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HomeMy WebLinkAboutContract 29574 CIT4" SECRETARY ' CITY SECRLET � DO E FILE SPECIFICATIONS CONTRACT C --',NTPACT0P'cl BONDING CO. AND C -"NSTRUCTION'S COPY CONTRACT DOCUMENTS CLIENT DEPAI TI' TENT FOR M-282 SANITARY SEWER REHABILITAION AND 492 LF OF 16" WATERMAIN AT RADIO SHACK PHASE I pp WATER PROJECT NO.: P162-060162141070 SEWER PROJECT NO.: P172-060172141050 on DOE NO, 3755 sm MIKE MONCRIEF GARY W. JACKSON in MAYOR CITY MANAGER pm A. DOUGLAS RADEMAKER, P.E- DIRECTOR DEPARTMENT OF ENGINEERING CarternBurgless 777 Main Street Fort Worth, Texas 75102 r DAVID W C&B Joh No. - 01157'9,010.1.0001 Fou Want Print M&C COUNCIL ACTION: Approved on 1127/2004 - Ordinance No. 15846 DATE: 1/27/2004 REFERENCE NO_: *"C-19949 LOG NAME: 300SCAR RADIO CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Appropriation Ordinance and Award of Contract to Oscar Renda Contracting, Inc. for Sanitary Sewer Main 282 Rehabilitation and Water Main Construction for the Radio Shack Campus Area, Phase 1 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $1,143,549.00 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of $87,985.00, and the Sewer Capital Project Fund in the amount of $1,055,564.00, and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of$87,985.00, and the Sewer Capital Project Fund in the amount of$1,055.564.00 from available funds; and 3. Authorize the City Manager to execute a contract with Oscar Renda Contracting, Inc. in the amount of $1,039,590.00 for Sanitary Sewer Main 282 Rehabilitation and the construction of 492 iinear feet of 16-inch water main for the Radio Shack campus area in the Central Business District of Fort Worth, Phase 1. DISCUSSION: On November 11, 2002 (M&C C-19345), the City Council authorized the City Manager to execute an engineering contract with Carter& Burgess, Inc. to prepare plans and specifications for relocation of approximately 1,700 linear feet of 54-inch Sanitary Sewer Main 272 Band Main 15R in the Central Business District of Fort Worth. This project will provide increased sewer capacity, will reduce odor generation, and increase access to the main lines for routine maintenance activities. The rehabilitation of Sanitary Sewer Main 282 and construction of approximately 492 linear feet of water main was added to this contract to accommodate the expansion of Radio Shack and Pier 1 developments in the downtown area. This project has been divided into two phases to facilitate efficient construction of the project. Phase 2 of the project is under design and will be advertised for bid in April 2004. Phase 1 of this project consists of approximately 561 feet of 48-inch sanitary sewer pipe, three large junction boxes, three deep manholes, earth retention systems. 492 linear feet of water main, fire hydrant and appurtenances. Phase 1 of the project was advertised for bid on December 11 and 18; 2003. On January 8, 2004, the following bids were received; Bidder Amount Time of Contract Oscar Renda Contracting, Inc- $1,039,590.00 75 Calendar Days John Burns Construction Company of Texas, Inc. $1,216,227-00 AU 1 Contractors, L.P. $1,296,179.00 Oscar Renda Contracting, Inc. is in compliance with the City's MNVBE Ordinance by committing to 20% MIWBE participation. The City's goal on this project is 20%. In addition to the contract cost, $31,187-00 is required for possible change orders, and $72.772.00 is required for inspection/survey services. This project is located in COUNCIL. DISTRICT 9, Mapsco 67Z. FISCAL INFORMATIONICERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation No. 1 and adoption of the attached appropriation ordinance, funds w311 be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2 1J PE45 538070 0609020 $87,985.00 P162 472045 060162141070 -0—085.04 1&2 _P 1) PE45 538070 0709020 $1,055,554.04 172 472045 074172141054 $1 055 564.00 3) $79,987.00 2) P162. 