 32'� �MIN. �� I � �.�;"••f .�;, ' �; • - . ��;' : .• 3" TYP. :� , A •. o '; � � 3/a' CHAMFER (TYP.) � - z � � GROUND � �� r.; •:� .,.�-\ ''� :.;,•: ..� ; '%; i� � , ` �, I . z � ., I i '. _ _ � _I_ � — � .� ' :� �30" CLEAR� �•:. '•, �� OPENING �' ��`•'• .�-:�. 2 ROWS OF RAM-NEK SEAL ';• w/STAGGERED JOINTS OR •.'.�•��'. '` �" ...: . �'`'•:�'• APPROVED EQUAL. . �.r:� �•.f : :, .�:• a' � JGI� IIVIV F1-H 1O REBAR SHALL BE PLACED 3" O WHERE MANHOLES ARE IN MIN. FROM TOP AND BOTTOM THE STREET, INSTALL 2 OR OF CONCRETE COLLAR. MORE GRADE RINGS, AS NEEDED, BETWEEN CASTING AND TOP OF PAVEMENT. � O �- CONCRETE COLLAR I HEIGHT VARIES 3O HINGED LIDS ARE REQUIRED ON ALL ELEVATED MANHOLES, I JUNCTION BOXES AND WHERE SPECIFIED ON PLANS. (REFER TO STD. PRODUCTS LIST) O5 LOCKS TO BE INSTALLED ON � 4 HINGED LIDS INSTALLED IN ALL MANHOLE LIDS BELOW E1-14, E1-20, E1-21 MATERIAL STREETS SHALL OPEN THE 100-YEAR FLOOD ELEV. E2-14, E2-20, E2-21 CONSTRUCTION AGAINST THE FLOW OF AND WHERE SPECIFIED ON TRAFFIC. PLANS. 1 ORT WORT CITY OF FORT WORTH, TEXAS MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR DATE: OCT. 2009 SAN-009 4- #3 DOWELS SPACED EVENLY : A� � ; :::. :� . . »�'�.. A� _�� PLAN VIEW :� SECTION B-B N OTE: DROP TROUGH WILL BE POURED MONOLITHICALLY WITH CAST IN PLACE BENCH, OR DOWELED AND GROUTED TO PRECAST BENCH. 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Z � I �W C� w�> � J �� ma� � -1�C7~ W LiC)ZwN OZ~N3 Z d X � W ��wa= wo � liU�'-NO z ¢ � K w 3 w N Q d W IZ J I F�- � �' I W a O � a -� 1 � � 3 w � > � � I 0 � I J 3 w 0 I �' � I N o Z N U H � O �' � �' a Q v � z � � o Q - H o � � � � W 00 O 3 � � c Z � N � � ' � O � � c a, 0 � � 7 � a �� -c T p� � a� � � O N � J � O C cn a o m � N N � c� 3 * » � � J O m � � � � � �� in x � ¢ 0 � a � Q �0 3 Nw � � U U � �� m � � U f-- w w � z O Q.' H � Q U � Q W � Q � W � Q � � � � Z O � C� � Z N 12" � 12" ^� ;4`. �...... '.i'. .',.:�,..d: � �'..i.`•.'.•' . •4';.;' �o! ..y�� ,.,1�. .i: � W� I I I I Q� I I I I QQ I I I I '� I I I ' t�. ��,'� �. •• �i�� .��'T. •' � : •'�; � yk,� .�, � i:•'�v.+• 7�'.: ' .+ . ; ��. : e��•. � 12" 12" i TYPICAL SECTION END VIEW BARREL OF PIPE NOTE: USE 4000 PSI CONCRETE E1-9 MATERIAL E2-9 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS TYPICAL ANCHOR BLOCK FOR ELEVATED CROSSING DATE: FEB. 2009 SAN-013 f ' �1 COMPACTED BENTONITE - CLAY OR 2:27 CONCRETE 1 3 1 200' MIN. SPACING PER CITY OF FORT WORTH TREE ORDINANCE. - - - - - - -�- _ _ _ _ _ _ PIPE � SOIL 4' OR T PAVEMEI TOP S01 TRENCH WI D TH TYPICAL SECTION ORT WORT CITY OF FORT WORTH, TEXAS C LAY DA M DATE: FEB. 2009 SAN-019 EXISTING SURFACE BACKFILL AS APPROPRIATE II. �.,...:, ,,.,•„ , •,;.. • ,,,::. •�.�; I I I— ;.Y.• ' .• �' :'r �: �. Y'. ��•�."' • I I— O �;. ;,�...:., .•'.'s •,�. .•.�,•: ;:..- �•c•��; 3 —� � � ?' '' : �':., :•�:,�:.,; :, . .:, ..:. , . �•r • ::; � � �= ,. �,`': �:' . J:.y.� ..* • I''•' _ II I � � 1�...1�,��' f' �� 11•r n,\' y:�' ,. _ —I I I �4+ •: J,.. � ,.!' .�i' . .. � I I I- .��` ,.;4;, .f� ... :.;.'�,' � t.{.� ` •.�: :�,� j.: 4; I I= � �� : ti; ;:. � r,,:',;'��-��.�;; � � �: � � �— :'v.�. •'':�� Q`Q �' �" �', � �— � ,.;. —� � �.:�.,�',.+, o '�� ; ;;; � � �= I I= `'� `':��' o• �.;�,.:,,,.: I I— =1 I I . ��.:;'��.. . . : ,:. '�� •�� III: iR � • :� + •.' �• I I I I I I�' a'� �i+ ,'• .. ti t, v ,� I I • ��f.. '� . ��1.�1 III- I ��i�� '� �.R, a ��}: ' � 1.�� - �� I II I I '••' ,',• ', �'• f ,,•f• % ',•1,,� �•�v: ' •• . i . ,:,:.,,.. ::. :.... .......�::� � ' I I1= � ,:,•�'„%.'i:• • '.X'.'' . r,.,` i'.•�• '�}•'• s.•�•:'.,:.", � � �—<.•�: 'y r,',•; :t.:'.�:�.��y�� r�'` '•. "'��c � �_� —� � �— , �'— — � ' '. ,. ..: = . - ��- ��—�� —��—��—�� _��— �� —��—�� — � �� ' '� 1O 6" MIN. DIMENSION. 6" MAX. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. O 6" MIN. DIMENSION. MAX. FOR PAY PURPOSES SHALL BE 6" ON MAINS 24" AND SMALLER, 9" ON MAINS 30" AND LARGER WHEN BID PER CUBIC YARD. O3 4" MIN. DIMENSION. 4" MAX. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. O4 CLASS 'E' (1500 PSI) CONCRETE. E1-7 MATERIAL E2-7 CONSTRUCTION ORT WORT CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 CONCRETE ENCASEMENT SAN-020 MINIMUM 6" INITIAL BACKFILL COVER MINIMUM 6" EMBEDMENT TYPE "C" BACKFILL SEE SPEC. E1-2.4 G.C.D. SAND MATERIAL EMBEDMENT & INITIAL BACKFILL SEE SPEC. E1-2.3 G.C.D. WATER: SIZES UP TO AND INCLUDING 12" MINIMUM 12" INITIAL BACKFILL COVER TYPE "C" BACKFILL SEE SPEC. E1-2.4 G.C.D. FILTER FABRIC— SUPAC—HEAVY GRADE 8NP (UV) OR APPROVED EQUAL. MINIMUM 6" EMBEDMENT CRUSHED STONE SEE SPEC. E1-2.3 G.C.D. WATER: SIZES 16" AND LARGER SANITARY SEWER: ALL SIZES SAND GRADATION • LESS THAN 10� PASSING #200 SIEVE • P.I. = 10 OR LESS CRUSHED STONE GRADATION SIEVE SIZE RETAINED 1" 0-10 Y2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 NOTE: SPECIFICATION REFERENCES ARE FOR WATER AND SANITARY SEWER ONLY. MATERIAL SPECIFICATIONS THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHAI.L REPLACE APPROPRIATE PROVISIONS OF E1-2.4(b) AND E1-2.3 OF THE GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR WATER DEPARTMENT PROJECTS (G.C.D.) ALL OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. PIPE SIZE DITCH WALL I.D. CLEARANCE MINIMUM—A 6 8.6' 8 ' 7.5" 10" 6.5" 12 6 16' 6" 20 6 24 6 30' 9" 36" 9" 42" 9" 48' 9' ORT WORT CITY OF FORT WORTH, TEXAS WATER AND SANITARY SEWER EMBEDMENT AND BACKFILL DETAILS DATE: NOV 2010 WTR-029 4' 4' � 1 Z�� 44�� QRT URTH � 4 62" 3" 3�� Pro'ect Title J ,�. 82�� Fundin g i 3" 12' 22,� 12" 12�� 12" R1" T1'P. Contractor: Contractor's Name - Questions on this Project Call:= (817) 392 - XXXX After Hours Call: (817) 392 - XXXX FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH - PMS 288 - BLUE LONGHORN LOGO - PMS 725 - BROWN LETTERING - PMS 288 - BLUE BACKGROUND - WHITE BORDER-BLUE 1 " TYP. ,,, 2 12„ 1" 1" 22,� NOTES: IF APPLICABLE TO THE PROJECT, CONTRACTOR SHALL OBTAIN VINYL STICKER "CITY GAS LEASE REVENUE IN ACTION" / LOGO AT CDR SIGN AND ENGRAViNG, 6311 EAST LANCASTER AVE (817-451-4684), PEEL AND PLACE IN FUNDING SECTION. 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Z � O m N .--. X Z ¢ � � �— ~ w w w w ti �' m � � � x ROAD WORK AHEAO m @ This plan �s submitted For TCP. I certiiy this plon will be used for the folling locationisl; � CHARN tZD � 4�M� R LYZ , � . � and that ell channeltzing devtces w�ll conform to "General Notes' as shown on the back, w F— o Stgnature: Date � CITY OF FORT 4�ORTH + ; iRANSPORTATION ANO PUBLiC WORKS TMU I CD F�gure TA-3,4 & 6 TYPICAL TWO 4JAY STREET - SPEED LIMIT 3� MPH OR LESS SHORT TERM STATIONA�Y - 12 HRS OR LESS - DAYTIME ONLY See reverse stde for General Notes and Device Spac�ng � PLAI�I ��22�J g� � i ROAD i \VORK � AHEAD ONE LAN ROAD AMEAD Fiagger ( 2 Flaggers required wheneve opposing troffic required to use same lane. �, Floggers shall be in constont "' radio contact. No congregroting around � flagger stations. a Flagger stations must be lighted at night. � � I 0 .» /� a ^� :� o U� o 0 .� 0 la 0 a 0 0 lo - O O O O 0 0 ( o 0 0 �o 0 O 0 I � ROAONWORK � a I i � � I ��ENO ROAD WORK YQ � W 3 °�d � W W t.. Z �+. O � N m z X � Q .. � F- w p W o LL O N x x Ftogqar Required On Collec tor /Residentiol Streets. Additionoi Floggers Moy Be Requirad Depending On Field Conditions. ONE LINE / aoio �FiEAO ROAD � HEAD 0 0 N ; This plan is submitted for TCP. I certify this plon will be used for the following locotion(s)� N 1-Ice,�E ST Hc�.t ST tct�Fi�EST NEe�tl6 S�- C1+Pkt� �i � 6w�� DR x�+��t1c. w�E P�snc.a�T ST w GucC,�oN ��1 � ffa�.oN Sf S+cfLL�;�' , �Ru � � � Q ond thot oll channelizing evices wiU cor{form to Generol Notes os s own on the bock. 0 Signature� Date� CITY OF FORT WORTH TYPICAL TWO WAY STrZEET TRANSPORTATION LANE CLOSURE AND Note� PUBLIC 4�/ORKS See reverse side far Generol Notes and Device S ocin p L AN �� 2 21 �� i� r - � RDAD WORK AFIEAO �a X � � � N Z a J a I � n ( \ % � V t-- O O O O 0 O I 0 0 a k O O O O �II O I �� 0 O O ENp ROAD WORK V 3 � � I END ROAO WORH �. Y "Q � W � Q �_ 00000 � � Z AAROIi BOARO (F SPEEO LIMIT `` o IS �10 MPH OR GFtEATER � N m RICHT -� LANE GI.OSED QI' C c x o ROAD WORK m AHEAD U C O > � X Q o This plan is submitted for TCP, I certify this plan evill be used for the foilowing IocoEion(s)� � l,.k�e,DNAvE►� C4.uD , , � and that ail channelizing devices will conform to "Generol Notes" as shown on the bock. w Q o Siqnoture; Dote� CITY oF FORT WORTH TYPICAL TWO �NAY STREET TRANSPORTATION ONE LANE CLOSURE AND Note: PUBLIC WORKS See reverse side for Generol Notes ond Device s o�� .�L AN �� 2 41R �� 1' �� .b � vwi3a y sr+M i»ris T' C� _ � � �� ` �/ 4 i '1'� siaer w�c atou+ � � X U �� R� ClO5E0 � �w T ^ � EM 'Cy X W � T � e�nix JMN l7ilili �- X w w � � T � �F �� 4 L� a�mt rwt oi oasou aou ENO DETOI;N 1 � � ROAD CLOSED ROAD CLOSED � . /, � a � � W � J �� a' X STK[T N.W[ ' �"' OETOVq � il l � � r— � � U .r � If X Ll oeioua END � MtEdD oEroiw y � flOID CLOSED /�EM 0 7his plan is submitted for TCP.Icertify this plon willbe used for the follawing loca ion(s�� N � V"��:..WW i�F.t.JL \�V � � ond thot all chonnelizing devices will conform to "Generol Notes" os shown on the bock. w H o Signature� Dote� cirY OF FORT WORTH FU�I. STREET CLOSURE DETOUR TRANSPORTATION AND Note� See rever �� side for General Notes and Device 5 acin P � AN �� - �� PUBLIC WOR�CS 4 i � � f i�� ; � OYLH a�son � aod ar+� �5 inoLw X � \ 7MN 171Y1t � w Z W w � N � �� hI �r-� `�"i/ „�i rv�� o� oKon ad � ROM � CLOSED � � ROAD CLOSEO l, . � � ��,- - I N lJ END oc�aM � J. '� Y �1 � � � �� F '{ � �F , �� y �mm �n.�c �- � I� 'L� srMn wK ara,e � � � � � i � y � � z �� q � x s�Mcr�iwc w oc�aA w � � � 1 � X -� � 4 «„ � � oe' o,�a .I. _ � aow c�osco Nc�o 0 7his plon is submitted for TCP.Icertify thi plan wiilbe used for the following location(s)� �; � a �11l.LAt� P.�C-�. � . ' and thot oll chonnelizing devices will conform to "General Notes" os shown on the back. w F- o Signoture� Oate� CITY oF FORT WORTH � ULL STREET CLOSURE DETOUR TRANSPORTATION AND Note� 5ee reverse side for General �lotes and DPvice Spacing PL �(� "F - 2" PUBLIC WORKS — 1� . .. �� "GENERAL NOTES" 1. Ali channelizing devices shall be in accardance with the current edition of the Texas Manual on Uniform Traffic Control Devices. � 2. All Traffic Controf Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD. 3. For 7emporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yeliow centerline. ln such locations, channelizing device spacing of 1 b feet is required. 4. For Lonq 't'erm Siationary work, all conflicting pavement markings musi be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. A(I sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requirzs 24-hour a day closure set-ups and if rec{uired. 7. City Traffic Engineer and/or inspectors may require additional traffic control dzvices. TYPICAL 7RANSITION L_ENGTHS AND SUGGESTED MAXIMUM 5PACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len ths L Feet Spacin S acin Feet Posted 10' 11' 12' On a Taper On a Tangent „X„ Speed Formula* Lane Lane Lane. (Feet} (Feet) MPH Offset Offset Offset Dimension 30 15Q 165 180 30 60-75 120 � 35 L=WS2 205 225 245 35 70-90 160 60 40 265 295 320 40 8d-100 240 45 450 495 540 45 90-110 320 50 �—WS 500 55� 600 50 100-125 400 'L= Taper lenglh in feet V�/= Width oF offset in feet Noie: Buffer Zone wilt be 25 feet (maximum). ti 5= Posted speed LEGEND a o Channelizinc� devices � Trailer mounted arrow dispiay �`� Flac�c�er IJ �� Sarricade i /` i � �<► , � �', �I ,Il PART 6 TECHNICAL SPECIFICATIONS � � � � PART 7 � � � L � CONTRACTS, BONDS AND INSURANCE �``� � � T- CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Project No. 00360 • /,�/� //�a,� �TS'��z .�� , �/6� CONTRACTOR Circ /t �'on sf/u��o r� _ � By: � I . .��'� Name: �i'P�s"C �S' �Jy Title: �/Ga �r�PJ'/ ��f Date: `�- z S- /3 6� � LJ STATE OF TEXAS COUNTY OF TARRANT � ` `a�PaY��,n,UA( § ='",�' � ''N�9rf OF tF;4 �IICI�?LE S. LAM�,F(�I� �otaiy Pubfic STATE OF TEXAS My Comm. Exp. October 7, 20(5 Before me, the undersigned authority, � on this day 'personaTfy appeared T�,��(Q,� � �� , known to me to be the person whose name is subscribed to the foregoing instru`m^ent, a,� acknowled ed to me that he executed the same as the act and deed of V ic� Y�2��CiQ.r� _for the purposes and consideration therein expressed and in the capacity therein stated. �F-!'� � � Given Under My Hand and Seal of Office this� day of 1-f�� , 2��_• Notary Public in and for the tate of Texas Rev 4-15-10 � � � � < P�RFORMANCE BOND Bond No. TXC107210 THE STATE OF TEXA� COUNTY OF TARRANT . KNOW ALL BY THE$E PRESENTS: That we, (1) Wi[liam J. Schultz. Inc. dba Circle C Construction Comqanv, as Principal herein, and (2) Me�rchant�, Bondin,.,g Companv (Mutaal), a coxporation organized under the laws of the State of (3) Iowa, and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum *One Million, Two Hundred Seventv Thousand Seventv-Four pollars and No Cents ($*1.270,074.00*) for the payment of which sum we bind ourselvEs, our hei�rs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 18th day of December, 2012, a copy of which �s attached hereto and ma.de a part hereof for all purposes, for the construction of: Sanitary Sewer Rehabititatiou Contract 74 (Basins M-170, M-204, & M-272D2) City Project No. 00360 D.O,E. No. 5358 Sewer No. P254-707170036083; Sewer No. P258-707170036483 CWSRF Project No. '72275 NOW, THEREFORE, the condition of this obligation is su�h, if the said Principal shall faithfully perform the work in accordance with the plans, specification�s, and co�tract documents a.nd shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse a�d repay Obligee for al� outlay and expense that ObligEe may incur in making good such defa.u�t, then this obligatxon shall be void; otherwise, to remain in full force and effeet. PROV'IDED, HOWEVER, that this bond is exe�uted pursuant to Chapter 2253 of the Texas Government Code, as amended, and all �iabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS VJHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument, SIGNED and SEALED this 15th day of April, 2013. ATTEST: (Y��.�� l�.l �.�.c� (principal) S�ecretary,lVYichele ankford Witness as to Principal ATTEST: Secretary (SE � , f� • Witness as to,Surety, Joha A. iller William J. Schultz, �nc. dba Circle C ConstruCtion Company PRINCIPAL By: /� � Name: Teresa S. �kelly, Vice-Pres ent Address: P, O. Box 40328 Fort Worth, TX 76�,40 Address: 2100 Fleur Drive Des.Moines, IA 50321-1158 Telephone Number: 1-8p4-67$-8171 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to �ond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. u (l Name: Sheryl A. Klutts , Attorney-in-Fact PAYlV,�„ENT BOND Bond No. TXC107210 THE STATE OF TEXAS § § KNOW Al,l� BY THESE PRESENTS: COUNTY OF TAC�RANT § That we, (1) William J. Schultz, Inc. dba Circle C Construction Comnanv, as Principal herein, and (2) Merchant� Bondin� Comganv (Mutnal), a corpoxation organized and ex�sting under the laws of the State of (3) Iowa, as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee hereun, in the amount of *One Million, Two Hundred Seventv Thousand, Seventv- Four and No Cents �,$*1270,074.00'") for the payment whereof, the said Principa� and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the principal has entered into a certain written contract with the Obligee dated the 18th day of ecember, 2012, which contract is hereby referred to and made a part hereof a� if fully and to the same e�ent as if copied at leng�h, for the following project: Sanitary Sewer Rehabilitation Coutract 'i4 (Basins M-170, M-204, & M-272D2) - City Project No. Q0360; D.O.E. No. 5358; Sewer No. P254-707170036083; Sewer No. P258-707170036083; CWSRF Project No. 72275 NOW, THER�FORE, THE CONDITION OF THIS OBLIGATION TS SUCH, that if the said Principal shall faithfully mal�e payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or ma.terials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to rernain in full force and effect. PROVIDED, HOVV�VER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all lrabilities on this bond shall be determined in accorc�ance with the p�`ovisions of said statute, to the same e�ent as if it were copied �t length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 15�t , day of Anril, 2013. ATTEST: � (Principal) Secretary, Michele S. L k�ord Witness as to Principal � ATTEST: Secretary (SE f v � • Witness as to.Surety, John A. iller William J. Schultz, Inc. dba Circle C Construction Compa� PRINCIPAL : Name: �. Teresa S. Skell�, Vice-Pres ent Address: P. O. Bog 40328 Fort Worth, TX 761.40 Me�°chants Bondin m an Mutual SURETY By: � � Name: Sheryl A. Klutts, Attorney-in-Fact Address: 2100 Fleur Drive Des Moines, tA 50321-1158 Telephone Numbar: 1-800-678-8171 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of'surety must be stated. In addition, an original copy of Power of Attorney shall be attached to $ond by thE Attorney-in-Fact. The date of bond shall not be prior to date of Contract. l�. MAINTENANCE BONp Bond No. TXC107210 THE STATE OF TEXA,S § § COUNTY OF TA,�tRANT § KNOW ALL BY THESE PRESENTS: That William Jt Schultz, Inc. dba Circle C Construction Compa v, ("Contractor"), as principal, �.nd Merchants Bondin$ Companv (Mutual), a corporation organi�ed under the laws of the State of Iowa• ("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, {"City") in Tarrant County, Texas, the sum of *Otte Million, Two Hundred Seventv Thousand, Seventv-FQur and No Ccnts ($*1,270.074.00*1, lawful maney of the United States, for payment of which sum well �nd truly be made unto said City and its successors, said Contractor and Surety do hereby bind thamsetves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contraotor has this day e�tered into a written Contract with the City of Fort Worth, dated the 18th of ecember 20� a copy af wk�ich is hereto attached and rnade a part hereof, for the performance of the following described public improvements: Sat�itary SevVe�,r Rehabilitation Contract '74 Basins M-170, M�204, & M-272D2), the same being referred to herein and in said coz�tract as the Work and being designated as Project Number(s): Ci�ty, Proiect No=, 00360; D.O.E. No. 5358; Sewex No. P254-7071700360831 Sewex No. P2�8-707170036083; CWSRF Proiect No. 72275 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; 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 a period af two ,(2� vears after the date of tha final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to mair�tain said work in good repair and condition for said term of two (21 years; and WHEREAS, said Contractor binds itsalf to repair or reconstruct the \1Vork in whole or in part at any time within said period, if in the opizuon of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or �� reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Cqntract, 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 the City shall have and recover from Contractar and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each of which shall be deemed an original, this 15th day of A ri1 A.D. 2413. ATTEST: �. (Principal) Secretary, Michele S. L ord Witness as to Principal William J. Schultz, Inc. dba Circle C Construction Companx PRINCIPAL � ,, By: � ��- Name: Teresa S. �kel , Vice- ident Address: P. O. Bog 40328 Fort Worth, TX 76140 Merchants SURETY ATTEST: Secretary ,�,�'""� (SE 6i i�J��/ !s • Witness as to Surety, John A. iller : Name: She�ryl A. Klutts ,,Attorney-in-Fact Address: 2100 Fleur Drive Des Moiues, IA 50321-115$ Telephone Number: 1-800-678-8171 I' MERC�iANT�S�� BONDING COMPANYTM POWER OF ATTORNEY Know Ail Persons 6y These Presents, that MERCHANTS BONDING COMPANY {MUTUAI) and M�RCHANTS NATIONAL BONbING, INC., both being �orporations duly organized under the laws of the State of lowa (herein colledivety called the "Companies"), and that the Cqmpanies do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; K R Harvey; Sheryl A Klutts of Fort Worth and State of TX their hue and lawful Attorney-in-Fact, with full power and authoriry hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obiigations in the nature thereof, subject to the limkation that any such instrument shall not exceed the amount of: TEN MIGLION ($10,000,000.00) DOLLARS and to bind the Companies thereby as fulty and to the same extent as if such bond or undeftaking was signed by the duly authorized officers of the Companies, and all the aats of said Attorney-in-FBct, pursuant to the authority herein given, are hereby ratified and con�irmed. This Power-of�Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company (Mtrtual) on Apfil 23, 2011 and adopt�d by the 8oard of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Viee President shali have power and authority to appolnt Attorneys-in-Fact, and to authotize them to execute on hehalf of the Company, and attach the seal of the Company thereto, bonds and undettakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. 