531350 030152141070 '$5,509.00 3) $959,603.00 2}-P162 541200 060162141070 $82,386.00 2)P172 531350 030172141050 $67173.00 2) P172 541300- 470172141+050 $98$,391,00 tri omitted fArCiity Manager's Office bk Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A- 'Douglas Rademaker (6157) ATTACHMENTS Ordinancepdf City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 112712004 - Ordinance No. 15848 DATE: Tuesday, January 27, 20014 LOG NAME: 300SCAR RADIO) REFERENCE NO.: **C-19949 SUBJ EET: Appropriation Ordinance and Award of Contract to Oscar Renda Contracting, Inc. for Sanitary Sewer Main 282 Rehabilitation and Water Main Construction for the Radio Shack Campus Area, Phase 1 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $1,143,549.00 from the Water and Sewer Operating Fuad to the Water Capital Project Fund in the amount of $87,985.00, and the Sewer Capital Project Fund in the amount of $1,055,564.00; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $87,985,00, and the Sewer Capital Project Fund in the amount of $1,055,564.00 from available funds; and 3. Authorize the City Manager to execute a contract with Oscar Renda Contracting, Inc. in the amount of $1,039,590.00 for Sanitary Sewer Main 282 Rehabilitation and the construction of 492 linear feet of 16-inch water main for the Radio Shack campus area in the Central Business District of Fart Worth, Phase 1, DISCUSSION: On November 11, 2002 (M&C C-19345), the City Council authorized the City Manager to execute an engineering contract with Carter & Burgess, Inc. to prepare plans and specifications for relocation of approximately 1,700 linear feet of 54-inch Sanitary Sewer Main 272 Band Main 15R in the Central Business District of Fort Worth. This project will provide increased sewer capacity, will reduce odor generation, and increase access to the main lines for routine maintenance activities. The rehabilitation of Sanitary Sewer Main 282 and construction of approximately 492 linear feet of water main was added to this contract to accommodate the expansion of Radio Shack and Pier 1 developments in the downtown area. This project has been divided into two phases to facilitate efficient construction of the project. Phase 2 of the project is under design and will be advertised for bid in April 2004. Phase 1 of this project consists of approximately 561 feet of 48-inch sanitary sewer pipe, three large junction boxes, three deep manholes, earth retention systems, 492 linear feet of water main, fire hydrant and appurtenances. Phase 1 of the project was advertised for bid on December 11 and 18, 2003. On January 8, 2004, the following bids were received: Logname: 300SCAR RADIO Page 1 of 2 Bidder Amount Time of Contract Oscar Renda Contracting, Inc. $1,039,590.00 75 Calendar days John Burns Construction Company of Texas, Inc. $1216,227.00 AUI Contractors, L-P. $1,296,179.00 Oscar Benda Contracting, Inc. is in compliance with the City's MIWBE Ordinance by committing to 20% MIWBE participation. The City's goal on this project is 20°/x. In addition to the contract cost, $31,187.00 is required for possible change orders, and $72,772.00 is required for inspection/survey services. This project is located in COUNCIL DISTRICT 9, Mapsco 67Z. FISCAL INFO'RMATIONXERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation No_ 1 and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. TO Fund/Account/Centers FROM Fund/A+ccountlCentera 1&2k P162 472445 460162141070 $87,985.00 1)PE45 538070 0609020 $87,985.00 1&2,j P 172 472045 070172141050 $1.055,564.00 13 PE45 538070 0709020 $1.055,564.00 2) P162 531350 030162141070 $5,599.00 3)P162 541200 060162141070 $79.987.00 2) P162 541200 060162141070 $82,386.00 31 P172 541300 070172141050 $959.603.00 2) P 172 531350 030172141050 $67,173.00 2) P172 541300 0701.7.2.1.41050 $988,391_.00 Submitted for City Manager's Office by: Marc Ott (8470) Originating Deportment Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) Lognarne. 300SCAR RAD10 Page 2 of 2 TABLE OF CONTENTS 1_ Part A - Notice to Bidders - Comprehensive Notice to Bidders - Special Instructions to Bidders (Water Department) - City of Fort Worth Minority/ Women Business Enterprise Policy 2. Part B- Proposal 3. Part C - Genera( Conditions (Water Department) 4. Part Cl- Supplementary Conditions to Part C — General Conditions 5. Part D - Special Conditions 6. Part DA - Additional Special Conditions 7, HC Beck Special Provisions 8. Part E -Technical Specifications -City of Fort Worth Material (E-1) and Construction (E-2) Specifications (See latest revision from City, Not Included Herein) -Specifications —Water Department (Not included Herein) 9. Vendor Compliance to State Law 10. Contractor Compliance with Worker's Compensation Law 11. Part F Bonds and Insurance (City of 'Fort Worth) -Certificate of Insurance - Performance Bond - Payment Band - Maintenance Bond 12, Part G - Contract (City of Fort Worth) - 13. Appendix A— Easements PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) M/WBE DOCUMENTS NOTICE TO BIDDERS Sealed proposals for the following: For: M-282 SANITARY SEWER REHASIL1TION AND 16"WATERMAIN AT RADIO}SHACK PHASE I WATER PROJECT NO. P162-460162141070 -� SEWER PROJECT NO. P172-060172141050 DEPARTMENT OF ENGINEERING PROJECT NUMBER 3755 Addressed to Mr. Gary W. Jackson, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., January 8, 2004 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fart Worth, Texas. One set of plans and documents will be provided for a non- refundable fee of thirty dollars $30.00 A rnanda'ory pre-bid conference will be held on Monday, December 22, 2003 at 2:00 PM, in the 17`x` Floor Conference Room (Room 178) of the Carter Burgess Building, 777 Main Street, Fart Worth,Texas. The major work on the above referenced project shall consist of the fallowing: T • 105 linear feet of 48-inch sanitary sewer by open cut * 456 linear feet of 48-inch sanitary sewer by slip lining 0 3 sanitary sewer junction structures 1 type "A" manhole 1 tee base manhole 414 linear feet of 16-inch waterline 15 linear feet of 8-inch waterline 1 fire hydrant assembly Bidders shall not separate, detach or remove any portion or segment of sheets from the Contract Documents at any time. Bidders shall submit the complete specifications book or risk rejection of bid. For addit,onal information, please contact Mr. Gopal Sahu, P.E., Project Manager at the City of Fort Worth,at (817)871-7949, or Mr. David Sanford, P.E. Carter& Burgess, Inc. (817)735-6138 Advertising Dates.- December ates:December 11, 2003 December 18, 2003 Fort Worth, Texas NTB-Page 1 r COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the Following: M-282 SANITARY SEWER REHABiLITION AND 16"WATERMAIN AT RADIO SHACK PHASE WATER PROJECT NO, P162-060162141070 SEWER PROJECT NO. P172-060172141050 DEPARTMENT OF ENGINEERING PROJECT NUMBER 3755 Addressed to Mr. Gary W. Jackson, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m_ January 8, 2004, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a non-refundable fee of $30.00. These documents contain additional information for prospective bidders. A mandatary pre-bid conference will be held on Monday, December 22, 2003 at 2:00 PM, in the 17t'' Floor Conference Room (Room 176) of the Carter Burgess Building, 777 Main Street, Fort Worth, Texas. The major work on the above referenced project shall consist of the following; • 105 linear feet of 48-inch sanitary sewer by open cut • 456 linear feet of 48-inch sanitary sewer by slip lining • 3 sanitary sewer junction structures 1 type"A" manhole • 1 tee base manhole • 414 linear feet of 16-inch waterline • 15 linear feet of 8-inch waterline • 1 fire hydrant assembly All bidders will be required to comply with provision 5159 of "Vernon's Annotated Civil Statues" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278. as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. The City reserves the right to reject any and/or all bids and waive any and/or all formalities, Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposal form. 