7he signature of any authorized o�cer and the seal of the Company may be affixed by facsimile pr elechonic hansmission to any Power of Attorney or Cert'rfication thereof authoriYing the execution and dellvery af any bond, undertaking, recognizance, or other suretyship obiigations of the Company, and such signaiure and seal when so used shall have the same force and effect as though manually fixed" In Wdness Whereof, the Companies have caused this instrument to ba signed and sealQd this 1st d2y of JanUary , 2412 . STATE OF IOWA COUNTY OP POLKss. ��,., � � � � � � � � � r �,, �,�� ,a��,,"i IQN,�(L �•, . . :�°j. 04� ��Pq'i. �Q`'s_ -�' �`-�_ `�: ' �t►- �_� : ��: �0�?3 .� ; "s : , •'.\ : ' ;�.��r • . ..:•:r,t' a� ;, �! ',* ��. /��q�ryqlu1�11�l�,� .•---•. .��NG C0�•.� ;�O.O�IPOq ;°9'� . • �c, q�.y,�. : �:•? -o- o � : .x, :�. ' a � 1933 : e; .y . • ,►. ..�d�� ,\1�Q. . • '� � �. �'•...... MERCHANTS 80NUING COMPANY (MUTUAL.) MERCHANTS NATIONA� BONOING, INC. By �� President On this 1st day of ,lanuary . 2012 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC,; and that the seals affixed to the foregoing instrument is the Corporate S�als of the Companies; and that the said inShument was signed and sealed in behalf of the Companies by authority oi their respective Boards of Directors. In tastimany Whereof, i have hereunto set my hand and affixed my Official Seal at the City of Des Moines, lowa, the day and year first above written. �MARANDA (3REENWALT � ��,� _ �� j� Commission Number 770312 � ` MyCommission Expires � o" OcMber28,2014 Notary Public, Polk County, lowa STATE OF IOWA COUNTY OF POLK ss. I, Wiliiam Warner, Jr., Secretaryofthe MERCHANtS BONDING COMPANY (MUTUAL) and MERCHANtS NATIONAL BONDING, WC., do hereby oertify that the above �nd foregoing is a true and correct copy of the POWER-OF-ATTORN�Y executed by said Companies, which is still ln full force and effect and has not been amended or revoked. In Wdness Whereof, I have hereunto set my hand and affixed the seai of the Companies on this 15th dav of Anril . 2013 � POA 0014 (11/11) �„ ��.,,��y o��„'( iC1N�(4�'"a a`'`, ��• ��j.:�t�QR.�''Qp�. .� �'" -d�- `��l'.• "j � ; .�c`. �,;:, zoas :.� ••.�� ...•�:��;�,,s2 •.;�... � ....��` ��.....�� .�O�N� Cp�•. ��0 oAP�A .o,�. . . :��, 9,,.s�: :�:_ -o- o� : 'Z; :3• :6' 1933 : e: .y' . ,,. .�•�d�k � ,`1,��. '••..... �� SeCretary IMPORTANT NUTICE To abtain info�nation or make a ct�mplaint: You may cantact your insurance agent at the telephone number provided by your insurance agent. Yau may cal) Merchants Bonding Company's toll-frse #elephone number for lnform�tion or to make a compla€nt at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, ooverages, rights or complaints at: �1-80Q-252-3439 Yau mey write the Texas pepartmerlt of insurance at: P. O. Box 149144 Austin, TX 787148104 Fax: (512) 475-17T1 W�b: http://��,�tate.bc.us E-mail: ConsumerProtection@tdi.state.bc.us PREMIUM AND CLA1M DISPUTES: Should you have a dispute conceming your premium ar about a daim you should contact the agent first. !f the dispute is not resalved, you may c�ontact the Texas Department of Insurance. ATTACH THIS NOTICE TO Y011R PO�.ICY: Thls notice is for information oniy and does not become a pa�t or cxmdition af the attached document. SUP 0032 TX (7/O7) CITY OF FORT WORTH TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This Contract znade and entered into this the 18th dav of Decembcr A.D, 2012, by and between the CITY OF FORT WORTH, a home-rule municipal corporation situated in Tarrant, Denton, Farker, and Wise Counties, Texas, by and through its duly authorized Assistant City Manager, ("Owner"), and Wiltiam J. Schaltz, Inc. dba Circle C Construction Comnanv, ("Contractor"). Owner and Contractor may be referred to herein individally as a"Party" or collectively as the "Parties." WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contr�etor hereby agees with the said Owner to commence and complete the construction of certain improvements described as follows: Sanitary Sewer Rehabilitation Contract 74 (Basins M-17Q, M-204, & M-272D2) City Project No. 00360 T/.O.E. No. 5358 Sewer No. P254-'�07170036083; Sewer No. P258�7Q7170036083 CWSRF Project No. 72275 2. That the work herein eontemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordanca with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Water Department of the City of Fort Wortk� adopted by the �ity Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this Contraet the same as if written herein. 3. The Contractor hereby agrees and bxnds himself to commence the construotion of said work within ten (10) days after being notified in writing to do so by the Department of Water (Engineering) of the City of Fort Worth.. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully co;nplete and fnish the same ready for the inspection and approval of the Department of E�gineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 220. Cal�ndar days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, thera shall be deducted from any monies due or which may thereaftar become due him, the sum of $420.00 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within th� time herein fixed or to carry on and camplete the s�me according to the true meaning of the intent and terms qf said Plans, Specifications and Contr�ct Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such � manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay Owner on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. � Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, persorlal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees pr invitees, whether or not anv such injurv. dam�e or death is caused. in whole or an part, bv the n�ligence or alleged ne,gli�ence of Owner, its of'f�icers. servants. or emplovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and atl injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performanc� of any of the terms and conditions of this CQntract, whether or ttot attv such iniurv, or dama,�e is caused in whole or in aart bv lhe negligence or a(leFed negli�ehce of Owner, its off%ers. se�nts or emplovees In the event Owner receiv�s a written claim for damages against the Contractor or its subcontractors prior to final p�.yment, final payment shall not be rnade until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractdr's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deemed appropriate, refuse to accept bids on other �ity of Fort Worth public wark from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City of �'ort Worth Contract. 7. The Contractor agees, updn the execution of this Contract, and before beginning work, to make, execute and d�liver to City of Fort Worth the following bands in the name of the City of Fort Worth in a sum equal to the amount of the Contract. 'The form of the bond shall be as herein provided and the surety must first be acceptable to the City of �ort Worth. All bonds furnished hereunder shall meet the requirements of the Chapter 2253 of the Texas Governtnent Cade, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 4S calendar days from the date the work has been completed and accepted by tha Owner. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the Contract, solely for the protection of the claimants supplying labor and material in the prosecution of the work. C If the Contract amount is in excess of $100,000, a Perfortnance Bond sha11 be executed, in the �mount of the Contract conditioned on the faithful performance of the work in accordance with the Plans, Specifications, and Contract Documents. Said bond staall solely be for the protection of the Owner. D. A Two-y�ar Maintenance Bond in the name of the Owner is required for all projects to insure the prompt, full and faithful performance oi the general guarantee contained in the Contract Dvcuments. 8. The Owner agees and binds itself to pay, and the Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total Contract amount (including/excluding) alternates n/a, shall be Ope Million. Two Hundred Seventv Thousand, Seventy-Four pollars anc� No cents , ($1,270,074.00). 9. It is furthaz' agreed that the performance of this Contract, either in whote or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Owner. Any request for any sublease or assignment shall be made in writing and submitted to the Director of the Engineering Department. 10. The Contraetor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of F'ort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this Cantract is made and entered into by the Parties hereto with refer�nces to the existing Charter and Ordinances of the �ity of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in S counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the f% ;� day of �� _ 1 A.D., .� ��. ; RECO MENDED: CITY OF FORT WORTH � J � DIRECTOR, DEPARTMENT OF FERNANDO �OSTA, ASST. CITY MANAGER WATER William J. Schultz, Inc. dba Circle C Construction Companv CONTRACTOR �� J � / � !� ' BY: � �'��s ' Teresa S. Skelly � - Vice-President � • TITLE P. O. Boz 40328, Fort Worth, TX 7G140 ADDRESS ATTEST: APP - VED A TO FORM AND LEGALITY: , AS . Y ATTORNEY i1��-C C _ 2(03 'Z I Z. . ! �. f Z O�i��1� ��i�QRD ��1� ��6��' �� g �� • APPENDICES � � � i^ � EASEMENTS INDEX Sanitary Sewer Rehabilitation Contract 74 The TROE's will be available for viewing at consultant's office and on Buzzsaw in the project folder under Easements and Acquisitions during advertisement and provided to the contractor at the pre-construction meeting. Immediately following this sheet are easements acquired for this project and a TROE table summary for bidding purposes. L • . �`� ElectronicallV Recorded Tarrant county Texas Official Public Records 7/9/2012 3:17 PM �� PG5 7 $40.00 l�� lil.�*,at �a�y � �.v Sanitary Sewer R�tfo�i�rAet.da)(XIV (74) submitter: Acs Parcel # 1 Doe # 5358 51(?0 Randol Nliil Rd I31ock �� f3 C U S: E�; Less 831U4 3205 320'7 n420t -1Z04 �Z13 �13U3 I?1205 1213 &.94S33S%C.a Lake�vood Villa�e Condc» C!7'Y OF FORT W�RiH TEMPORARY Ct�NSTRUCTtON EASEMENT DATE: GRANTOR: Charitable Properties inc �.��l, �� D212163482 GRANTOR'S MAILING ADDRESS (including County}; 900 Wiggins Pkwy Mesquite 7X 7515Q-7465 GRANTEE: CI'fY OF FORT WORTH GRANTEE'S MAILING ADDRESS (incfucling County): 1000 THROCKMORTt7N ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION, Ten Doliars ($10.00) and other good and valuabie consideration, the receipt and sufficiency of which is hereby acknowledged, IsltO1��K'1'Y :� porii<>n of' a strip oF land, bein�J ,� poi�tion of s tract c�f lanci 5ituated in tl�e Jacob Brucicztian Survet�, .�lbstract. 'vo. 10? ai�d t}Ye L;lizabet}i Jisne:s Survey, r\I�str�ict �?a. 841, previc�u5ly� conveyect tc� C`hri�ti�u� ('are Ccnters, [nc, b,y d�c:d recc�rd�<f in ti'olumc 70U2, Pa�c 596, C1eed Record� c�E"1�arr��rtt C'otillty. Tcxas anc} beir�t; rewrcled as insk��umetii No, D?c); ��7�'7�, Deeci .(tecc�rcis uf Tarrant C'ounty, Texas, s��id :;tri� e�f i�u�d bein� n�orc particularly dcs�ribed hv metes �nd boul7ds �js sliown in Exhi�it `',l" �� "B". � Grantor, for the consideration paid to Grantor, hereby grant, bargain and canvey unto Grantee, its successors and assigr:s, tne use and passage in, aver, and across, below and �long the easement situated in Tarrant Counry, Texas, ir. accordance with the legal description hereto attached as Exhibit "A", and ingress and egress ov�r Grantor's prap�rty to the easement as shown on Exhibit "B". ��CIp0:3Y�• CJRS'i'�.C!:v11 }:SiCfui::!! 01 'U'xr2(i�� r it . � . l.�. It is furthar agreed and understood that Grantee will be permitted the use of said easement for the purpase of Construction of Sanitan� 5ewer Keh�b. Upon completion of improvements and iks accept�nce by Grantee, �II rights granted within the described Ternporary Construction Easement shall cease. TO HAVE ANC? TO HO�D the abave described easement, together �vith, afl and singular, the rights and appurtenances thereta in anyway belonging unta Grantee, and Grantee's successars and assigns until the cnmpletian af construction and,acceptance by Grantee. Grantar hereby bind themseives, their heirs, successors, and assigns, to warrant and defend, ail and singular, said easement unto Grantee, its successors and assigns, against every person �vhomsoever fawfully claiming or to ciaim the same, or any part thereof. t:z�d�r Subc(�apter � of tlie'I'exas Property Ccrde, c1S t1ITiCI1CICd, tl�e Gr�urt��r �r tt�e Gr�ncor's heirs, successars, or a�si�;ns cnay be entiticd bcforc thc 10'�' anniver�ary af the dat� ��Pthi� aCqui:;ition tc.i ' c-cpurcliase thc pr��perty c►r reque:st cert�in inti�rrnati��n �hi>ut the use and �iny actu<il pro�ness rnade la�vard lhe usc ti�r ��vhich the pra�eriy was acyuirecl under this ri�;l�t-t�f=way easemeiit in5trtimc;nt, ancl th� reptn•chase price witl be the price the City paid (:Yrantor in this acquisition. (SZ(GN�'!'Ultk:� Af'1'��Ft U�' "t'ElL �'t)LLUWINC: P:tCE) Trrqn,ncy i:[+n5iru:;•r�n [.a�sttP.cut :1 i -<i9'?;: �i7 � .� . -,,• :. GF�ANTOR: Gharitabie Pra�ArtiPs, Ir�c., a 7exas C<�r�or�tian % ...} ( R ary ng a� Vice President T!tle CRART�E: rity of Fort �t�darth � � �� er•nar�d� Costa Flssistant Gty Manager I��F'ROV�D �i5 T'O �C?R�vt AND LFGAL.�TY ir �'; fl l ' � 7� � F ��1 t �—;s � ! J + i� � � �'� i,��, �,f ',�'i i t 4��r.��;<i�r�, ��^ As�s3s��n City �ttorn�j+ AGKNOVY�.�pGEIVE�N1' STATE OF TEXA5 COUNTY OF DA.LL.AS ,a � �� 3�f�OR� N;�, fhA undersic�red .�ut4iority, a Nota�y P�aalic in and �ar !he St�te c�f Texas, on this aay personally appearecf,__,_. Gary Bin�ham _ __ �, kr�o�m t� me to be Cha �arri@ ��rsan wh��e n�rr�e is sut�scri�d to the tare�oing ;nskrum�nt, and ackno;r�'seci��d to me th�t the same: �n'�� ti��3 aCt of Charitab�e Propertiea, Inc., a Texas Corpo�ation�n� th�t he(St��3 BXEGUt�C! the same �s tha aGt of saicf coCporation . For Ehe purpvses a�ci :;�ai ,ideration iherein expre�sed �r,d iri the cap�city thc�rein state�. -`�:1 �ib'�'V UNfJER �1iY HANU �ND SE�L �J� �7�FIG� lhis �� day of u 2G r 2, `!f�(iJ! ��1;��{ t�rt�rY r.�ti3ia :i;bt� �i 'rarxq `�Y �,'�n4nF5+ii2n:�u,n,)ris �Uti� � �r �� __ :��..,,.:y c:,�,�u��:�� .:,>:,,:,, Fy�;e,,;.�q-, �� ^ �. � !"�.+....�.�r.� i,.: �.t�..�._,,�,:,a ---- .,�-'.---------------- ?�lat�ry pabiic in �:�nr�i ;or ih� Stafca of f�x,a� ACKNOW�.EDGEM�NT STATE OF TEXAS COUNTY 0� i'ARRANT 0 � BEFORE ME, the undersigned authority, a Notary Pubfic in and fo� the State of Texas, on this day personaily appeared Femanda Costa, Assistant City Manager c�f the City of �ort Worth, known to me tn be the same person whose nam� is subscribed to the foregoing instrument, aizd acknowiedged to me that the same was the act af the City af �nrt Worth and that heishe executed the same as the aci of the City of Fort Worth for the purposes and consideration therein exprsssed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF O�F(CE this �.� day af l,� - `\ : � ,.i ��..�,��r�,_: , 2012. 4/ �tfter re�:ordin� retarn to: ' C: tc.�yde J��rci��n r.�cy ��r ro�c ��>rtt, `I�r�Zsport2tic�tt & Puhlic \l�'arks ' Rihtit �aF��%ay ��i. Na�cinents 4il)� ��Ioiu•u� St suite �t4:� Fort L�'ortk�. I':� "51 U'? �, � / �� r �� ` r h � �` / % �y„{.�14.'-.+ c'i✓`�'.s-,�.,,C-.�-�' ��„1=��'' . . �� r' -..-_..•.. ��'�ary Public in and for fhe State of 7exas r �'��.�� : '�= � �-�dCl;{irS;lAhaE'�� a�; �'� CC'.fUiAi,�i ;iC.�1 c�'.YNI,i: j ` f � z.__:�, ��y ao. �os�� ,�J �;., ;;,�;,M;,-,:�;;.;�,�� "i rrny�r.rtah Com V i,: tiu;i fairrna,t �ti,;ip'��t_i^ EXHIBIT A TEMPORARY CONSTRUCTlON EA5EMENT A strip of land, being a portion of a tract of iand situated in the Jacob 8roekman 5urvey, Abst�act No. 102 and the Elizabeth Jones Survey; Ak�straci No. 8a1, and being described as the Tarranf Property, in a deed to Chari2able Properties, fnc., recorded as Instn�ment Na. D203337478, Deed Records o1 Tarrant County, Texas, said strip of land being more particular{y described by metes and bounds as follow$: ' CQMMENCING at a 1/2 inch iron rad found at the most westerly northwest wmer of saicf Tarrant Praperty tract and the southwest come� of a tract af 12nd described as the Kilpatrick iract in said deed to Charitable Properties, Inc. (Instrument No. DZQ3337478), said point atso being on tfie east line of Block , 18, White Lake Hilts, Unit No. 7, shown by piat recorded in Volume 388-43, PaSe 91, F'lat Records of Tarrant County, Texas; 7hence South 40°35'�2" East, with the� common line of said Tarrant Properry ; tract and said Block 18, a distance of 202.14 feet to a point on the south line of an existing 15 feet wide sa�itary sewer easement to the City Uf Fort Worth, recorded in Votume 4044, Page a, of said Deed Records for the P41tVT QF BEGINNING of the strip of tand herein described; Thence with the south line nf said eassment the fol�owing courses and distances: North 88°29'07" East, a diskance of 29P.99 feet to a point for corner; North 3$°33'07" East, a distance of 472.11 feet to a point on the soufh line oi a propased 15 feet wide sanitary sewer easement; 7hence with the sauth and �est lines of said proposed easement th� follawing courses and distances: Sotrth 89"41'S5" East, a distance of 182.19 feet to a paint for corn�r, Narth, a distance of 229.89 feet to a point for corner, North 62'38'31" East, a distance of 285.98 feet fo a poirtt on tha east line of said Tarrant PrQperty tract, also being the west line of Lot 1 B1, Biock 35, Woodhaven Country Club Estates, Phase Xil, shown by plat recorded in Cabinet A, Slide 2052 nf said Pfat Records, Fram which a 1/2 inch iron rod found at ihe southeast corner of �ot 1-R, 81ock 1, Village Retiremsnt Subdivision, shown by plat recorrfed in Cabinet B, Slide 357 of said f�lat F2ecards, bears North 00`4Q'02" West, 16.09 fe�t: Thence South OQ°49'02" E�st, .vith said line, a distance of 22.36 feet to a point for corner; T'nence S�uth 82"38'31" +N�st, a distance nf 26�.30 feet to � point For ctim�;r, Therce 5outh, a distance of 237.63 feet to a point for carner; T'hence �Iorth $�"41'S5" �Nest, a distance of 17Z.60 feet to a point for cqmer; Thence South 3A°33'07" West, a distance of 471.93 (eet to a point for c;omef; 1"hance 5outh 89`2$'07" V`lest, a distan�,e ot �06.4g feet ta a point on the ccrosnon line qf said I'arrant Praporty tract and Block 1$ of said White Lake tiiils; � Thence North 04°35'02" Wsst, wiEh said line, a distance of 20.00 teet to the POINT OF BEGINNING and containing 0.686 acre of land, more ar less. SurveyQd on fhe grr�und October 25, 20f 0 �--.�___. 1�.. \� - � ;-- - T eron W. Sims `' Registered profession�nd Surveyor No. 5887 Teague Nall and Perkins, Inc. July 7, 2011 ir.tegral pa�ts of this survey: a. L�gal Uescription b, 8ketch .� WNI �AKE HILLS i �o � � � UNIT NO 7 �` � r°�i / I �� ( ( x � VOL 388-43 PG. 91 � ' '� O c.r ry 3C .., M 6 P. R. 7. C.�. " a � i�� o�� , ► N � f � � � � � _ _.. sa _ _ _ _ .�._--i A _ �.. ,�. soo:z�'az'� zo2 �� '�. s�. ' `�� N . � � � ' � � o � xti n 1 \ � i�� d �°� �� ( � r 70 � z � � � � � � c�" �'�a �� `z� �� m a �� g� I cn� � �n <� �xf � �� NA� ' �n� � I �� Q07m v�� ( ` � 5' a r� X1 ' -U � ;U � '0 � �.Z3 � !'1 'v $ •� i ; -�1 �Qi C? �� iN� �d� a �W� � (7'tlQ %'�,G7� I � �. � �`� a W �7 � W �1 'i 47 r' t �`D! �� x..�� I �� v E �N� i c�,,p ( N� f �� `� I �' rnz ;�� y �� I 1 i II �, l �-�- ! ! ,� ��`�►�� '``� ` � ._ _ _ i � --- ± a'`\ � � � ' C i � �,.��,} �,� , ••� " ?r'� .e � n ---� � a � � ! w s��,�;�,, �'' � F :\. ;�' � y ' f � �� ''� � � � � � �. � Q �?��.,.�� C�M �' ��4a n>m � a �� r�*trl i ��', �, �� ., h�"' O�n o y p7 ''�' i 'o ccn-y ��a�� y� � f'y'� ~0 3 � � '��S '�"�a � p � t'9� °�`'� �''�+ o �, .,!� `° ��F�6�� t7d� �'�+�t �'�\`� � ,�� 7 fJ � 'A D D � � • s ��t' �\. �• jp . C admQy�W i t� C7 �� ;; � 4 i C7 �i �"{ L� 11 b �`t`\� `� o�a f� O �NZD'�� 2� \��'� � � � n ��N�W � O �D �.`\, � J ', O �� v� ao � �`` .. � `_'oz n� � ��m � � ��\� �\ N �m� �� '� ?� 'o 'z+ O p � •�� (n � � J� � � C� N D � f,n Ui ��' �t�7e� ` ``_ ---. N � ...__. _. ^ . __ � . � �- � 'f1 � �.{ c�.+ � —� N U� �;'�.. . __... C� —' 1 1 W�� O � `�;� O � � � v � Q� r � i: -r� `� _ � v � � � C� N �� •��tp ��j �f�j"j� , � � ' '��. #�i � Q j��{ {✓ � Z -� "U p �`;�4'+.r �.1i Y.Le`�$'�?;T�9 ri!*.,�.�:�c� ,r'r.�► `; � � --� . � � � tV `� � � ('� di�.i\\i� �:r'wr�l��i.''.�..`��,i *.iJ Sr i� aY .'. � � � � �t � oq- o� V� � A D� SOUTH 237.63' �'�� '� ' �n o �n cn � �.« '�'' Q � ; n � � ?' � � °. h-3 L� w � � v r � � � � { % ��.��o��ar � � sr,��\,• �u; ( � � � � � ,;, ;. � � i M1 � Z � �� t.,�.' Y � � � Q � j �• �-t ``� �!; .,� i�'�•. r � ,y � O � y .`�" �` �.,� i � � O � tb y,,�.� �" � �..�� . � � � C? M1t [ L 1 ,} ' Tt:� � � O � �1 � ,'`� "' -r-------. ��,�: �1� I � � �� '� 1 4 ��•. : � .� ,r, ;.r 4`� ! � `,f � �1 '.� ',;' >� � I \�, \ ' a . �;\� i �� _ �- '-�.;. _. ._ � �. _ �, x ;�� ';,., �°n �",� :�, +votioHav� couHt�tY �, �, � v �v, �� <YUS ESIATE5, PN. XII � m�� o� H "�`' CAB. q, 51.0. 2G51. P.R,T.C.T. � � i �E�1GtJ� lYAt1.#/VD P'l�RK1NS ! A� �Civi{ En ineerin � 5urve m! Landsca eArchitecture � Plannin ! �,�; �� 9� � Y 9 i P 9 �+` /NC. f�OU M6C0l1 S1fB9C FOIt WOKh TX 7BNJ2 � Electronically Recorded Tarrant County T��A tf,��'�',�,-Q �� Official Public Records 7/9l2012 3:19 PM D212163520 5anitary 5ew�F 6+!�fitesrti��XrXriV (74) PGS 6 $36.00 PafCe) # 2 Mary Louise Garcia Submitter: ACS Doe # 5358 5100 R�ndol Mil1 Rd Lot-Common Area Section 23.18 Nomina! Value �akewaod Vi[tage Cnndvs STAT� QF iEXAS § § KNQW Al.L MEN BY THESE PRLS�N7S COUNTY OF TARRANT § CITY QF FORT WOR7M PERMANENT SEW�R FACIL�iY �ASEMENT OATE; GRANTC�R: l.akewaod Retirement Community Homeawners Association, lnc., Charitable Properties, Inc,, a 7exas not-for-profit cnrporatian, as their interest may appear �RANTOR'S MAILING ADDRESS (inciuding County): 90Q Wiggins Akwy Mesquite, TX 7515�-7465 GRANTEE: CITY OF �t7R7 W�RTN GRANTEE'S l�SAILlNG AD�RESS (including County): 1000 THROCFtMORTON ST. �(�RT WORTN, TAitRAN7 COUNTY, TX 76102 CC1N5!(JERATION: Ten Doilars ($10.00) and other good and valuabie rc�nsideration, the rQceipt and s�.tfficien�y �f which is hereby acknawleclged. PRUp�R?Y: ,� strip QF larld, being a�ortion of Lot 1-R, 61ock 1, ViHage Re�irement �ub�ivision, an addition ta the City of Fort Vdarth, Tarrant Cdunty, �rexas, as shown ►�y plat rqcarded in Cabinet g, S(ide 3�7, pl�t Records of T�rrant Cpunty, 1'exas, also knawn as Lake.��ood Vil(age Candominiums according to the declaratian and Masfe� Deed recorded in Volume 24, Page 90, Con�iarninium Recards of 7'arrant County, "T'ex�s, said strip of (�nd being more particulariy described as shown in Exhibit "A" &"B". �'zRIA.4NFNT 5E'r^lE;f� 1'�CI�ffY EA5�41�Ni `3n4. ': a ? i12f; l i) .� �. ,�,,c' ,,� `�,f, _� '�' V`�';',,�;;w.;� �i � tt,. Grantor, for the consideration paid to Granior and other good and valuabla consideration, hereby grants, s�lls, and conveys to Grantee, its successars and assigns, an exclusive, perpetuai easement for the canstnaction} operatior�, maintenance, replacement, upgrade, and repair of a permanent 5ewer L.ine FaGility, hereafter referred to as "Facility°. The Facility includes all incidentai underground and abovegraund attachments, equipment and appurtenances, inciuding, but nat limit�d to manholes, manhole vents, lateral line connectiqns, pipeline�, junctinrt boxes in, upon, under and across a po�tion �f the Property and more fully described in Exhibit "A" attacheci herett� and incarporated herein far alf pertinent purposss, fogether with the right and privitege at any and aU times to entar Property, or any part thereof, for the �urpose of constructing, operating, maintaining, repiacir�g, upgrading, and repairing said Facii{ty. In no event shall �rantor (Ij uss the Property in �ny manner which interferes in any m�ter€al way or is incansistent with the rights granted her�under, or (Ii) erect or permit to be erected w�thin the e�sement property � permanent stn,icture ar buiiding, including, but not limited ta, mnnument sign, pole sign, bilibr�ard, brick or masonry fences or walis or other structures that require a buifd'►ng permit. Ftowever, Grantor shall be permitted tn inskali and maintain a concrete, a�phalt or gravei driveway, road or parking fot across the Easement Property, Grantee shall be obiigated to restore the surface of the Property et Grantee's sdle cost anci expense, including the restoration of any sidewaiks, driveways, or simi(ar surfaG� improvEments Iocated upan or adjacent to the Easement Tract which may have been removed, relacatQd, altsred, damaged, or destrnyed as a resu4t of the Grantee's use ot the easement gr�nted hereunder. Prpvided, however, that Grantee shali not be obligated to restore or rep(ace irrigation systems or nther improverrcents installed in violation of the provisions and intended use of this Easement. TO HAVE AND TQ HQl.O the above-described easement, tagsther with aif and singular the rights and appurtenar�ces there#o in anyway belonging unto Grante�, and Grantee's successors and assigns forever; and Grantor daes hereby bind itse(f and its successor and assigns to warrant and farevcr defend a!I and singular the easement �n#a Grantee, its successor and ��5�gns, agai�st every person whomsoever lawfully claiming or to claim ths same, or any p�rt thereof, When the context requires, singular nouns and pronouns include the plural. !Jnder SubGh�pter E of the Texas Property Code, as amendetl, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'" anniversary of the c��te of this acquisition tti repurchase the property ar request ce�tain informa#ion abaut th� use �nd �ny �ctuai progress made toward the use for which the property was acquired under this ngt�t-of-way easem�nt instrumant, and the repurchase p�ice will be the price the City pait! Grantor in this acquisition. GSIGNA7URES APPEAR ON THE FOILOWiNG PAGE� FFi?(W�N�NI5EM/FR Fr!C(l!! ( EhSE�,4ENT %tcw. G5I1'J./20�a C w"�in,h1 / M � �� 'l(�'~ ''q',� �';i� ,1{ 4 �eAIV. ',•.�� r 'A'�l�t+;: • :t s ''�!'•, .,3^y:�f,'i? ! �-� 4.. , GRANTCJR: L�ke�Noact Rat(rement Comrnunity Nc►neowners Associatiot�, Inc., a �C'�xas C�rnnratio 2� Charitable Pr�p�rties Ma, a Tex�� r� ion i �� E� � �hii �imore ` ' Presicient Lakewoad f�etirernert Corn uni`.ytTitle C3ary in am �- � -- _. Vice president Gh�r�tai�lo Wropert�es (nc;lTitle GRANT��; C(ty of Fart Werth �, amando � Assis#�nt C �/ PAan�ger � �� Ah'Pf�OVED A5 i"U FOR�rt AND L�C3Al.l7Y /,r n .t �'/�J , , " (I r3' � ��i � �j;i,,l �; � (�.C:,_ Ass:stant City Attornei/� �`�`�' ACKtVQV1/IEDG�MEN7' S"T'/�TE C�F TEXAS ' co�ri7�Y o� qA�.LAS § t3��dRE w+�, tha tmctersighed a��th�rity, a Notary Public in and for Ehe St�te QP Texas, on ;his u�y per�nr7,�kfy appc�ar�d, Phil Eimore _ kno�NEi ;o rti� to bs ;hc� s�trr�g p�rson avhase name fs subscriE��d tp the Foregoing instrumenE, and ackno:vfedged to mp fhat ?h6 3dtri� �N88 tf18 ��i o(_Charitabte Praperties, inc., a Texas corporatior�jr� �h�2 hA�S11@ @XQCUtP,d t! �e; sam� es the act of said ,_____��pration ~ for thp purposes anc.f cons;d�rat(on therein expressed and in lhe capaciky therein stated. �(VEN U�tbER i+A'Y HAND A,Vb SEAL 0� 4FFICE t�'►s �.__..,.�� --.. ... day ef {`� , ..___ _.1�.�� __ __._ , 1 �.i 12 . .... .,,,.,__„�;�.� . _ "�r+ S�N�ltA 3�1Kd4 _ ,• ttoterY pv�i(s. Star�;ht T�xaa � !,1F* FF;amrniY�ti#►ri B,� �a �� ;:y :uA� y4. �Q#� _ _ .�"�IM►' 1'�__"^'" `.i�✓"' � �JC.�-R,,,�N �Eatar� Pt�biic (n�and fr,� fh� State cif 7�;<.as r��r?r,�,�r�:..R ;>�:w� h�ac:;i rrr �,�., � F.�wr� r �� r��z�r.�ie S�1'A'i'� b� T�XA3 C:UUhi�l'Y (�F DAIt.AS � ��crc Uav�,�uc�� f��'ORE M�, the� undersignee! a��thariry, a N�tary public in �nd for tha Stat+a of Tax��, �n thls d�ay p�esor�i{y n�ip�arr�d Gary Binghant , I�np��rn to n�� tn �o tho s�rr�� rynn wtio�e n�m� is subscrihed ta tite f�tegoirtg Instrum�nt, ant� �ckr�owtedgad to rriA t1'►at the. QAm� wa� the ar,t. pf Charilabl� pro�sertJ�s, lnc.. a i'�xaa co;poration�� th�t ttel3tiq exPr,uted the s��ne as thQ ac�t of a:�fd .�� n,�t4�� tr�r thc� purpasas r�nd ct�nsid�rsatlon therein �:xnre�sed and in tttc� �apacity thefei�7 stat�d. GI�/�A! lJiV iJ�F� b1Y hlAN[7 �1ND a�AF. �F C?��ICE thig �� , d�y of �-._-- ,,.,_,, 2012. __. SklEUt �1�1c�R ?+i�sre�r t�;,btta, st,�t�r o� r,�xi►8 , f��.�.,`.31ii��kOA:�k�t�t'tl�. 1�rt* 1!i� 1011 .`i"I"A1�E UF T�XA� COtJNTY C)f� �ARRAN�' § � � � ,� t�.��..�. Notary �'ul�lic in �nri for ti�� St�at� of 1'sxas /�CKPIC)Wk,�C�G�r��NT ��,�,{,4G f3��C7R� M� #he undarsignc�d autharity, a rdotary t�ublic in �nd f�r the 5ta3e ai ��,�� , Tax�s, c�t� tt� ��y p�rson�l y appP�r �'�rnando C,o�ta, Assiat�nt Clty PAanag�zr af tt�� City af �orE iNc�r#h, kn�wn to m� ta �c� ttt� same �rsor� �Nh«se nam� is �ubaGrihar! ta tha f�re�}nir�q ��'�"' iiisfr�,rnerit, and rar,krtav+rl�dged to ma ;hat fhs same �.v�s the ack oi the ��ty nf �Urt Worth and. Ih�t i7e/she �xecut�t! fha 9am� as Ihe au�t of the Lity of �att +Nart� fer the �uR>�ses �nd <<onaide,r.ztfn�t th�:1-eirt c3xprq&5�ti 7rtd it! thg r,�p�City ttre�ein gfatntt. Giti1�;�1 UNbEf� MY N�h!!� AND SEAL OE� C7FFICE this ._. .�,�� cf�y cyf (,�� - ��--�-- z�� z. G' " i'FciitAt?hE:7�1 t i;t:+,�;Cit t°^r,:t.r�Y c'A3EFAktt1' (i.n, :!!�t E 7/2tl 1 d CI{yyde Jordan, l.and,A �ent t�iij� t7t��'Qrt �,Y�rfh Tr�ns�ott;�tiwt and Pt�blic W�rks f�p�ttmqm ft i�tft aP �Va}• anci �asa,ncne 9�0 '�tanra� 5t �uitt a�4 �ort ;V��rth. �rexas �r,,1C2. � � � -- � � , �.� �.� _��,� � c�tary pul�lic in �nr� or fh�r Stafa of 't'�axr�;� '� ._�_ �""'+5....i"",_"',._r.,......- �<`,KY'�~��'tit1 (=YYS��S� �1�iR' E�3 j ��.� �'l ',tY (;!;tVvHS?(OPl''r.}:��tS i � ,•� ,1,�.' ,:� �y 10; �1? 3 � _ ��.; __...._; EXNIBlT A SANf7ARY SEWEF� EASEMENT A strip of land, being a portidn pi Lot 1-R, Block 1, Vi!(age Retirement Subdivision, an addition to the City of �o�t Wprth, iarrant Cour�ty, Texas as shown by plat recorded in Cabinet B, Slide 357, �lat Ftecords of Tarra��t County, Texas, atso knrnvn as l.akewooc! Viifage Candaminiums according tn the Declaration and Master Deec! recorded in Vo(ume 24, Page 94, Condnminium Records of Tarrant County 7exas, said strip of land being more particularty dnscribed by metes and bounds as Eollaws: COMMENCINI� at a 1/2 inch iron rod faund at the sautheast corner of said Lot 1-F2, said point being nn the west line ot l.ot 181, 81ock 35, Woodhaven Country Ctuh Estates, Phase XlI, �n additfon to the City of �art V�l�rth, Tarrant Cnunty, Texas as shown by pfat recorded in Cabinet A, Slide 2Q52, Piat Recards of Tarrant County, Tsxas, from which a 112 inch iron rod found at the so�rthwest camer of s�id �ot 1-R bears 5ouih 89°24'58" West, 471.65 feet; Thence Nortft 00`46'38" lh/est, along the e�st line of said Lot 1-R and the west line of said Lot 181, 9.94 feet to the POIN7 OF BEGINNINC3 of the herein tract being described; , Thence Soutt� 89°24'S8" West, leav�ng said east line. a distance of 18.78 feet; Thence North 03"05'41" East, a distance of 79.93 feei to the south�rly line of a 15 feet wide sanitary sewer easement conveyed to the City qf Fort VVorth by instrument recorded in Volume 4044, Page 4, Deed Records of 7arrant County, Texas; Thence North 72°32'07" East, with said line, a distance af 11,26 feet to the cammnn �ine of said Lat 1-f� and said Lot 181; Thence 5auth 00°46'38" �ast, with said line, a distance of g3.04 feet to the PO{NT OF BEGlNNiNG and containing d.025 qf �n acre of land, more or less. Surveyed on th� grvund Octaber 25. 2090 , `� ' �yf 4-�``; �-.� _3-�--� `�- Th ron W�Sims Registered Professional l.�riti Surveyor Np. 5887 T�ague Nai! and Psrkins. Inc. Oate: Jt,fy 7, 2041 Revised: July 7, 2011 Integral parts of th3s survey; a. Legal �escription b. Sketch � i f � U Z �o t/1 � cil � w�� O �j �pir CZ; `.� i c' �� cr z i U r�oTes: �, �XHIBIT "H" � ` i� � ` � I�i�.�_ rC' /Fica £�:uY � ' 182 �, �, :;�v� ,o , y � - �+�_ ,��, FC is�, � j � ! \: C1'!E �iAR G'Fi.`; !';� � ;; R.7C. L 1 35 I � � I .r�. G�;, �c ,sa � P � , � ,'� \ YYX. � p4, G. 5I;' � ( f i � `� � LOT� f�-R, BI.00K t � f � �)' � VIILAGE( R�T(REMEf�t SUBDlVI510tV � � CAB. 9. -�f.D. 357, P.R.T.C.T. � � �'\ ; At��Q KNdYVN AS , .- � ' LAKE'N000 ,VI'LIAGE CONDOMINIU1� S ' � / �� p �1 ��1 DECIAtjA'T� • N ANO MASTER dEED � �`�;�` � f � `ro�� z4��c. �o, c.�.r.c.r. i; � �s �.: � I ty�4 1 ` � M1 n� ' ! ' ' I �,` �.: '� { � 1 { � � f ,. I i I � r .� � 55 ti � � �, .� �` .: � � ; ; �� ; - �s' .cav s�e �r. ) �' � c: o. t.i � � �4' ACCf. Sti [:s�l!. -%'` � �';� /D p1Y Gl� iAPT i1(Xi1H '� ��•� ' � n� x '' J!1� 14, +"� 90, Gn? ; L'.7: � �+� 3. bCJC. I4�J, PC 665-� �� •., �'. �� :': � rs � t K�.. 9�.d, r'C. r.'i1� U.;� t.G 1, I!„� I J.. O.ft /.C.i --'' � ;1�_ �_ � � t t �� _ ._� s � I � 4.LU j � `^l� �.. _.., _ "�_ .i � 1 y � `� C { � ��., v..__ .�'�~ l�� J � " "° [' � � ' I I� 03' .p,UK� .�' ..Ff9/t. y �" ""� I.- � i �•a s� � ,�ro c��r �� ri;�{w� _,,.� -, �_ _.j � t E ,r��; �. r"�� 4 " "` '�J { ttC. � ` �.. Pa�rr oF t �,.�'jc :ir,�rr E.�rr. , --�- � �-{--:__:-.'� V -+ _ _r�,: ,� lso.. cy s. � .:' . ; � EGINN�Nc3 �` �� - _ �j'' L1 �i"�l 5892�'S8'W 471.65' ��' �� `� un�- �oR a�-cnav�t co�vr�ot Porr�t of ca��ENciNa � j O.Q25 ACRE � SANITARY � � 1 SEWER EASEMENi' t. BearMqr ar� bansd on the Texae i' ( Stats W.ane Coadincte Syetem, + North Centtd Zone (NADBJ), I 2 fntsqroi parte ot thl� sutw►y, i j a. Legd Oesc►tptlon 1 b. Sketch ( � (r.uav�n+r vr�wtxrt�J � CNARITABLE PROPERTl�S, {NC. ; � iNST. NC7. Dz03337478 � ; o.R.r.c.r. t- , � �' ,i:�f;i.�(.Y %i17'lf'?larlt�i'< .`:t.;J3N'S: < � .1�.'s�`� �?,1t;'1' `�;C�, f (; � /� / / i '� f �~,''�*�s' .�H s��x �:s�r, : �' ; ro ��r c� ��r �vn+ ' :� w�+; vr � ; j o.R r.c. r aurveyEd on the gr��und C�tob�r 25, 20IU � / o �o �oo zca ; ' i �-""'--� i / sc��_�: t �� . � .r,�• � 11 �ti �__�- � , � QF� ._if t _`._-�— ! r �qr� f r E"l�f ",�-.___.-__..�..,) ,��;__�`_r�7 ' • y� r't ,y, Rf°tit�� I ;r.aras 'N. 5;m�� R.P,L�!'..- a� � ; .........»........»....�.. �C7�Cy Reglgtralion N0, 5$8l � ��. �W K aiA .iuMy 7, 2Q11 � ••�� •••5g�1 h•?,•• � o � ♦ :ore: ' ._..` i l�y..yt,s » °i+qQ- i ;I su�u I 1�0Yf�8C{: JUI j� %, 2�J� j j w V �R� igt ��`�' UN� 35 �N < oa W � Q�� 3 � � LiNE TABLE _(NE BEARING� C}tSTANCE L1 N00'48'38"W . 9.94' L2 S89'24 58"W 16.18 L3 NO3'05'41 "E 79.93� ! �4 N72'�2'07"E ?1.26' I �� sao�as'�e�� 3.a4' , � n.oa� �cxB SANITARY SE�ER EASEMEIVT ; A portion of Lot 1—R, Black a� Viilr,ge Retirement Subdivision ? Fori Worth, Tqrrant County, Texas � �%OB `�0, F'W05313 � ��NALI AiV� PERKINS �� ,��;�� Clvil Engineering � Surveying � l.andscape Architecture ; Pianning �.:�:J i�iC. 1100 Mecon Stt+99� Fcxt Wort�1 TX %g102 � � � Electronically Recorded Tarrant county Tex�.f� #�� " �.� Official Public Records 7/9/2012 3:28 PM D212163534 �' PGS 6 $36.00 5�nitary Sew r �itYCS��L�XX-IV (74) P�rcel # 3 Mary Louise Garcia Submitter: ACS Dea !� 5358 5100 Randol Mill Rd , 81ock A B C D& E Less 93104 3208 3207 D4201 4204 4213 4303 ' E1205 1213 &.945335%Ca L.akewood Vill�ge Candos STATE OF 7EXAS § § KNOW ALL MEN 9Y THESE PRES�NTS COUNTY OF 7ARRAN7 § CITY �� FORT W(�RTH P�RMANENT SEWER FACil.iTY EASEMENt DA7E: GRANTOR: Charita�bie Properties Inc GRANTQR'S MAi�ING A�DRESS (including County): 900 Wiggins pkwy Mesquite, 7X 75151-7465 GRANTE�: CITY OF FORT WORTH GRANTEE'S MAILING ADORESS (including County}: 1a00 THROCKMORTON ST. F4RT WORTH, TARRAN7 COUNTY, TX 76102 CONSIDERATION: 't"en Dvliars (� 10.00} a.nd other good �nd vatuabis consideratifln, the receipt and sufficiency af �,vhich is he�e�y acknowiedged. PRdPERTY A portion of a strip �f !and, being a portian ot a iraci of iand situated in the Jacob 8rockm�n Surv�y, Abstract NQ, 102 and the E6zabeth Jones Sur�rey, Abs#ract No. 541, previously conv�yed to CYtristi�n C�re Centers, Inc. k�y d�ed r�cbrded in Valume 7Q02, Page 596, deed Records of Tarr�nt Caunty, T�xas and befng recorded �s instrum�nt No. D2Q3337478, Deed Recqrds af Tarrant County, Texas� said strip of land being more particu{ariy described by metes and bounds as shown in Exhibit "A" & "B� f'EftR;APdENT SE'.tiNE'it i�AC1LIT'f E.A5EF.1EPjT Rev, ��5��2110tU ? i.:� !. i,'',; f',, i' . � , '.. ��':. �� r_ i�i� , ..i � Grantor, for the consideration paid ta Grantor and other good and valuable consideration, hereby Crants, seifs, and conveys to Grantee, its successors and assigns, an exclusive, perpetu�l easement for the construction, operation, maintenancs, replacement, upgr�de, and repair oP e permanent 5e�ver Line Facility, hereafte� referred to as "Facility", The Faci{ity incfudes all incidenta! underground and aboveground attachments, equiprnent and appurtenances, inciuding, but not limited to manhofes, manhoie vents, lateral I'rne cnnnectians, pipelines, junctian boxes in, upon, under and across a portfon of the Prope�ty a�.d more fu!(y described in Exhibit "A" attached hereto and incorporated herein for a!I pert�r�nt purposes, tr�gether with the right �nd privilege at any and al! times to enter Property, or any part thereof, for fhe purpvse of constructing, operating, maintaining, r�ptacing, upgrading, and repairing said �aciiity. in no ev�nt shall Grantor (!) use the Property in any manner which interferes in any materiai tiv�y or is inconsistent with the rights granted hereund�r, or (li) erect or permit to be erected within ' lhe easement property a perm�nent structure or building, including, but not limited to, monument sign, pvie sign� bifiboard, bricic or masonry fences or wal{s or other structutes that i require a building permit. However, Grantor shal! be permitted to instaf! and maintain a concre#e, asphalt or gravel driveway, road or parking (at a�ross the Easement f'roperty. Grantee shall be obligated to restare the surface of the Property at Grantee's sole cost and expense, including the restaration of any sidewalks, driveways, or similar surfacs improvements located upon or adjacen# tn the Easement Tract which may have been removed, relocated, altered, damaged, or destroy�d as a result af the Grant�e's use of the easement granted hr�teunder. Provided, however, that G�antee, shaH not be ob�igated to restore or replace irrigativn systems or other improvements instalied in viotatian of the provisions and intended use u� this �as�ment. T�? HAVE AND TO HOLD the above-described easement, together with al! and singular the , r��hts and appurtenances Ehereta in anyway befanging unto Grantee, and Grantee's successars and assigns forever; arid �rantor does her�by bind itself and its successor and assigns ta a� 3rrant and forever defend aH and singular the easement unto GranTee, its successor anci ' �ss��ns, against every persnn whomsoever lawfully claiming or ta claim the same, or an khereof, y �a� When the cnntext requires, singular nouns and pronouns include the plural, lsr��i�r Subchapter E of the Texas Property Cade, as amend�d, the Grantt�r or khe C�rantor's heirs, successors, ar assigns may be entitl�d befor� t1�� 1 ��' anniversary of the date af this acc�uisition to repurch�se the property or request cert�in ir�formation a�ai�t the use and any actuaf progress made taward the use far whi�h the property was acquired und�r this right-Qf-way easement instrument, and thp repurchase price wi!! be the price the City p�id Grantor in this acquisitinn. [SiGNATUR�S APPEAR ON THE �'QLI.OWlNG PAGEj PFRIAANENT S"r.�Nt�R FACIL{7Y EASEMF.PtT 17��v �.5!?2�2010 -;,; � -; .�;� ,;' `'� l rc{4+�,� l J ,`.,, �' �'r.��. �. GRAPl1'�R: Cl�aritt�b!e f'rop�rties (ric., a T�x s corpor�tion �ary � mg a � _ Viee President T�t;e � � - -- Gr�AN�'Ec; City of �drt Wo�th 4i�!/+..----rt Fernando Costa Asstsfant City Manac;er r1PE'F�OV�D AS TO FOf?M APlU LEGt1LiTY ;� � A � �,�,t�� i j� ' �� u�'�,v !� sistant City kttornsy� A�KN0IN�EDGEMENT � STATE C.�F TEXAS CC)UNT"Y O� DALlA5 � `� S��rJ�t� YtE, the undersign�d �uthoriYy, � hntary Pubfic in and tor the 5t<ate of Texos, on fhis day �ersa�aify �pp�ared_ �ary Bingham . k:�q5.vn €� ms ;o be the s�rne p�rsan :vh�so n�ma is subscrib�d ta the for�:gr�ing instrument, �rtd �Gkno�rilgdgad ta rne (l�;�f ,he ��f118 �v�S tt19 �Ct of Charitabie Prnpertie�, Inc., a 7exas corporation gnd that 11�ishe t�xeCutad tha s�me �s the ac, cf sal�f r.ar�,�tltln _ ts�r ;�tZ �?Ui"jJ05G5 and considaralian therein exNtessed and in the capacity therein statosi.� � GIVEN UNp�R tv1Y NAP�I� Al�lr SEAI. C7F OFFICE this ��h ciay t�f �.. _____�...�� 'L, 4 , 2012. ��—...� . _ r.._.....�.Y..�,.�,�..........b.,,�-- -.,.��. „ �' _ _"'i� f � �`.�'� ,r<Et{? HI'+Kk9 � �� .�,� ��'7�f t� .; f�. :4 � r1� r2+�tU3 4 � . �,Y � , r , .�.�..: . .,irri E .S7t'r.g 7 ��r�w!�� )tJf�Fi i i� �+J�S i� . ., , ...,.::..:;.".,—`�.:+�:.».;.;.,�:::...;:s:�:,.,,V...-� � i��a.1.-^-t-l. C�.. �.1E�,�.Q.-��._. ��at7ry Pi�blir in and 4or tha Stat� af '1's�xas >Fa,r,�.ar:r_r�r �r•.wra-a��u.rnr�;r.::�:n,er,F ��+, Ck}I/�U!;? x. � ACKNUWLEDGEMENT STA7E tJF TEXAS C4UNTY OF TARRANT § 0 BEFORE ME, the undersigned authority, a Not�s�y Public in an� for the State af ?'axas, on this day persanally appeared Fernendo Costa, Assistant Ci#y Mar�ager ofi the City of Fprt Worth, knawn to me to be the seme person whose nam� is subscribed to khe for�going instrument, �nd acknowledged to me that the same was the act of the City of Fo�t �North and that he/she execut�d the s�me as the act of the City of �'art �North for the pur*��ses and consideration therein expressed and in �he capacity ther�in 5tated. � � GtVEN UNOER MY HAND ANQ SEAL U� C7�F10E this �� day of �'""�, � ' ` ---�.r..,��!-t�',�„ �--�-� , 2017. �� . ; / �i . ' � �n-�-L-`�' otary Public in and f r the �tate of Texas w�"'.�,�,�w�....� r � � v. �, f•,4�'' t.;: E'�C -~.--�' [w...c ,;. r�t'�� t� � t�f.A �,iPtit�� g Lr"�'��. .�:�A.411:a"��'nt; r S ` �,'s�;,t4�i. ,.ht�y iC `''' • r�. � , ��t;a '_._„_"`_`-- 1 �Eoyde Jordur►, Land �1gcm C'sty af Fart `�Varth "!'rarrspor+at��n nnd Puofic �t�+�rk.s Dep�rtment F�isht ot' Way end Eaacm�nu 9f�0 ��o�=ee St 5aiite 4t�4 FUIi ��4rth_ �'�!S83 %{}�,� PERAAAh�F_t��' SEWf:fl f��C,ILI'tY GASEIAEt�T t�..v. r�,k;�r;Gtp �XHIBIT A SANITARY 5EWER EASEMENT A strip of land, being a portiort of a tract of ►and situated in the Jacvb 0rockman Survey, Abstract Np. 102 and the Elizabeth Jones Survey, Abstract No. 841, and being desc�ibed as the Terrant Praperty, in a deed to Cha�tab(e Properties, lnc., recorded as lnstrument No. C7203337478, Deed Records af Tanant Caunry, Texas, said atrip flf land being more particularry described by metes and bounds as follows; BEGINNING at a 1t2 inch iron rod found �t the southeast cornar of Lot 1-�, Block 1, Vill�ge Retirement 5ubdivision, shewn by plat recorded in Cabinet B, Slide 357, Plat Records af 7arrant County, ?exas, said ppint being on the west fin� of Lat 181, Block 35, WoodF�aven Country Ciub Estates, Phase Xli, shown by p!$t recardeci in Cabinet A, S(kfe 2052, of said Piai Records, from which a 1/2 inch iron rod found at the southruest comer of said Lok 1-R bears South i39'24'58" West, 471.85 feet; Thence South 00°49'02" East, with ihe common line of said Charitable Properties tract and said Lot 181, a distance of 16.09 feet to a point for comer; Thence South 62°38'31" Wesi, a distance of 285,95 feet ta a point for carner; Thence Sauth, a dist�nce af 229.69 feet to a point for cpmer; Thence Nnrth 89"41'55" West, a distance of f62.19 feat to a point on ihe easterly line of an existing 15 feet wide sanitary sewer easement conveyed to the City of Fort VVorth by instrument recorded in Vqlume 4044, Page 4, af said need Records; Thence North 38°33'07" East, with s�id line, a distance of 18,10 feet Eo a point far corner; Thence South 89°41'55" East, a distance of 135.29 feek td a point for comer; Thence North, a distance of 223.7q fest to a point f4r corner; 1"hence North 62�38'39" �ast, a distance of 283.12 feet to a point for corner; Thence Na�th 03"05'41" East, a distance of 8. t 0 feet to a painf on the sotith fine af said Lat 1-R; Thence Narth 8S'24'S8" E�st, with said line, a�listance of 16.85 fQet fo the PQlHT C7P BEGiNiVING and containing �.232 acre of land, more or less. Sur�eyecJ �n fhe ground Ocfoher 25, 201p _._.• .� ' �Y{- � � ��.�_,/ � -- �.... _, -+.-.' � _._„ T ,�ron SN. Sims "�"" �i�gis#ared prafessiori�l Land S��rveyor No. �887 7eague N�f! and Perkins, tnc. C7ate� July 7, 2011 Revised: Jufy 7, 2011 Integrai parts of this survey: a. �c:c,�al Description b. Sketch i EXFiIBIT "B" � ` , � ,, ;i ` �}4 � ' �gz j 1 � 1.�-;a ;4� !f...S.i,'o. f:Vi. �\ ` � 4u� �0 � i tt�. ?.%36; �='C. 1�47 � � �rJ � C�i�:� S.AP, i�AS''.'Q. � � I �:.Rf.i.:I. � � I � 1 �;lk K.SI, P6 t5t7 � 1 1 , ' '\ i tr2. 5149, Y;� :47.:i ` , � I % � } '� '; COT �—R, BLGCK 1 � �� i, Y�% ViLLAGE; RQ�T�EMENi 5UBDIVI510 '"G ��' �,� CAB. 8, 5l.U. 357, P. f2. T. C. 7. � j �� ; A $� KNOWN AS ! � � LAK£W()bQ��/1LLAGE CONOOMINIUt�S � � ,.�./� �� '`, � 1 D£CLA�AT Q�i ANO MAS�'EFt (3EED !� i ��,,:sw V0� 2�; �''G. 90, C.R.T.C.T. � � � ,:� � � � ' � f �, ,,, � �_, �,; i I i . �; � ' I � ! ��.: � �� •- `'� ;� i ,� � � ` i � � �� j9 �i 4: c„ . j"' . ; � _� /,� � '� `�_'.� !$ � SMC �'�1fX f 5�/% V► � �� s f 1 ti �` 4� f '"T T'� jt ��'�'S� f �ul. �" � j�� x ro arr cr �avr �vm i,,i � � � �a -4 N x �.Yx .s r.. �,7, w,v, r.c.' � ( J�� t�U. fo�,.t uG ss3� � �� I �, � rz � j i�' S(61, PC. 05�. JN. f;' T � � h QR I� • t�� ! 4J �,. ,1 � !' i �� ' � � � . :n E-: � � y ; { i � �� ' L _. _..�! ,. _-- � - --� ' --- ..� ��-' � � �'�� E, '` i � j' ' � i__ � �,.. - fi� -- � �=: - �` � � t-- ! � . �'� � � i I ,�/ JS' .i1N.� SFIiQP�..11T. _.'_.. ._. �f-ll - � 1 I '� � � '' � .� ID p7Y � f(,�oT �JN ^ � �c��a � � �� ; �.«. �i� �--' �=-- ` ; r � 4� ` �i � 'I � — w�% ±G'JUTit.;rYc�.;ut i .; � 2�,�' � `' �!._.1 ' '��_i.7 :�"�.: �-+SR..�; E�! � � ..J ,�r' �Ai Q I ',' SB9Z4'S8'W 471,65' ROiNT OF � ' I un+F FOR ar�fcncwar ccwr�ac ,�2 � j . �'�• BECiNNiN4 , N�TES: i. Bearin9s ae bosed on th• 7e�cs Stotp Ptone Coordinais Syetem, North Centrol Tone (NAQ83). 2. Integrcl ports of tfi(s survey. a Leg� De�criptlon b. 5ketch ,) �I �2��,�� E � 2�y 9y i � � � 3�p � � Sez� � � 0.�32 ACRE , �AN#iARY ` �i � � SEWER EASEMENT I � � �n f N N (r.�a,�Hr r�a�e�n I CHAf2lTA�L.E PROPERTIE5, ING , INST. NO. b2Q333747g � D.R.7,C.T. � ' j" % 19.1Q' %j,' 1�5.�29' N38'33'07"E�../ � �'8g�41 55"E � � 181 � 3S � .�:�,.�•��t= ;�s::oz��.�,:s,r� :;v.�.1,,_ -iY.Y ,'� ' N89'41'55"W 16219' `�1�`.y;'ii:.,'.,•1" ��f}, LU::' I i %�';� �is� .�,v, �,►�v F.ss�r. / J� IO QTY (i fi�4i ACW17l �at. �o+� t�c � , , �Rr.�t, S��rvey�� nn ths ��tQi,f7lrj U�tOESQf 25, 201(? �,%1 0 �0 100 200 � � ` �■m■�---�_'s�.�..�r ;`,/ SCAG�': 1" =� iq�' _.,.i....�__ _.__ , � �r�•___.. E .c._ %' �_.�r-- �_ .'h�nr�n `M. S!m», f?.P.L� 'r�aa !2e�ls`rotion No. 5887 Juiy 7, 20' i .`..�. aate: r' � � °; ��PO� � n+q�au �..Fsoia o sna� _ � ; ►- � �-5'�r ��a � n' � N � N N a�nq � r�s ��1 � (�SNE 1'A�LE ' I UNE B�ARING TDIST'A�ICE i o.zsz ��cx� ; SANITARY � SE�PER �ASEMENT � Situated in the ` Jacob Brockman Survey AbStCaCt �No. 1OZ Fart tiYorth, Tarront County, Textis i� JOB N0, f 11Y093/3 �► r�1'IEAt`T� N►ALt ,�ND PERKIJVs �._ Cfvil Engineering � Surveyfng ; Landscape Architecture f Planning i�vC. f100 MutCat 3tre9t �'ort Wtxt�, 77! 7B102 ,nr\�•��:F. 1NE.1_05 �:HAI�{�v of,r.a. �.. a,.,. /Arn 2']2tirrs 3 Joe 5558 x --T--�---� i L-90]t I 5son .� ,. ._. .�� -- Rooen Sn3 •��er an --- . . . . L-30�1 "— L 5358.__� '_X_— : �r._ � ..�� rA"anagemeitTr ._ . _-__ � L.3031_...—�, 5358 � __. . � Morton_____ ._— ... _. X___ _'__ __ _:._ .... . ��_3071 � 5358 . �_� X _ -,.'.___ __ _._.__ _. __' . - . __---- —_ -� _ __- __ . _ . . . I - _'__ Sm �h __..__.. —.f— - — __-. _.. L-a �23 53�g _ �_ % ... - - _ . _. _ ;n�ales _ _ . _.� _ " L-.1573 __..., 5358� k. . . • ._._ . -� , Jac�son . .. . .. .. . '�,. _ ._ __ _ 5358 . . . _. 1..4523 .__. .. . .l::,�s __.. .____.. _ . : . . � ��8. ._._ 7�,:�r. , . . ', _ . �. . _,,��„- �..:•" . i. - - ._..__— _.— ____ For,ell_______ 7-----� _ _ _ _- _"_ L2150 �c3 _�— i�.. C ty o( Fort Worlh — _�_ _. t__ 1-2150 � 5358 � x — _ _ ?--_ � Kalie ; .--.. 5358.._,____ � � � . L-2150 -"-.. . � . �-- Casto__ ... � __. _—_, -- .- � _ __.. L-2150 53�A X - — - ... _— ...—._ — G� -�__— __ _. L_Z�Mp - 6358_,' . -� Davis .. 150 . 150 15a 50 X X X L-2150 5Sb° �-2150 5358 x L-2'I50 5358 X L-2150 5359 x �� L-2 � 50 5358 -.. ._ X L-2 � 50 �358 k STREET CORES Sanitary Sewer Rehabilitation Contract 74 u U � Li 1 C?'TY OF FORT [�,IORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICZTY INDEX Project: REHAB CONTRACT 74 DOE �10: 5358 �und Code: Q3 HOLE # 1 Willow Ridge Rd LOCATION: 70'N of Emeralc� Lake Dr E/4 8.$0" HMAC 7.25" Sandy Brown C1ay, tr�/gravel � HOLE # 2 LOC?�TION: 270'N of Emerald Lake Dr C/4 9.50" HM.�C tS . 50" Sandy Brown Clay i-iOLE # 3 LOCATION: Int�rseation of Willow Ridge Rd/Rock River Dr W/4 9 . 0 0 " HNI�C 7.00" Lt. Brown Sandy Clay, va/ gravel �-IOLE # 4 LOCATIOPI: 200'N of Rock River E/4 �. J Q�� t 11'1.a�C a d 7.50" Lt. Brown Clay, w/ �ravel M, HOLE ;� 5 LOCATION: 400'N' of Rock River W/4 8 . 5 0 " HP�C 7. 50" Lt . Brocvn Clay, va/ gravel HOLE # 1 E7.dridge St. LOCATION: 3812 Eldridge St E/4 3 . 2 5 �� xr�C 9.75" Lt. Bro�Nn Sancly Clay, cv/ gravel 3.00" Oranqe Sand HOLE ir 2 LOCATION: 3808 Eldridge 5t C/4 3.50�� xrn�C � 7. 00 ° Lt . Bro�vn Sandy Clay, �y/ gravel ; 1� . 00" Broum Clay i rOLE ;� 3 iLOCATION: 30'S of Bonn�11 A�reS/4 7 . 7 5 " H1�ZAC 4.25" Lt. Broc-an Sancl_y Clay, w/ qravel 4.00" Bro�Nn Clay HOLE � 7 Driskell Blvd LOC�TION: 1725 Driskell Blvd S/4 1 . 7 5 " Hi��C % 8.00" Tan Stabilizer 6.25" Brown Clay �r�/gravel HOLE # 2 LOCATION: 4729 Driskell Blvd C/4 l . 0 0 " HNIAC 8.00" Tan S�abilizer 7.00" Orange Sandy Clay w/gravel HOLE # 3 LOCATION: 100'W of Eldridge N/4 3 . 2 5 " HP+IAC 9.00" Sandy Brocvn Clay, ��/gravel 3.%5" Lt. Brown Sandy Clay w/gravel I�pprova 1 : Routing: Ryan Jeri Date 'Pest�d: 6/28l11 Superintendent Rec�uested by: Susan Schwinger Tested by: Soil Lab File �i STATE REVOLVING FUND DOCUMENTS Sanitary Sewer Rehabilitation Contract 74 1� � �_1 , � Texas Water Development Board instructions on Use of Supplemental Contract Conditions For Projects Funded through the - Clean Water Tier II State Revolving Fund Replaces ED-004 TWDB-0551 Revised 6/19/2012 Page I Table of Contents Applicability................................................................................................................................................. 3 Applicationof Conditions .............................................................................................................................3 Modificationsto Provisions .......................................................................................................................... 3 GoodBusiness Practices ...............................................................................................................................3 OtherRequirements ...................................................................................................................................... 4 Advertisementsfor Bids ...............................................................................................................................4 BidProposal ..................................................................................................................................................5 BiddingProcess ............................................................................................................................................ 5 Instructionsto Bidders .................................................................................................................................. 6 1. CONTINGENT AWARD OF CONTRACT .................................................................................... 6 2. EQUAL EMPLOYMENT OPPORTLJNITY AND AFFIRMATIVE ACTION .............................. 6 3. BID GUARANTEE ..........................................................................................................................6 4. AWARD OF CONTRACT TO NONRESIDENT BIDDER ............................................................6 Construction Contract — Supplemental Conditions ....................................................:..................................7 l; SUPERSESS[ON ..................................................................................................................................7 2. PRIVITY OF CONTRACT ...................................................................................................................7 3. DEFINITIONS ...................................................................................................................................... 7 4. LAWS TO BE OBSERVED .................................................................................................................7 5. REVIEW BY OWNER and TWDB ...................................................................................................... 7 6. PERFORMANCE AND PAYMENT BONDS ..................................................................................... 7 7. PROGRESS PAYMENTS AND PAYMENT SCHEDULE ................................................................. 8 8. WORKMAN'S COMPENSATION INSURANCE COVERAGE ...................................................... 10 9. CHANGES ..........................................................................................................................................10 10. PREVAILING WAGE RATES ........................................................................................................ I 1 11. Davis-Bacon Requirements ............................................................................................................... l5 MONTHLY DAVIS BACON ACT CERTIFICATE of COMPLIANCE ......................................................26 Submittaiby Recipient ......................................................................................................................... 26 STAT�M�NT OF COMPLIANCE CERTIFICATION BY CONTRACTOR FOR SRF .............28 DOLPayroll form WH-347 ....................................................................................................................30 12. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION ...............................34 12. DEBARMENT AND SUSPENSION ...............................................................................................35 13. ARCHEOLOGICAL DISCOVERIES AND CULTURAL RESOURCES ...................................... 36 14, ENDANGERED SPECIES ............................................................................................................... 36 15. HAZARDOUS MATERIALS ..........................................................................................................36 16. PROJECT SIGN ................................................................................................................................36 17. OPERATION AND MAINTENANCE MANUALS AND TRAINING ..........................................37 18. AS-BUILT DIMENSIONS AND DRAWINGS ...............................................................................37 Forms to be submitted with executed contracts ......................................................................................38 BIDDER'S CERTIFICATIONS .............................................................................................................39 VENDOR COMPLIANCE WITH RECIPROCITY ON NON- .............................................................40 RESIDENTBIDDERS ............................................................................................................................40 THIS FORM MUST BE RETURNED WITH THE BID .......................................................................40 CONTRACTOR'S ACT OF ASSURANCE ........................................................................................... 41 CONTRACTOR'S RESOLUTION ON AUTHORIZED REPRESENTATIVE .................................... 42 TWDB-0551 Revised 6/19/2012 Page 2 Applicability These Supplemental Conditions contain provisions that are worded to comply with certain statutes and regulations which specifically relate to the Clean Water State Revolving Fund (CWSRF) Tier II (projects receiving state funds only). Provisions that are applicable to the project's funding source or dollar value of the contract are so noted within with the provision. Construction projects that have Colonia Wastewater Treatment Assistance Program (CWTAP) funding do not use these conditions but instead use the EPA Supplemental Conditions and TWDB Special Conditions TWDB-0553 (formerly ED-004C). Construction projects which are financed by CWSRF Tier III (projects receiving federal funds) and Drinking Water State Revolving Fund do not use these conditions but instead use TWDB Supplemental Conditions TWDB-0550 (formerly ED-004E). Projects �vith St�te Loan . fuildinb usc Supplemec�tal• Conditions TWDB-0552 (formerly ED-004G). . Application of Condition� . � � The conditions and forms listed under Instrarctions to I3iclders are to be incl��ded in the instructions to bidders for construction services. The provisions listed under Construction Contract Supplemental Conc�itions shou(d be included with the other general and special conditions that are typically included �in tlle construcCion contract documents by the design engineer. -Modifications to Provisions The Applicant may need to modify parts of these provisions to better fit the other provisions of the construction contra�t_ The Applicant and the consulting engineer should carefully study these provisions before incorporating them into the construction contract documents. In particular, Water Districts and other types of districts should be aware of statutes relating to their creation and operation that may affect the application of these conditions. The Owner (Sub-Recipient) is to determine and incorporate the affirmative action goals for the project into supplemental condition No. 11. Condition number No. 12 (Archeological Discoveries and Cultural Resources) and No. 13 (Endangered Species) may be superseded or modified by project specific conditions established during the application process. These documents may confer certain duties and responsibilities on the consulting engineer that are beyond, or short of, what the Applicant intends to delegate. The Applicant should ensure that the contractual agreement with the engineer provides for the appropriate services. Otherwise the Applicant should revise the wording in these special conditions to agree with actually delegated functions. Good Business Practices There are other contract provisions that the Owner and Designer need to include as a matter of good business practices. It is recommended that provisions addressing the following matters be TWDB-0551 Revised6/t9/2012 Page3 included in the construction contract. Contract Provisions that satisfy these are available from TWDB upon request. � Specifying the time frame for accomplishing the Construction of the project, and the consequences of not completing on time, including liquidation damages. • Specifying the type and dollar value of and documentation of insurance the contractor is to carry. As a minimum the contractor should carry liability and builder's risk insurance � Identifying the responsibility of the contractor - Responsibility and warranty of work. • Price reduction for defective pricing of negotiated costs. � Differing site conditions - notice and claims regarding site conditions differing from indicated conditions. • Covenants against contingent fees - Prohibit contingent fees for securing business. • Gcatuities - Prohibitions•against offecin� �nd acceptin� ��`atuities . . � • • Audit and access records • Suspension of work - Conditions under which owner may suspend work. • T�.rn�in�iti�n �- Ca�ditEons under w�'I�IC;II O\VIICC�m�ly tcrmin�te .. • Remedies - How disputes will be remeclied. Other Requirements 1'here may be other local government requirements and applicable Federal and State statutes and regulations that are not accommodated by these conditions. It is the Loan/Grant Recipient's responsibility to ensure that the project and all contract provisions are consistent with the relevant statutes and regulations. Advertisements for Bids The official advertisement for bids that is published in newspapers should include certain information including: � A clear description of what is being procured. • • How to obtain P&S, and necessary forms and information. • The date and time by which bids are to be received. (deadline) -- • The address where bids are to be provided. � Acknowledgement of any special requirements such as mandatory pre-bid conference and Affirmative Action requirements. • Right to reject any and all bids. • All laborers and mechanics employed by contractors and subcontractors on projects funded directly by or assisted in whole or in part by and through the Clean Water State Revolving Fund or Drinking Water State Revolving Fund shall by paid wages at rates not less than those prevailing on projects of a character similar in the locality as determined by the Secretary of Labor in accordance with subchapter IV of chapter 31 of title 40, United States Code. Wages to be paid on this project will be governed by the Department of Labor Wage General Decision or Decisions included in the bid documents for this project. Pursuant to Reorganization Plan No. 14 and the Cope(and Act, 40 U.S.C. 3145, the Department of Labor has issued regulations at 29 CFR parts 1, 3 and 5 to implement Davis- TWDB-0551 Revised 6/19/2012 Page 4 Bacon and Related Acts. Regulations in 29 CFR 5.5 instruct agencies concerning application of the standard Davis-Bacon contract clauses set forth in that section. All grants, cooperative agreements and loans funded under the Clean Water State Revolving Fund and Drinking Water State Revolving Fund programs shall include the standard Davis-Bacon contract clauses found in 29 CFR 5.5(a), which shall also be incorporated in any resultant covered contracts that are in excess of $2,000 for construction, alteration or repair (including painting and decorating). Bid Proposal The Bid proposal form should account for the following: • If lump sum bid, account for Property Consumed in Contracts to Improve Real Property; Tax Code 151.056. . • I�istinguish Eli.gible and Ineligible items. . �' .. • Accommodate Trench Safety requirements with separate per unit pay item for trench eYcavation safety protection Health and Safety Code Chapter 756. ��ccommoclat� Non-IZ�sident Biddec P.eci�irocity requir��ni��r�s in !�',;�reE•nm^i �t r,,de ° •� 2252.002, by utilizing WRD-259. � • Include space for Contractor to acknowledge receipt of each Addendum issued during the bidding process. Bidding Process The Plans and Specifications should include an explanation of how the bids wi(1 be processed. The explanation should include the following components: ' • Whether a Pre-bid Conference, will be held, whether it is optional or mandatory, and where and when it will be held. • Specify the criteria and process for determining responsiveness and responsibleness of the bidder. � Specify the method of determining the successful bidder and award, and accounting for non- resident bidder reciprocity requirements Gov. Code 2252.002 (IE. Award to the lowest responsive responsible bidder, accounting for any multiple parts to bids.) • Allow for withdrawal of a bid due to a material mistake. � Identify the time frame that the bids may be held by the Owner before awarding a contract. (IE. Typically for 60 or 90 days.) • Acknowledge right of the Owner to reject any and all bids. ' Alt proposed modifications to these conditions should be brought to the attention of and discussed with the appropriate TWDB area engineer. The TWDB engineer can also answer any questions regarding these conditions. The questions and proposed modifications can be sent to ' the following address: Texas Water Development Board Construction Assistance P. 0. Box 13231 Austin, Texas 78711-3231 (512) 463-7853 FAX (512) 475-2086 TWDB-0551 Revised 6/19/2012 Page 5 Instructions to Bidders 1. CONTINGENT AWARD OF CONTRACT This contract is contingent upon release of funds from the Water Development Board. Any contract or contracts awarded under this Invitation for Bids are expected to be funded in part by a loan or grant from the Texas Water Development Board, and a grant from the United States Environmental Protection Agency (U.S. EPA.) Neither the State of Texas, or U.S. EPA nor any of its departments, agencies, or employees are or will be a party to this Invitation for Bids or any resulting contract. 2. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION All.qualified applicants will receive considcration for employment �vithout re�;ard l� race, col�r, religion, sex (including pregnancy), national origin, �ge (40 or old�r), disability or gcnetic info►•mation. Bidders on this worlc �vill be required to comply �vith the Depachnent of •Labor i.egulations' ��1. CFR Part 60-2 Affirn;�it�ive':letioi: ['ro�r�lms ��hic}I incluue l!:�e P��csi�ient's Executive Order No. 1 1246 as amended by Cxecutive Orcler ! 1375. , The Bidder's Certifications regarding �Equal Employment Opportiinity and Non-Sebregatecl Facilities (WRD-255) must be submitted with the bid. 3. BID GUARANTEE Each bidder shall fiicnish a bid guarantee eauivalent to five perceilt af the bid price. (�Vater Cocle 17.183) If�a bid bond is provided, the. contractor shall utilize a surety� company which is authorized to do business in Texas in accordance with Art. 7.19-1. Bond of Surety Company; Chapter 7 of the Insurance Code. 4. AWARD OF CONTRACT TO NONRESIDENT BIDDER A governmental entity may not award a governmental contract to a nbnresident bidder unless the nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not less than the. amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. A non-resident bidder is a contractor whose corporate offices or principal place of business is outside of the state of Texas. (Source: Texas Government Code Chapter 2252 Subchapter A Nonresident Bidders, (§ 2252.002) The bidder will complete form WRD-259 which must be submitted with the bid. Forms to be submitted with Bid: Bidder's Certifications regarding Equal Employment Opportunity and Non-Segregated Facilities (WRD-255) Vendor Compliance with Non-Resident Bidder Requirements (WRD-259) TWDB-0551 Revised 6/19/2012 Page 6 Construction Contract — Supplemental Conditions 1. SUPERS�SSION The Owner and the contractor agree that the TWDB Supplemental Conditions apply to that work eligible for Texas Water Development Board assistance to be performed under this contract and these clauses supersede any conflicting provisions of this contract. 2. PRIVITY OF CONTRACT Funding for this project is expected to be provided in part by 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 cdntract or any lo�ver tier contract. ..�'his contract is slibject to applicable provisions 31 TAC Chapters 363 and 375 in effect on the cJate of the assistance award for this project. , 3. llI?FINITIONS (a) The term Owner means the local entity contractin� for the construction secvices. (b) The term "TWDB" rneans the E;cecutive Administrator of the TeYas Water Development Board, or other person who may be at the time actin� in the capacity or authorized to peeform the functions of such Administrator, or tk�e authorized representative thereof. 4. LAWS TO BE OBSERVED Ir_ the execution of the Contract, the Contrlctor must comply wit�i• all applicat�le Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State, and Local laws, ordin�nces and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, Texas Water Development Board, 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. • 5. REVIEW BY OWNER and TWDB (a) The Owner, authorized representatives and agents of the Owner, and TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the State of Texas to any action for damages. 6. PERFORMANC� AND PAYMENT BONDS Each contractor awarded a construction contract furnish performance and payment bonds: TWDB-0551 Revised 6/19/2012 Page 7 (a) the performance bond shall include without limitation guarantees that work done under the contract will be completed and performed according to approved plans and specifications and in accordance with sound construction principles and practices; and (b) the performance and payment bonds shall be in a penal sum of not less than 100 percent of the contract price and remain in effect for one year beyond the date of approval by the engineer of the political subdivision. (c) The contractor shall utilize a surety company which is authorized to do business in Texas in accordance with Art. 7.19-1. Bond of Surety Company; Chapter 7 of the Insurance Code 7. PROGRCSS PAYMENTS AND PAYMENT SCHEDULE (a) The Conti•actor shall submit for approval immediately after execution. of the A�reement, a •� cacefully prepared Progress Scliedule, showing the pcoposed dates oF starting and completing each of the various sections of the work, the anticipated monthly payments to becotne due the Contractor, and the accumulated percent of progress each month. (b) The following paragraph applies only to contracts awacded on a lump sum co�ttract price: COST BREAKDOWN -�The Contractor sh�ll submit to the Owner a��det��i�led bce;ikdo�vn of his estimated cost of all work td be accomplished under tlie contract, so arranged ancl itemized as to meet the approval of the Owner or funding agencies. This breakdown shall be submitted promptly after execution of the agreement and befoce any payment is made to the Contc�ctor for the work performed under the Contract. Aftec approval by the Owner the unit prices estabfishecl ' . in the breakdown shall be used in estimating the amount of�partial payments to be made to the Contractor. (c) Progress Payments (1) The Contractor shall prepare his requisition for progress payment as of the last day of the payment rnonth and submit it, with the required number of copies, to the Engineer for his • review. Except as provided in Paragraph (3) of this subsection, the amount of the payment due the Contractor shall be determined by adding to the total value of work completed to date, the value of materials properly stored on the site and deducting (1) fve percent (5%) minimum of the total amount, as a retainage and (2) the amount of all previous payments. The total value of work completed to date shall be based on the actual or estimated quantities of work completed and on the unit prices contained in the agreement (or cost breakdown approved pursuant to section 6.b relating to lump sum bids) and adjusted by approved change orders. The value of materials properly stored on the site shall be based upon the estimated quantities of such materials and the invoice prices. Copies of all invoices shall be available for inspection by the Engineer. (2) The Contractor shall be responsible for the care and protection of all materials and work upon which payments have been made until final acceptance of such work and materials by the Owner. Such payments shall not constitute a waiver of the right of the Owner to require the fulfillment of all terms of the Contract and the delivery of all improvements embraced in this Contract complete and satisfactory to the Owner in all details. TWDB-0551 Revised 6/19/2012 Page 8 (3) This clause applies to contracts when the Owner is a Municipal Utility District, or Water Control and Improvement District. The retainage shall be ten percent minimum of the amount otherwise due until at least fifty percent of the work has been completed. After the project is fifty percent completed, the District may reduce the retainage from ten percent to no less than five percent. (4) The five percent (5%) minimum retainage of the progress payments due to the Contractor may not be reduced until the building of the project is substantially complete and a reduction in the retainage has been authorized by the TWDB. (5) The following.clause applies only to contracts ��here �the.t�tal. price at the time of execution is $�U0,000' or greater and� the retainage��is greater �than 5% and` the O�vner is not legally exempted from the condition (i.e. certain types of water districts). The Owner shall deposit the retainage in an interest-bearin�; account, anc} the interest earned o�� such retainage funds shail be paid to the Contractor after com�letion of the contract and final acceptance of the project by the Owner. � (d) Withholding Payments. The Owner may �vithhold from any payment otherwise clue the Contractor so much as may be necessary to protect the Owner and if so elects may also withhold any amounts due from the Contractor to any subcontractors or material dealers, for � - work performed or n�aterial fiirnished by them.' The toregoin�;�provisions sll�ll be consteued � solely for the benefit of the Owner and will not ►equire tlae Owner to determine or adjust any claims or disputes between the Contractor and his subcontractors or Material dealers, or to withhold any moneys for their protection unless the Owner elects to do so. The failure or refusal of the Owner to withhold any moneys from the Contractor shall in no way impair the ' obligations of any surety or sureties under any bond or bonds furnished under this Contract. (e) Payments Subject to Submission of Certificates. Each payment to the Contractor by the Owner shall be made subject to submission by the Contractor of all written certifications required of him and his subcontractors by Section 3 hereof (relating to labor standards) and other general and special conditions elsewhere in this contract. (� Final Payment. (1) Upon satisfactory completion of the work performed under this contract, as a condition before final payment under this contract or as a termination settlement under this contract the contractor shall execute and deliver to the Owner a release of all claims against the Owner arising under, or by virtue of, this contract, except claims which are specifcally exempted by the contractor to be set forth therein. Unless otherwise provided in this contract, by State law or otherwise expressly agreed to by the parties to this contract, final payment under this contract or settlement upon termination of this contract shall not constitute a waiver of the Owner's claims against the contractor or his sureties under this contract or applicable performance and payment bonds. TWDB-0551 Revised 6/19l2012 Page 9 (2) After fnal inspection and acceptance by the Owner of all work under the Contract, the Contractor shall prepare his requisition for final payment which shall be based upon the carefully measured or computed quantity of each item of work at the applicable unit prices stipulated in the Agreement or cost breakdown (if lump sum), as adjusted by approved change orders. The total amount of the final payment due the Contractor under this contract shall be the amount computed as described above less all previous payments. (3) 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. (4) Withholding of any amount due the Owner, under general and/or special conditions regarding "Liquidated Damages," shall be deducted from the fina( payment due the Contractor. , . , 8. WORK�VIAN'S COMPENSATION INSURANCE COVERAG� (a) The contractor shall.certify in writing that the contractor provides workers' compensation iilsurance coverabe For cach employee of t':Ie contracto; emplo��ed oi� t��c public proje; t. (b) Each subcontractor on the public pcoject shall provide such a cectiticatc celatin� to coverage of the subcontractor's emp(oyees to the general contractor, who shall .provide the subcontractor's certificate to the governmental entity. � (c) A contractor who has a contract that requires �vorlcers' compensation insurance covecage may provide the coverlge through a group plan or other method satisfactory to the governing body of the governmental entity. , ��)�The e�nployment,of a inaintena�lce en�ployee by an emp�l�ycr who is not en�abinb in building or construction as the employer's primary business does not constitute engaging in building or construction. (e) In this section: (1) "Building or construction" includes: (A)erecting or preparing to erect a structure, including a building, bridge, roadway, public utility facility, or related appurtenance; (B) remodeling, extending, repairing, or demolishing a structure; or (C) otherwise improving real property or an appurtenance to real property through similar activities. (2) "Governmental entity" means this state or a political subdivision of this state. The term includes a municipality. 9. CHANGES (a) The Owner may at any time, without notice to any surety, by written order, make any change in the work within the general scope of the contract, including but not limited to changes: (1) In the specifications (including drawings and designs); (2) In the time, method or manner of performance of the work; (3) In the Owner-furnished facilities, equipment, materials, services or site, or (4) Directing acceleration in the performance of the work. (5) The original contract price may not be increased under this section by more than 25 percent. The original contract price may not be decreased under this section by more than 25 percent without the consent of the contractor. (Local Government Code 271.060) TV✓DB-OSS l Revised 6/19/2012 Page 10 (b) (c) (d) (e) �� A change order shall also be any other written order (including direction, instruction, interpretation or determination) from the Owner which causes any change, provided the contractor gives the Owner written notice stating the date, circumstances and source of the order and that the contractor regards the order as a change order. Except as provided in this clause, no order, statement or conduct of the Owner shall be treated as a change under this clause or entitle the contractor to an equitable adjustment. If any change under this clause causes an increase or decrease in the contractor's cost or the time required to perform any part of the work under this contract, whether or not changed by any order, the Owner shall make an equitable adjustment and modify the contract in writing. Except for claims based on defective specifications, no claim for any change under paragraph (a)(2) above shall be allowed for any costs incuned more than 20 days before the contractor gives written notice as required in paragraph (a)(2). In the case of defective specifications for which the Owner is responsible, the equitable adjustment shall include any increased cost the contractor reasonably incurred in attempting to comply with those defective specifications. If the contt•actor .intends to assert a claim :or an equetable adj�tstment under this clause, thc contractor must, within 30 days after receipt of a written change order tinder paragraph (a) (I) or the furnishing of a written notice under paragraph (a) (2), submit a written statement to the O�vner setting Fortl� t(ic,bei;eral nat�u•e and moneta►y e�tent ��such �laiul Tfac 0��r ►I�ay :;�;tcnd t?ie 30� day �period. The contraCtor may include tl�e stateii�ent ui claint in the �iotiee ui�der para�ra�i� (2) of this changes clause. - No claim by the contractor for. an equitable adjustment shall he allo�ved if made after final payment under this contract. . � ' , , . (g) Changes that involve an increase in price will be supported by documentation of the costs components in a format acceptable to the Owner. 10. PREVAILING WAGE RATES Insert Wage Rate Determination(s) A"wage determination" is the listing of wage and fringe beneft for each classifcation of ' laborers and mechanics whi�fi the Administrator of the Wage and Hour Division of the U.S. DOL has determined to be prevailing in a given area for a particular type of construction. The Davis Bacon Wage Determinations are classified by the nature of the construction projects performed, specifically listed as "schedules": residential, building, highway, and heavy construction. Insert Wage Rate Determinations indicating which construction type is being used. (More than one may be checked). (a) ❑ Construction Type: Heavy determination Includes those projects that are not properly elassified as either "building," "highway," or "residential." Unlike these classifications, heavy construction is not a homagenous classification. Because of this catch-all naritre, projects within the heavy classification may sometimes be distinguished on the basis of their particular project characteristics, and separate schedules may be issued for dredging projects, water and sewer line projects, dams, major bridges, and flood control projects. (b) ❑ Construction Type: Highway determination TWDB-0551 Revised 6/19/2012 Page i l Includes construction, alteration or repair of roads, streets, highways, runways, taxiways, alleys, trails, paths, parking areas, and other similar projects not incidental to building or heavy construction. (c) ❑ Construction Type: Building determination � Includes construction af sheltered enclosures with walk-in access for the purpose of housing persons, machinery, equipment or supplies; all construction of such structures; the installation of utilities and of equipment, both above and below gcade levels; as welt as incidental grading, utilities and paving. Such structures need not be "habitable" to be building consti'LtCt1011. Also, the installation of heavy machinery and/or equipment does not generally change the project's character as a building. (d) ❑ Construction Type: Residential Includes tlie construction, alteratioil oc repatr of' sii�gle-family houses, ap�rtmc,�lt buildings of no more tl�an four stories in hcight. This includes all incident�l ircros such as . site work, p�cking areas, uti(ities, stceets, and sidew�ll:s. Entities should review their contractor's wage decisions and confirm they provide an adequate classification of the labor required for the specific construction cont►�act. Most C�VSRF projects will fall under the "Heavy" construction type, but entities�should �sk their consultin� engineers i[� unsure. Some contracts or projects may require more than one generai schedule to be included depending on the nature and extent of the work (i.e. a building is constructed in a water treatment facility). This is described in more detail in DOL's All Agency Memo No. 131. See website http://ww�v.dol.;,ov/whd/pco�cams/dbr�/men�orand.htm. In such cases, the contractin� a�ency should designate the work to �which each wage determination or part thereof applies per FAR 22.404-2 thru 404-3 (Federal Acquisition Regulations). https:Uwww.acquisition.�ov/far/current/html/Subpart%2022 4.htm1#wp1102017. Shou(d overlaps occur in the wage classification schedules for the contract(s), the owner may consider adopting the higher rate classification. In all cases, the entity is responsible to insure an adequate classification is provided to insure compliance with the law. Where contractors alert the owner that the classifcation is inadequate, the owner should work with the contractor and the DOL to address any valid concerns. See the Contact Information for additional resources. Contact Information All questions regarding the Davis-Bacon guidance can be directed to: U.S. Department of Labor Wage and Hour Divisionl-866-4USWAGE (1-866-487-9243), TTY: 1-877-889-5627, Monday- Friday 8 a.m. to 8 p.m. Eastern Time. If you require further information about Davis-Bacon and how to apply it to your project, please contact the Texas Water Development Board, Mark Hall, P.E., Director, at (512) 463-8489. Additional Resources: TWDB-0551 Revised 6/19/2012 Page 12 1. For Wage Determinations applicable to construction projects in Texas: http://www.wdol .gov/dba.aspx#3 2. Source for determine the prevailing wage rate for each state and county is on the web page, Selecting Davis-Bacon Wage Decisions, provides criteria for state and county: http://www.wdol . gov/archdba.aspx 3. For more information on prevailing wage and wage determinations visit the Prevailing Wage Resource Book: http://www.dol.�ov/whd/recover�pwrb/toc.htm 4. The United States Department of Labor website: ° http://www.dol.gov/compliance/laws/comp-dbra.htm The webpage provides an overview, compliance assistance material, poster information, recordkeeping, DOL contact information and more. � ' �� 5. Davis-Bacon and Related Acts Frequently Asked questions Mor� in-dP�th .information can be accessed at the Departme��t nf Labor (.D(�t;l, �..�,� ��;��=;w'; �; http:/hvww.dol.aov/whd/pro�rams/dbca/faqs•htm TWDB-0551 Revised 6/19/2012 Page 13 Contact Information — DOL Texas OfCces Dallas District Of�ice US Dept. of Labor Wage & Hour Division The Offices @ Brookhollow 1701 E. Lamar Blvd., Suite 270, Box 22 Arlington, TX 76006-7303 Phone: (817) 861-2150 1-866-4-USWAGE (1-866-487-9243) Curtis L. Poer District Director Houston District Office US Dept, of Labor Wage & Hour Division 8701 S.Gessner Drive, Suite 1 164 Houston, TX 77074-2944 ; McAllen District Office � US Dcpt. Qf Labor � � I Wage & Hour Division �320 N. Main Street, Room 238 ; McAllen, TX 78501 i Corpus Christi Area Of�ce US Dept. of Labor Wage & Hour Division Wilson Plaza 606 W. Carancahua, Suite 705 Corpus Christi, Texas 78476 Phone: • (713) 339-5525 1-866-4-US WAGE (1-866-�t47-9243) Phone: (95<) 6�2-4C>3 I 1-866-4-USWAGE (1-866-487-9243) Phone: (361) 888-3152 1-866-4-USWAGE (1-8�r6-487=9243) San Antonio District Office US Dept. of Labor Wage & Hour Division Northchase 1 Office Building 10127 Morocco, Suite' 140 San Antonio, TX 78216 Phone: (210) 308-4515 1-866-4-USWAGE (I-866-487-9243) Robin Mallet District Director Eden Ramirez District Dircctor Vacant Asst. District Director Juan Coria District Director West Texas Panhandle and Northwest Quadrant: See Albuquerque, NM Albuquerque District Office Mailing Address: US Dept. of Labor Wage and Hour Division P.O. Box 907 Albuquerque, NM 87103-0907 Physical Address: 500 Gold, SW - Suite 12000 Albuquerque, NM 87102 Phone: (505)248-6100 1-866-4-USWAGE (1-866-487-9243) Patricia Davidson District Director TWDB-OS51 Revised 6/19/2012 Page l4 11. Davis-Bacon Requirements A. The following terms and conditions specify how sub-recipients that are governmental entities '' will assist the TWDB, as the State recipient, in meeting its Davis-Bacon responsibilities to EPA. If a sub-recipient has questions regarding when Davis-Bacon applies, obtaining the correct Davis-Bacon wager determinations, Davis-Bacon provisions, or compliance monitoring, it may contact the TWDB. The sub-recipient may also obtain additional guidance from the Department of Labor's website at http://www.dol.gov/esa/whd/recover�. ' 1. Applicability of the Davis-Bacon prevailing wage requirements Davis-Bacon prevailing wage requirements apply to the construction, alteration, and repair ' activity of infrastructure, including all construction, alteration and repair activity IIIVOIVIIIb wastewater or drinking water treatment plants is subject to Davis-Bacon. If a sub-recipient encounters a unique situation at a site that presents uncertainties regarding Davis-Bacon �� applicability, the sub-recipient must � c(iscuss the situ�rtiu�i �vith the recipiti�t ��`°� L�efor�� authorizing work on that site. 2. Obtaining Wage Determinations (a) Sub-recipients shall obtain the wage determination for the locality in �vhich a covered activity subject to Davis-Bacon will take place prior to issuing requests for bids, . proposals, quotes or other methods for so(iciting contxacts (solicitation) for activities � ' subject to Davis-Bacon. These wage determinations shall be incorporated into solicitations and any subsequent contracts. Prime contracts must contain a provision requiring that subcontractors follow t�ie wage determination incorporated into the prime contract. (i) While the solicitation remains open, the sub-recipient shall monitor www.wdol..� on a on a weekly basis to ensure that the wage determination contained in the solicitation remains current. The sub-recipients shall amend the solicitation if DOL issues a modification more than 10 days prior to the closing date (i.e. bid opening) for the solicitation. If DOL modifes or supersedes the applicable wage determination less than 10 days prior to the closing date, the sub-recipients may request a finding from the State recipient that there is not a reasonable time to notify interested contractors of the modification of the wage determination. The State recipient will provide a report of its findings to the sub-recipient. (ii) If the sub-recipient does not award the contract within 90 days of the closure of the solicitation, any modifications or supersedes DOL makes to the wage determination contained in the solicitation shall be effective unless the State recipient, at the request of the sub-recipient, obtains an extension of the 90 day period from DOL pursuant to 29 CFR 1.6(c)(3)(iv). The sub-recipient shall monitor www.wdol.gov on a weekly basis if it does not award the contract within 90 days of closUre of the solicitation to ensure that wage determinations contained in the solicitation remain current. TWDB-OS51 Revised6/19/2012 Page IS (b) If the sub-recipient carries out activity subject to Davis-Bacon by issuing a task order, work assignment or similar instrument to an existing contractor (ordering instrument) rather than by publishing a solicitation, the sub-recipient shall insert the appropriate DOL wage determination from www.wdol.gov into the ordering instrument. (c) Sub-recipients shall review all subcontracts subject to Davis-Bacon entered into by prime contractors to verify that the prime contractor has required its subcontractors to include the appticable wage determinations. (d) As provided in 29 CFR 1.6(�, DOL may issue a revised wage determination applicable to a sub-recipient's contract after the award of a contract or the issuance of an ordering instrument if DOL determines that the sub-recipient has failed to incorporate a w�ge determination or has used a wage determination that clearly does not apply to the contr�ct or ordering instrument. If this occurs, the sub-recipient shall either term.inate the contract or ordering instrument and issue a revised solicitation or ordering instrument or incorporate DOL's wage determination retroactive to tlie be�inning of thc contrlct or . ordering i;;strumeilt by �ch�i1'�e' orc!:;'r. ''.-he su� recipient'�s "un�ractor mu�:t bc compensated for any increases in wages resultinb from the use of DOL's revised �vage determination. 3. Contract and Subcontract provisions. PLEASE NOTE: This lan�ua�e must be inclueled in all navis-I3�e�n covered construction contracts and subcontr�cts. (29 CFR Part 5.5). � . .. , (a) The TWDB, as the State recipient, shall insure that the sub-recipient(s) shall insert in full in any contract in excess of $2,000 which is entered into for the actual construction, alteration and/or repair, inc(uding painting and decorating, of a public building or public work, or building or work financed in whole or in part from Federal funds or in accordance with guarantees of a Federal agency or financed from funds obtained by pledge of any contract of a Federal agency to make a loan, grant or annual contribution (except where a different meaning is expressly indicated), and which is subject to the labor standards provisions of any of the acts listed in § 5.1, the following clauses: (1) Minimum wages (i) All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereo� due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. TWDB-0551 Revised 6/19/2012 Page 16 Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classifcation of work actually performed, without regard to skill, except as provided , in §5.5(a)(4). Laborers or mechanics performing work in more than one classification ' may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination ' (including any additional classifcation and•�vage ratcs conformed under,paragraph (a)(1)(ii) of this section) and the Davis Bacon poster (WH132�1) shall be posted at all . times by the contractor and its subcontractors at the site of the work in a prominent �� . � . ��d accessible p(ace ��vhere it can be easily ��en t��, r� ,^ �,�,•or!:e�-s. . � � Sub-recipients may obtain wage determinations from the U.S. Department of L1bor's website, wwbv.wdol.�ov. � ' (ii)(A) The sub-recipient(s), on behalf of EPA, shall rec�uire that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The. EPA a�vard ofiicial shall approve an additional. classifcation and wage rate and fringe beneiits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classi�cation in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable ' relationship to the wage rates contained in the wage determination. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the sub-recipient(s) agree on the classifcation and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the sub-recipient (s) to the State award official. The State award official will transmit the report, to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the TWDB-0551 Revised 6/19/2012 Page 17 State award official or will notify the State award official within the 30day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be emp(oyed in the classification or their representatives, and the and the sub-recipient(s) do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the award official shall refer the questions, including the views of all interested parties and the recommendation of the State award official, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30day period that additional time is necessary. (D) The wage rate (including fringe benefiis where �ppropc•iate) determined pursu�nt . to paragraphs (a)(1)(ii)(B) or (C) of thi's section, shall be paid to all �vorkers performing wocic in the classification under this conti•act fcom the first day on � �vhich �vocic is performed in the classitic�,;i�i�, . • • � (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers oc mechanics includes a fi�inge bene�t �vhich is not expressed as an hourly rate, the � contractor shall either pay the benefit as stated in the wage determination or shall p�y �nother bona fide fringe benetit or an hourly cash equivalent thereoF. (iv) If the contractor does not make payments to a trustee or other third }�ecson, the contractor may consider as part of the �vages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (2) Withholding. The sub-recipient(s), shall upon written request of the EPA Award Offcial or an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other federally assisted contract subject to Davis Bacon prevailing wage requirements, which is held by the same prime contractor, so mueh of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the (Agency) may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records. TWDB-OSS1 Revised6/19/2012 Page 18 (i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona iide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis Bacon Act),daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been .� communicated in writing to the laboret•s or mcch�nics affected, �nJ rccords ��hich sho�v the costs lnticipated or the actual cost incurred in providing such benefits. Contracto►-s employing apprentices or trainees under approvecl pro�rams sh�ll maintain �vritten , � . , � . ,. . . C-v1U�i1CC U1 lf1C 1'Lb15�1'Ail'Jli Jl �l(1�`[�iii::;�:,i:i�: �iJb'iulil.i .,�i.a� :;:;�I'i111C�1ii"v[i Oi 1<<1[tl:'�, programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. , (ii)(A) The contractor sha(I submit weekly, for each week in tivhich any contract tivork is performed, a copy of all payrolls to the sub-recipient, that is, the entity that receives the subgrant or loan from the State capitalization grant recipienz. Such documentation shall be available on .rer�uest of tV��e State recipient or EPA. As to each payroll copy re�eived, ' the sub-recipient shall provide �written confirmation in a form saiisfactory to tl�c SCate �� indicating whether or not the project is in compliance with the requirements of 29 CFR 5.5(a)(1) based on the most recent payroll copies for the specified week. The payrolls shall set out accurately and completely all of the inform�tion required to be maintained ' under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on the weekly payrolls. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH347 is available for this purpose from the Wage and Hour Division Web site at ' http://www.dol.�ov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the sub- recipient(s) for transmission to the State or EPA if requested by EPA, the State, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sub-recipient(s). TWDB-0551 Revised 6/19/2012 Page 19 (B) Each payroll submitted shall be accompanied by a"Statement of Comp(iance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under Sec. 5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under Sec. 5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and comp(ete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the fu(1 weel<ly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectJy fi•om the full wabes earned, other than permissible deductions as set forth in I:c�ulations, 29. CFR � � part 3; • . � (3) Th�t each laborer or mech�nic has heen raid n�t I�ss !han the n;inlic�hle �vas�c � ra�es anci l�cin�e benetits ur cash� equivufents l��r �i�z classilication ot �vor;: performed, as specified in the applicablc �vabe dete►•mination incorporated into tl�e contract. _ (C) The weekly submission of a properly executed certif7cation set forth on the reve�se side of Optional Form WH-347 shall satisfy the requi►•ement For submission of �he "Statement of Compliance" requir.ed by paragraph (a)(3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under paragraph(a)(3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the State, EPA or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency or State may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment TWDB-0551 Revised 6/19/2012 Page 20 as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted ' under the registered program shall be paid not (ess than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performin� construction on a project in a locality other than that in which its program is registered, �� . • the ratios and �vage rates (expressed in percenta�es of the jo�i►=neyman's hourly rat�;) specified in the contractor's or subcontractor's registered program shall be observed. . Every apprentice must be paid at not less than the rate sp.ecified in the registered pro�ram � '� fOC i�lc; Q��'f!'c;[1CICC 5 iC4'C� Of ��l'O�CCSS, C\(�C<:�:S�C��1S �l j)(�.I'C��lli�l�T.C'Q� i��: �('�;.;il+.;'�i��1t;Cl k1(ii_Iri�,�� rate specitied in the applicable wage determination. Apprentices shall be paid � t�rin�e benefits in accordance .with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classi�cation. If the Administrator determines that a difFerent practice prevails for tlle applicable apprentice classification, frin�es sha(1 � be paid in accordance with that , determination. In the event the Of�ce of Apprenticeship Training, Employer and Laboc• .�. Services, or a State Apprenticeship Agency recognized by the Office, �vithdcaws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specifed in the applicable wage determination. Trainees shall be ' paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage ' and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefts for apprentices. Any employee iisted on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage TWDB-0551 Revised 6/19/2012 Page 21 rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be.paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicabte predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended and 29 CFR part 30. (5) Compliance with Copeland Act requirements. The contractor shall comply �-vith the requicements of 29 CF�R part 3, which arc incorporatcd by cefereii�e in Chis contcact_ . (6) Subcontracts. The cont�•actor or subcontr�letor shall insert in any subcontracts the C�i'tl•ISE'S GUIl�i1111CC� Ill 29 CI`�� J�.J�it��l� i�', � ��i;� i�l :il.'iCil vill l�''�'�ll��ti Ll� �ill' �,�':�. determines may by appcopriate, and also a clause req�iiring the subcontractors to includc tk�ese clauses in any lower tier subcontracts. The prime con.tr��ctor shall be responsible for • the coinpliance by any subcoiltractor� o�• l��ver tier subcoi�tractor �vith all the conh•act clauses in 29 CFR 5.5. (7) Contract terminatior�: debarment., A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a� subcontractor as provided in 29 CFR 5.12. � � , � � � • � - (8) Compliance with Davis-Bacon and Related Act requirements. Ail rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. (9) Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and Sub-recipient(s), State, EPA, the U.S. Department of Labor, or the employees or their representatives. (10) Certification of eligibility. (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis- Bacon Act or 29 CFR 5.12(a)(1). (ii)No part of this contract shall be subcontracted to any person or �irm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 TWDB-0551 Revised 6/19/2012 Page 22 CFR 5.12(a)(1)(iii). The penalty for making false statements is prescribed in the U.S. Criminal Code, 18U.S.C. 1001. 4. Contract Provision for Contracts in Excess of $100,000 ' (a) Contract Work Hours and Safety Standards Act. The sub-recipient shall insert the following clauses set forth in paragraphs (a)(1), (2), (3), and (4) of this section in full in any contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by Item 3, above or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for anv part of the contract work which may require or involve the employment of laborers or mechanics sha(l r.equire or permit any such laborer or mechanic in any workweek i�n �vhich Le �r she � is employed on such �vork to work in excess of forty hours in such work�veek unless such laborer or mechanic receives compensation at a r�te not less than one �nd one-half times � � the hasic �-ate of p��y for all hours �v�ek��! �,��:�c�� nf� fr,•+•; i�c,u��s i" :"�•!i ��.��rl:�a.c�:�!��. (2) Violation; liability for unpaid wages; liquidated damages. In the event of ��ny violation of the clause set forth in paragraph (b)(1) of this section the contracto�• and any subcontractor responsible therefore shall be liable for the unpaid wa�es. In adclition, such contractor and subcontractor shall be liable to the United States (in the case of �vork done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individua( laborer or mechanic, includinb �vatchmen and guards, employed in violation of the c�lause set �forth in paragraph (b)(1) of this section, in the ' sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section. (3) Withholding for unpaid wages and liquidated damages. The sub-reeipient, upon written request of the EPA Award Officia( or an authorized representative of the Department of Labor, shall withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b)(1) through (4) of this section. (b) In addition to the clauses contained in Item 3, above, in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other statutes TWDB-0551 Revised 6/19/2012 Page 23 cited in 29 CFR 5.1, the Sub-recipient shall insert a clause requiring that the contractor or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. Further, the Sub- recipient shall insert in any such contract a clause providing hat the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the (write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours.on the job. . 5. Compliance Verification. (�tj �I�ir� �i�L-i��ci�,�eitt �h��i( p�riotlically ii«crvic�v_a sriCfi��eidnt iiwul��;�.�� ert��loyc��`,' entitled to Davis-�acon prevailing wa�es (coverecl employees) to verify that contractors or subcontractocs are paying the appropriate wage rates. As provided in 29 CFR 5.6(a)(3}, ali intervie�vs must be conducted in conticlence. The sub-recipient must use St�ndard Focin 1445 or equivalent documentation to n��emorialize thc inlccvic��vs. Copics of lhe SF 1445 are available from EPA on request. (b) The sub-recipient shall �stablish and follo�v an interview schedule based on �its assessment of the risks of noncompliance dvith Davis-Bacart posed by contractocs or subcontractors and the duration of the contract or subcontract. At a minimum, the sub- recipient must conduct interviews with a representative group of covered employees within two weeks of each contractor or subcontractor's submission of its initial weel<ly payro(1 data and� two weeks prior to the estimated completion date for the contract or subcontract. Sub-recipients must conduct more frequent interviews if the initial interviews or other information indicates that there is a risk that the contractor or subcontractor is not complying with Davis Bacon. Sub-recipients shall immediately conduct necessary interviews in response to an alleged violation of the prevailing wage requirements. All interviews shall be conducted in confidence. (c) The sub-recipient shall periodically conduct spot checks of a representative sample of weekly payroll data to verify that contractors or subcontractors are paying the appropriate wage rates. The sub-reeipient shall establish and follow a spot check schedule based on its assessment of the risks of noncompliance with Davis-Bacon posed by contractors or subcontractors and the duration of the contract or subcontract. At a minimum, the sub-recipient must spot check payroll data within two weeks of each contractor or subcontractor's submission of its initial payroll data and two weeks prior to the completion date the contract or subcontract. Sub-recipients must conduct more frequent spot checks if the initial spot check or other information indicates that there is a risk that the contractor or subcontractor is not complying with Davis-Bacon . In addition, during the examinations the sub-recipient shall verify evidence of fringe bene�t plans TWDB-0551 Revised 6/19/2012 Page 24 and payments thereunder by contractors and subcontractors who claim credit for fringe benefit contributions. (d) The sub-recipient shall periodically review contractors and sub-contractors use of apprentices and trainees to verify registration and certification with respect to apprenticeship and training programs approved by either the U.S Department of Labor or a state, as appropriate, and that contractors and subcontractors are not using disproportionate numbers of, laborers, trainees and apprentices. These reviews shall be conducted in accordance with the schedules for spot checks and interviews described in Item 5(b) and (c) above. (e) Sub-recipients must immediately • report potential violations of the Davis-Bacon ' . prevailing wage requirements to the EPA Davis-Bacon contact listed above and to the �, appropriate DOL Wage and Fiour District � Office listed" at http://www.dol.gov/esa/contacts/whd/amet•ica2.htm. �"i'iie f��{toti��in� fo►:ril,.il'[sn<*�,'y�D.l��i_, "a�,��,; . _�� r�.t;..:atc�uf ��;.�:�;;I;a;iec ;�uuii�� . �;.� O�vner (Sub-Recipieut) (DB-Ol��t), must be com��lete�l by tlie pr��ject o��ner/sul>-recipient and submitted with monthly with the outlay. Information on outlay reporting may be accessed at: htt»:/hv�vw.hvdh.state.h.us/as�istance/�iil:�E�ci��l/�ut'�.r��/ � TWDB-0551 Revised 6/19/2012 Page 25 iNONTHLY DAVIS BACON ACT CERTIFICATE of COMPLIANCE Submittal by Recipient TWDB Project No. Loan/Grant No. This executed certi�cate must be submitted with each Outlay report for I�bor included within construction contracts. This Certiticate applies only for LOANS CLOSED AI'TER 10/30/2009. ' (Title) hereby certify that interviews, periodic reviews of a (Name of entity) representative sam�le of the weekly payroll data, and contractor weekly payroll certifications such as OMB No. 1215-01d9, have been performed to vat•ify tt�at contractors and subeontractors are paying the appropriate wage rate for compliance with the DAVIS BACON ACT, 40 U.S.C. §§3141 et seq. as amended and in conformance with the U.S. Department of Labor regulations at 29 CF�Z Part 5, (Labor Standards Provisions Applicable to Contracts Covering Federatly Financed and Assisted Construction) and 29 CFR Part 3(Contractors and Subcontractors on Public Work Financed in Whole or in Part by Loans or Grants from the United States). I understand that a false statement herein may subject me to penalties under federal and state laws relating to filing false statements and other relevant statutes. TWDB-0551 Revised6/t9/2012 Page26 Additional Forms for Davis-Bacon The following forms are suggestions only and may be used as tools which may aid in complying with the Davis Bacon requirements. TWDB-0551 Revised 6/19/2012 Page 27 �n o � O M Qo � � N � %. N N r"� O bq � � � . �, O � 0 � � O a � � y � cd N � '� o � � o f�, �" C"� 'U cd " � c� G1" O � a H. N � 3 U � � O � 3 � � o T 4+ > � `� �" -� a� � � V V � O � � � � ro � O .� � � ,., �' '� -� °' 3 � � G � � � ... . r. ,9 ti ''' ....� 'O y � o � �•, � � � �� .z � � ~ � � �•" � ��" . _c Y `� W � � � o U o � .� �. W R � c� .'d � � cd • � �+=� a' p" � Ci. N � .D � � a7 W � ,.� o � x o � -� o C/� � cn r�.. N � U '� '��, Q' � � � .� � N � Q Q � � �'�-+ O � � � O � a" a� +� �n � � � � �� O ,.d .. �, 'b A � � � a� � o � � � � � z � � � � C�. W ,� � o. 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Q O >. � A .'� � � � h � .�•� O� ,tiNcv � a�w :: o �� , 'c a�� ' " b0 ,�,ao� � y .-1 t2 � � C +� O� � N � p, N y �raG a �5 5 � N "� b y U ro � Q c H H � a �n � a � � N � � 0 � Ca � �7 a a Q y -�i a � � H Q a Q H W W CA � � � � � � � �:°a � �i �, a � 0 rn b � .� � cG h � P1 � �o �� o � �o Q� � N .; N � � N y oA � a N O � O� � b � y .j d iyi h � 0 W � DOL Payroll form WH-347 nctr,://rvebnnns.doLeovJiibrarvforms/�o-us-dol-form.asn?FormNumber-38 �� m; �6 a= 0 � N N � � � �� U f�O � S.0 m-��. � �� TWDB-0551 Revised 6/l9/2012 Page 30 c 8� n�� $ d c a oa 0 @ ^� �ta � �'� � �$8a opO" y> °5� N�g C � <j'j _ ��d9� Q c � � c U E y Z �n N 5 G 0 c3nro Qa 10o°:u � E 5 m m a w � `o�°ti � � � wo.�v.� Z u� � w 1° m t �v A « U� W N a � Z Z LL � O W ❑ n�. � w w v � w � oC 00 �� z� u� 4 �� m � �C �� N S W Z2 wa � '� G A� � W� N • >Z �c � �w LL� � , . .a � f �, �vw O O ^��U � �� w u� ��w � �c�jw c LL�z � � � ��S � � w�M � � v v m w �.r a 3 s 1 r s �"°': s c .. °= m o I 5 N 0 � � V1' �7 n � pq� � E � d�� y v5w � � a� � v ��p np � � 9 y'� N ^ 'S g E �i0i. 9 a s � � a�a� T� $�.� � '6 � � aLa A ' ° o `a�° u � Y�i S� £ "� ,c m �.'_^ � � � . c £n c >€o`� � w '�� a vc�w n � � � N ��`oU . �� o �� `o 0 � m � ��h� �N L S � IC O(n t� �. � _�; � 0�5� V � yr t� � o n�a71f 3 � � >".Y� � b y '�'v � i: m c �.w-m � �� 6� v va yyv1� 93. ,� aE �p�tli � aEra �($N� �� ri�� 3�� 0 � 5 a � � a a � � � � o � � � Z m c v � c a � � � t � — O qU' U � C C"' L � � �F p ._ . 41 'D � N 8 L� b`1 ?�i j 2' '��-� V� a�i � m y � ��NB+ '°oT� � �u a � c v � 5 a iO c '� �� a a 9 Ee O � v u 510un w�u.viro vj `0=5 F'a �t 1�5.Nq �O Z v��q� r9V. 9 '� C � {�j $ � � @ � N E �ga m_ 5� z L`u � .N "m � rr v' a N v S aAi��' 2 ��5 u�o� a oan n�u��E ��_� W 9��;�� E" c b g.9.?.� p n a c'o ��$ u��tv < �y-�E�',�d � o�E A.� o a o� O ro ��"v � � � E � u E � � � � q c Q z uh $ A.�3 °- ��.E� $��a =�„5 � �a�� q � Q • -a a v . ii � -^ � . � a4 C a. r�j.� •# :°. �� 6 u n� �� W � U,b � �C ��c'� u �$� m .~ v.�� o � � a � � �.0 � '��-�� o T 'jgY �j�Cr�. ? � u u� > �� $ u�. .E$.tm d n� L°�O rna� W I �ea� � Su � ❑ � a$ o � v y� � v `�aj� ~ 8� ti` ��a� v�aa � U N (t N Q � TWDB-0551 Revised 6/19/2012 Page 31 DOL Labor Standards Interview SF-1445 LA6QR STANDARDS INTERVlEW EAtPiOYEE INFORIAATION NAME OF Ehtf�(.4YER STflEET AOORESS CUPERYISDR'S NA�AE � FlHST MAME M111 WORK ClA93kFICA AGTION 6o you work aver 8 houra per dayl Do you vrork ovar 40 hours �ar �rreek? � • Are you paid at laest time and e half for ovartime hours7 ;;ra you t:i:eivfng any ta,h Fayrients 9cr frin�'�enafit, re�,u:�� hy the ao,t=d �•�:�3z da:_rminaticn cetisicr�, '�VHA� De6U�71�>!S OTNEA THAN TA;�E,; atv0 .70CIAL9cCUa1TY ARE t�4d�'<tROh( YG�R �A'Y'? . NOW IdAli'r NOUR9 D+� 1'..0 'NGRi{ N Y�UA LAST tV�AK DA1' ?:FC+;E ; i�OLS YQU US� . T}117 IMTER4'IE'�"R DAY BEFOHE i!JTEpL'IEW jYYM�14IP'J1 IhlYERWIEWiER � THE QBOVE IS �OAFECT TO TNE SEGT OF htY Y.NOVIL'-CGE C�ATE j'r`Yl4!(?D,^J INTERVIEWER'S COMMENTS ' tiVORK E�dPIAYEE VJA3 D�IA� 4YHEt1 INTERYIELVEO ��i104 j1f o.�alan.�t,�an is naedorl, uta tommmrs ,ac;fanJ YE� h!0 t9 Eh1PLOYEE PpOPERLY CLA�SIFIED APJD PAID7 ARE V�'AGE RATES A,'1� PtY'�TER,i OI>PIAYED? FOR USE BY PAYROLL CHEGKER 4� A80VE I�1fORMA'Tli7QJ IN AGR£6YIEA�T ViIYH flAYHOLE. DAT0.t j_j 1'ES j_J NO COtdMENT9 CHECKER CHECK BELOW YES NO TWDB-0551 Revised 6/l9/2012 Page 32 AUTHORIZED fOR LOCAL REPHODUCTI�N STANDARQ FdRM 1448 {REV_ iL96) Pruvr�ouz odition rwx usahto Prusaribsd by GSA - FAR �48 CFH� 53.322{q) Davis Bacon Poster, WH-1321 http://www.dol.�ov/whd/re s/compliance/posters/davis.htm ��Q�� z�E ��vis-��con� �c-r FOR LAB4RERS AND MECHANICS EMPLOYED �N �EDERAL �JR FEDERALLY ,AS�ISTED CONSTRUC�'�� J��'� TNE UNITED STATES DEPARTMENT OF LABOR WAGE AND HOUR DIVISION P�tEVAILIi�G WAGES OVERTIME ENFORCEMENT APPRENTICES PROPER PAY You must be paid not less tha;�. "�<� ,o�i��: rat� listed in th� �]<;vis-E�acon � Wage Decision posted with thi;, i!oUce for the work you perform. You must be paid not less than one and one-halt times your basic rate of pay for all hours worked over 40 in a work week. There are few exceptions. Contract payments can be withheld to ensure workers receive wages and overtime pay due, and liquidated damages may appiy if overtime pay requirements are not met. Davis-Bacon contract clauses aliow contract termination a�d debarment of contractors irom future federai contracts for up to three years. A contractor.who faisifies certified payroll records or induces wage kickbacks may be subject to civil or criminal prosecution, fines and/or imprisonment. Apprentice rates apply only to apprentices properly registered under approved Federal or 5tate apprenticeship programs. if you do not receive proper pay, ar require furthe� informatton on the applicabie wages, contact the Contracting Officer listed below: U.3. DepaRmonl of Labar' EmplmfineM Standards Administration I Wac�e and Hau Division Y1H 1:,24{flwb�dApY'Xllg) TWDB-0551 Revised 6/19/2012 Page 33 or contact the U.S: Department of Labor's Wage and Hour Division. 12. �QUAL �MPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION This provision only applies to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding and the contract agreement is for more than $10,000. During the performance of this contract, the Contractor agrees as follows: (a) 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 wilt 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 follo�ving: Cii�ployment, upgrading, dcmotion, or h•ansfci:; ccci�uitmcnt_ or r:;cru't�ncnt . advertising; layoff or termination; rates o(� pay �r other forms of compci�s�ition; �ind selection for training, including apprenticeship. The Contractor ��grees to post in conspicuous p(accs, avail�bie, to employces ancl .1}�nl��.�nrs for ��r��l��vm,ent,, nntie�� t� be provided setting fo�•th�the provisions oFthis noncliscriinination clausc. , � (b) The Contcactor will, in all solicitations or advcctiseme»ts for emplo.yees }�laced b�� or on beha(f of the Contractor, state that all qualitied app(icants will receive consideratioi�s For employment without regard to race, color, religion, se;c, age, handicap, or national origin. (c) The Contractor will send to eaeh labor union or representative of workers with which he has a'collective bargaining agree�nent or otller contract or iu�derstandinb, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (d) 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. (e) 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. (� 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 invoked as TWDB-0551 Revised 6/I9/2012 Page 34 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. (g) The Contractor will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (g) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the � U�nited States to.entei� into such litigation to protect lhe iilteres��f the`UiiiCed States. (h) The Contractor will comply with Esecutive O�•der 1 12�36 based on its implementation of �� . .� tl�c �qual Opportiinity Cl�use, s�ecific �fti�•mative ��ctio.l obli�;.itions i��ui.��! !>�- tl;'�� Staudard Federa�l Equal E�nployment�CNport�rni�y.Cuiis�ruction Cuntract�Speeiticatiun:, �� as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for tlle �� geograp}iical �area where the Contract is to be performecl. The hours of minority anu female employment and training must be substantially uniform throu�hout the �ength of the Contract, and in each trade, and the Contractor sha(1 make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's �oals shall be a viol�tion of the '� Contract, t�he Exeeutive Order, and the re�ulafions in 41 CFR Part 60-4. 7�he 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 programs office or from federal procurement contracting offcers (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 specifieations 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 i contract resulted. 12. DEBARMENT AND SUSPENSION This provision applies only to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding. This contract is subject to the Title 40 Code of Federal Regulations Part 32 concerning Debarment and Suspension. The contractor will comply with the assurances provided with the bid that led to this contract. TWDB-0551 Revised 6/19/2012 Page 35 13. ARCHEOLOGICAL DISCOV�RI�S AND CULTURAL I2�SOURC�S No activity which may affect properties listed or properties eligible for listing in the National Register of Historic Places, or eligible for designation as a State Archeological Landmark is authorized until the Owner has complied with the provisions of the National Historic Preservation Act and the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. If archeological sites or historic structures which may qualify for designation as a State Archeological Landmark according to the criteria in 13 TAC 41.6 - 41.10, or that may be eligible for listing on the National Register of Historic Places in accordance with 36 CFR Part 800, are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDS, and the TeYas Antiquities Committee, P.O. BoY 12276, Capitol Station, Austin, Te:cas "78711- ?276. The Contr�ctor shall take reasonable steps to protect and pr.eserve the discoveries until they have heen � inspecte�l by the Owner's representative and the TWDB. The O�Vner ��vill promptly coorclinate with the State Hi'storic Preservation Officer and any other appropriate agencies to obtain any necessary approvals or pertnits to enable the work to continue. The Conh•actor shall not resuine work in thc area of thc discovery • �u�til ��lhorizc�l l�� lo su l,y tiie O��viicr. . � 14. CNDANGCRED SI'GCI�S � � No activity is authorized that is likely to jeopardize the continued exist�nc� of a threatenecl or endan�ered species as listed or proposed for listing under the Federal Endangere�l Specics Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify tlle habitat of such species. If a threatened or endangered species is encountered during construction, the C�sntractor shall iminediately •cease �vork in the area of the e��countei• and notify the Owner, wl�o�4vill i�iunediatcly implem�nt actioiis in accordance with the ESA and applicable State statutes. These actions shall include reportirrg the encounter to the TWDB, the U. S. Fish and Wildlife Service, and the Texas Parks and Wildtife Department, obtaining any necessary approvals or permits to enable the work to cQntinue, or implement other mitigation actions. The Contractor shall not resume construction in the area af the encounter until authorized to do so by the Owner, 15. HAZARDOUS MATERIALS Materials utilized in the project shall be free of any. hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. 16. PROJECT 5IGN A project IDENTIFICATION SIGN will be provided to the contractor. The contractor shall erect the sign in a prominent location at the construction project site or along a major thoroughfare within the community as directed by the Owner. TWDB-0551 Revised 6/19/2012 Page 36 17. OPERATION AND MAINTENANCE MANUALS AND TRAINING (a) The Contractor shall obtain installation, operation, and maintenance manuals from manufacturers and suppliers for equipment furnished under the contract. The Contractor shall submit three copies of each complete manual to the Engineer within 90 days after approval of shop drawings, product data, and samples, and not later than the date of shipment of each item of equipment to the project site or storage location. (b) The Owner shall require the Engineer to promptly re�iew each rnanual submitted, noting necessary corrections and revisions. If the Engineer rejects the manual, the Contractor shall correct and resubmit the manual until it is acceptable to Engineer as being in conformance with design concept of project and for compliance with information given in the Contract Documents. Owner may assess Contractor a charge for reviews of same items in excess of three (3) times. Such procedure shall not be considered cause for delay. Acceptance of manuals by Engineer does not relieve Contractor of any requirements of terms of Contract. . (c) The Contractor shall provide the services of trained, qualified technicians to check final equipment � . installation, to assist as required in placin�� saEn� in op^r�tit�n, nnd t� i�istr�ict rn�erating ��ere�nnel in ' t�1C �CU��EC I11�:;��:Cf Oi ��Ci'tJi'Illfll� 1'OUtl11C, .�i7:'I':t��..`C, 'ihl� I11�111iiwl�U�.'• � P;�•, �;�.�,��':il^1?`. � (d) Operations and maintenance manuals specified 'hereinafter are in addition to any . operation, maintenance, or installation instructions require�( by the Contractor to install, test, and start-up the equipment. (e) Each manual to be bound in a folder and labeled to identify the contents and project to which it ' applies. The manual shall contain the following applicable items: .(1) A listing of the manufacturer's icientifieation, incluciin� �rder number, model, serial ��u�.nber, an�i location of parts and service centers. (2) A list of recommended stock of parts, including part mimber and quantity. (3) Complete replacement parts list. (4) Performance data and rating tables. (5) Specific instructions for installation, operation, adjustment, and maintenance. (6) Exploded view drawings for major equipment items. (7) Lubrication requirements. (8) Complete equipment wiring diagrams and control schematics with terminal identification. 18. AS-BUILT DIMENSIONS AND DRAWINGS (a) Contractor shall make appropriate daily measurements of facilities constructed and keep accurate records of location (horizontal and vertical) of all facilities. TWDB-OS51 Revised 6/l9/2012 Page 37 (b) Upon completion of each facility, the Contractor shall furnish Owner with one set of direct prints, marked with red pencil, to show as-built dimensions and locations of all work constructed. As a minimum, the final drawings shall include the following: (1) Horizontal and vertical locations of work. (2) Changes in equipment and dimensions due to substitutions. (3) "Nameplate" data on all installed equipment. (4) Deletions, additions, and changes to scope of work. (5) Any other changes made. Forms to be submitted with executed contr�cts l, Contractor's act of Assurance (ED-103) ''. Cunh•nctc�r's Rcsoluti�n �n A�i�hc�rized Re�, _,.�° ,:.• � IP,D-10 4) .. � 3. Bidder's Certification (WRD-255) 4. Vendor Complilnce with Reciprocity on Non-Resident E3idders (TWDB-0459) These forms are available�on the TWDB tiv��sit�, (ittp://��vv,��v�; tw��l5.state.t�.us/fint�ncial/instructions/ TWDB-0551 Revised 6/19/2012 Page 38 ED-101 O1/03/00 SITE CERTIFICATE This is to certify that the City of Fort Worth, Tarrant County, Texas has now acquired, talcen bona fide options on, or initiated formal condemnation proceedings against ail property (sites, easements, rights-of-way, or specific use permits) necessary for construction, operation �nd maintenance of (water) (wastewater) facilities described as Sanitary Sewer Rehabilitation Contract 74 CP No. 00360, DOE No. 5358 TWDB Project No. 72275 CWSRF in accordance with plans and specifications approved by the Texas Water Development Board. Any deeds or documents required to be recorded to protect the title(s) held by the City of Fort Worth ' have been recorded or filed for rec�rcl wh�rever necessary. In the event of conflicts with existing underground utilities, or to preserve unknown cultural or historic resources, the City of Fort Worth has the right of eminent domain and will talce condemnation action, if necessary, to acquire any sites, easements or rights-of-way which may be required to change the location of any of the facilities described above; and upon acquisition of the rights-of-way and recording of documents, will submit another site certificate to that effect. EXECUTED this � day of �C.- �'f7 � /°" 2012 > � � � G�rv4�!` �i�%�i� (Signature) Assistant City Attorney Citv of Fort Worth (TiHe) Note: This certificate MUST BE EXECUTED BY AN ATTORNEY OR AN ABSTRACTOR qualified to evaluate the Applicant's interest in the site and make such a determination. WRD-255 01/2010 BIDDER' S CERTIFICATIONS Project Name: J�an ��a. y�,s'ew�r �Qa �i a�.'%i'�a fi o r7 �vn �r 4 c f %`!� Project Number: OD. 3l D Contract For: C�i�r' a � ��. � �or�/, The following certifications must be completed by the bidder for each contract. A. EQUAL EMPLOYMENT OPPORTUNITY: () I have developed and have on file at my each establishment affirmative action programs pursuant to 41 CFR Part 60-2. (�have participated in previous contract(s) or subcontract(s) subject to the equal opportunity clause under• Executive Orders 11246 and 11375. I have filed all reports due under the requirements contained in 41 CFR 60-1.7. O I have not participated in previous contracts(s) subject to the equal oppor�tunity clause under Executive Orders 11246 and 11375. () I will obtain a similar certification from any proposed subcontractor(s), when appropriate. B. NONSEGREGATED FACILITIES () I certify that I do not and will not maintain any facilities provided for my employees in a segregated manner, or permit my employees to perform their services at any location under my confiol where segcegated facilities are maintained; and that I will obtain a simila�• certification prior to the award of any federally assisted subcontract exceeding $10,000 which is not exempt from the equal opportttnity clause as required by 41 CFR 60-1.8. I understand that a false statement on this certification may be grounds for rejection of this bid proposal ot• termination of the contract award. ��es a �.S'�S'/<.�//y /c� �i Ps. 'o�.� f Typed Name & Title of Bidder's Authorized Representative � f � Sig'n/ature of Bidder's Au ocized �R,/e resentativeDate (,✓i�I/QMTc%iiu%/�L ,T/!C. �/�L� C%/Gl/ C �D/J.II/uc//O/1 /�D. tQoJ� f%D318 �or� ��7'`�, % X 76/7�0 Name & Address of Bidder TWDB-0551 2evised 6/19/2012 Page 39 TWDB-0459 Reviewed 7/22/2010 VENDOR COMPLIANCE WITH RECIPROCITY ON NON- RESIDENT BIDDERS Goverrunent Code 2252.002 provides that, in order to be awarded a contract as low bidder, a non- resident bidder must bid projects for construction, improvements, supplies or services in Texas at an atnount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a compal•able contract in the state in which the non-resident's principal place of business is located. A non-resident bidder is a contractor whose corporate offtces or principal place of business is outside of the state of Texas. This requirement does not apply to a contract involving Federal fiinds. The appropriate blanks in Section A must be filled out by all o�tt-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 blank in Section B. G7 : 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. Our principal place of business or corporate offices are in the State of Texas: � : �� ' �i/%iar».rs��iu/�z1nc, q�6C, C.:�/ CG'va.r�ruc7�ipr� Company /-'o. f �✓a• f� r.�xo � 7G � yo City State Zip �ivsa �.I'�.1'/r / By: (please print) %/��o � �' �'�..0 Si�nature ///['� /`��i i�v� f Title: (please print) THIS FORM MUST BE RETURNED WITH THE BID TWDB-0551 Revised 6/19/2012 Page 40 ED- f 03 01 /03/2010 CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF %,,,.,� ,.� � BEFORE ME,/�?,��,,/. �o�/f•�� Notary Public duly commissioned and qualified in and for the County of �y ,. p,o f in the State of Texas came and a peared l.J.//i'amT�S'�/u/�r .��c.��.i, Tiiso �,5��//y , as represented by C�'.� /� C Ca��s.�.w�oh, the corporations �itc p,vs: o/rn �' , who declares he/she is authorized to !✓. //, a,•, �T Sr.7w I�'a ,Z"n �, d�i ac, represent C�:G/i C Cons�� u c`fio � pursuant to provisions of a resolution adopted by said corporation on the Z Z�' � day of ��, 20 /,� (a duly cet�ti�ed copy of such resolution is attached to and is hereby made a part of this document). �/ ��I Gi /i! V J C h 4�TZ ,.c/i G I!�`4 �'t %�'s�s� cSc.�/r.,.�1r� , as the representative of C.y�/� CCo.,s�r�.��JD�iCdMpQ,. y declares that l� �� r G' Cons%u �/:a„ assures the Texas Water Development cs4ni �q.y S.w•r /Z�`jo6./i�a�on Board that it will construct _C'a�, f� a �f 7� project at /-"a. f L�%./�, 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 ,2�� day of �� , 20� A.D. (��.a.,�J. �Qa'1� � � � `,,4�,RY_PUe�,, MICH�LE S. LANKF�Kp Signature : o, -''�- (`(1ic.�-� .� , z � o ; Notary Public �_ '*' ,' ' STATE OF TEXAS Printed Name =m`, 'y` ��"�9TF Of�t``}e'�` My Comm. Exp• �aber 7, 2015 y ommission expires �U �� `J TWDB-0551 Revised 6/19/2012 Page 4I ED-104 Revised 5/7/10 CONTRACTOR'S RESOLUTION ON AUTHORIZED REPRESENTATIVE rv_sQ ��/� Name or Names I hereby certify that it was RESOLVED by a quorum of the directors of the L./��%i a�n �%cfc`r�. �i�r1c, t��a �i%c � C �a�ls�a��oqmeeting Name of Corporation on the day of /Z •3 f, 20L, that �r�sa f/../�_ , , and , be, and hereby is, G/•//iam T�,s'G/G /fr 1��, c/6 c� authorized to act on behalf of l.'r�/ C' Cvh r�r ��%� .� , as its Name of Corporation representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously rati�ed 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 af�x the sea( of the corporation this � day of ��,�r�—' 20 /.�'. t�'��Q.. S, �.�( Secretary (seal) TWDB-0551 Revised 6/19/2012 Page 42 �i,.� T�'AGU�,�E NALL AND PERKINS Civil Engineerinc� Surveying Landscape Architecture Planning Memorandum To: Ms. Susan Schwinger, P.E. , Project Manager Frorr,; Andrew Luce, P.E. cc: Ty Hilton, P.E. Date: August 161h, 2012 Re: TNP# FTW05313 - Bid Tabulation ReporF During the compilation of the bid tabulation report for the bid opening of Sanitary Sewer Rehabilitation Contrat 74 held at 2:00 p.m. Thursday, August l b�h, 2012 the following anomalies were discovered and corrected as described below: Circle C Construction: I. Unit I Sanitary Sewer Improvements Total (Funded by SRF 7ier II Loans} was incorrectly tofialed in the bid received to be $1,239,364.00. The bid tabulation provided in conjunction to this memo has been corrected to be $1,239,344.00. 2. Unit 2 Sanitary Sewer Improvements Total (Funded by Ciiy) was incorrectly totaled in the bid received to be $6730.00. The bid tabulation provided in conjunction to this memo has been corrected to be $30,730.00. 3. Due to the errors in totaling Units 1 and 2, the Total Base Bid wGs incorrectly shown to be $1,246,094.00 in the bid received, The bid tabulation provided in conjunction to this memo has been corrected to be $1,270,074,00 Please note that these corrections do not affect Circle C Construction status as the low bidder. _� � � �..�w� o S-�i� s-_ i � - �j � LI � `M1 � ��k�GC� V� � u �ix v�tu r u'i�. :� �_ 1100 Macon Street � Foit Worth, Texas 76102 ! 817.336.5773 phone � 817.336.2813 fax www. tnp-online. com 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 0 0 0 0 0 o O p O 4 o a o 0 0 0 0 o p o O o p O p O O o O O O O O O O � O 0 0 4 0 0 N O O o D 0 0 W O � c 0 V<} Q i 0 0 0 0 0 0 0 0 0 O O O O O O N W y� O �� V N� 1� O O N O O t� tp (p O O O O O O O O O O O V'1 O�(l O M 00 (� p �" V W V' N al � N V' N c0 O W.- �j Q��p �� O O � M O O h�fl � O 01 O� V1 N f� Oi N t�J ry c0 tt> N N� N N tn m N(� W aD V' M N Oi W q<O t7 4� � �r N��VVJf�fiVNl��VT�iAN � O� M u7 rfi�ANW N�Hc� N N e'� tn vi � � N�N � t9 � tH tA Vi rn al 1�n !n o O O O O O o O O O O O O O o O O o O O o O O o O O o O O o O O o O O o O O o O O O O O O O O O O O O O O O O O O O O p p O O O O O O O O O O I� Gi O�(V N i� O Cl (V t7 1p N Qi T� O Cl O O O O O O O O O O O O O M W 6i � OI Ql O m 1� h. 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