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 contacting the - Department of Engineering at (817'1871-7910. CNTB- Page 1 AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of the contract(s), if made, will be within ninety (90) days after opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders 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 specifications 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-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. 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 MBEIWBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM , PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM with 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. For additional information, contact Mr. Gopal Sahu, P,E., Project Manager with the City of Fort Worth, at (817) 871-7949, or Mr. David Sanford, P.E_ at (817) 735-0138. GARY W. JACKSON GLORIA PEARSON CITY MANAGER CITY SECRETARY Department of Engineering A. Douglas Rademake . Director By Advertising Dates: Manager, Consulting Services December 11, 2003 _177Rick Trice, P.E. December 18, 2003 C NTB - Page 2 SPECIAL INSTRUCTIONS TO BIDDERS 1) PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) -rhe financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status 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 can any Fort Werth 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. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalifiication, 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 to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's 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 wilt automatically disqualify that bidder. 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, white engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement pian or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and I hold City harmfess 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 will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. liquidated damages, city shall make a progress payment in the amount that city deems due and payable. �+ g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 6174911627 PAGE- 2/6 JAN- 16. 2004 tFRI 7 16, 11 QSCARRENDAP.PE ATTACHMENT 1A Pape 1 a4 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME E COMPANY NAME: j 1 Check appffcabTe block to describe prime . o5Cj [ �+�r1rr� c -Irl NG MAP4100E NON-MWOBE PROJECT NAME; + M-282 Sanitary Sower Rshabllftation and 492 LF of 16"Watermairt at Radlo Shack Pha"1 1 94a DATE City's M/W$E�Project Goat: Prlme'e MIWBE Project uulixation: PROJECT{NUMBER 20% c � DOE NO.3745 20 Water Project No. f 1624r601621A1070 ! _ _ Sower Pr2 ect No.P172-0601721410% f Identify all subcontractors/suppliers you will use on this project ails "#l'ii3 rhe, 1n Its tin**, �fft ��" �'��oli►l�f #�titrrn, and.>T���i�e� ley the �cil2nrar�it�g, p ; l jpitit a4lO tefbrre 5:O0p.M.five (5) rt 'tg4,, ,- *Star �f t�st;ri in& �l st Of bid opening date,` ff f 1 4l i"tttrb�ii g rttlraldered nonr+esp ' [ f Mips to enter f1t#t '"� 4� t f `► til `t1 1 �1 l f$;1 klSt4ti in kTl i tl tld) SOO�r,5�h(t' b�A�`d upCar1 L�7iEYC+LFZ�4S�{ �'� i��� �� Crt]1 A# �+� 1�Ci[�h: �}le ilttentler* Xhr 1�l�Nlti l .:it#�f,"Sfi+�,�df proati�hl'!"of facts is �rra��► ��� ��idrt of�lequ�ll�l�n on. vrAllk res�l4t in f ,i1. r 'tiB to bid Cw MMBEs listed toward meeting the project poai must be lacatad in the nine(9)county marketplace or- currently rcurrently doing business in the marketplace at the time of bld- Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Eiiis• Kaufman and Rockwall counties, ltitt1' llae�'.l��r [l: `#?I�r is Level cSf SIf �j f4he p�f;7lsi�t4tpr:i:e,, direct p f�S htfit- m Aho 0,4m- of 461,Pee, .tc� a sf}�ctfnt��� ,��r��x��t '1�#aer, s>�:O�#,Ynni�t?t 4ay a�hcolltraatgr to , Its or fs tar►stbrl dei :; ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certiffcatlon means those firms, located or doing business at the time of bid opening within the Marketplace, that have " been determined to be bonaffde minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA),or the Texas Department of Transportation (TX DOT), highway division. If t14u44Ag sarrvl s are atl6izeet, tho prime,+viii bo iv t1_�r di# 1 :•f5N-as tate lvt'1VVB ihot$d awns and operates at least one fuity licensed and operebonell truck to be used on the Contrwt.' The-M W, BE may lease trucks from anGither&V.W-2E fir M, , irinludirfg M►WBE a0d redeive f4JK NV1W$E credit. The M/IBE ml;V lease trucks f roan nvn�M/WBEsindv&-` owmor*6p6mtum,but Ali only mo lve credit forthe J" and commis ons eomed by the MANEi as-6utt`#b0:;in,-t";yt Isere e i t txtei�t r :AN, 16 2004(FRI) 16 12 0SCARRENDAPIPE 0174911527 PACE. 3/15 ArACHMENT 1A Page 2 Of 4 Wa i Primas are required to identify subcontractorelsu lien regardlessT = !� pp of status; I.e., Minority,Women and non-MANS Please list MM1BE firms ftt,,use additional Sheets If necessary, Certification N (check ane) G SD$CONTRACTORISUPPLIBRn Company Name j N T Detail Detail Addreas a M W c X M Subcontracting Work Supplies Purchased Dollar Amount TelepllaneiPax r a ' S T D W E E R Q 8 C T E A �ks'�pu "�' 77 z�ti -S-%39 c0.3 iM►gnk�r ltd `? e - � �ar►uAc ' 2-c,ooa. roe Gbrc►r�•� S►��1 R�r-. WallA,T1_1101Ca1 l I b%+044 r G L 'j laDD 4!)ib o 1�0�41 QX wl 1 JU0P l sit C-ole.01'7 "7r.04 �t-�_ x4f-S-gto �I -- 74g-7 K - ��4f �; , 04Zlrr for D�.DQ - 3-8`�3j jAX 16. 2004 (FRI) 16. 12 OSCARRENDAFTPE 8174911627 PACE, 4/6 FORT W RTH ATTACHMENT to Page 3or4 Primes are required to identify AL}�subcontraclorslsuppliers,regardless of status;i.e.,Minority.Women and non-MIWSEs. Please list ItA/WSE Orms first,use additional sheets if necessary. Certification r (check one) c SUBCONTRACTORISUPPlIER T r Company Narna } N T Detail t7rntat! Addrass e M W C X I Subcontracting Work Supplies Purchased Dollar Amount w Telaphone/Fax r a to T is i R D t tfi T f A �' . R�Rr�r�t��► � AX 10 VL fb5gfF @t'7 Cvr%4rf-VL CA-In 1, ,Suc 1 /a 1I,R•Q, 114(W l- zZ C44-1 w" cent:PO-�— ram wo►c t Tf 7 to 3 tot- wt" 3-710] 4k►+4b I, 8n —emelt —1 CA 1/04 r rru ,A- .4 16 2004IFRI) 16 1 D^cCARAE41DAPlPE 174411627 FAGS 5/6 ATfACHMENTIA FORT WORTH Page a 414 Total Dollar Amount of MANBE Subcontractors/Suppliers Total Dollar Amount of Nan-M/WBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ f The Contractor will not make additions, deietiont, or substitutions to this certified list without the prior approval G� of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of F contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor 1 shall submit a detaaied explanation of how the requested change/addition or deletion will affect the committedi MIWgE 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, complete and accurate information regarding actual work performed by all subcontractors, including M1V11'FDBE(s) arrangements submitted with the bid. The Offeror also agrees to allow 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 MIWIDSE(s) on this contract, by an author+zed 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 thls ordinance and create a material breach of contract may result In a determinati©n of an irresponsible Offeror and Marred from participating in City work for a period of time not less than one (1) year. ZA— r d sign tem Printed,Signature 4 U 414, eA. Title contact Hamemita(If differCnt) V Al I AJ • Company Mame — Telephone ancVor Fax V- +'s�& epi W� Addraas Email Address City/Stat&Mp Cato IAV. 16 2044 f FA I I t6 13 OSCARI AP I P1 3174911627 PAGE. 6/6 FAX NU. 3o tom os;23At9 Pi "•" rhdJPt . _ _ _ PACE. "I!1 �� �U�I4{�;�JI I�• bU i]�GAR`3�►�AnP1�� ;r USCRRKEN W tokc�?11 i 3mnuary 16,2004 Tot Mm I-Od 101m9017 cbmtow rve&Hquipmtvnt Ina. 14-11 5(nu mpionahip Lime Hauewm,-JX 77067 PA Cky of,Fort Wnrth M-282 Sunitwy %wc�r RaIlAbilitation and 492 LF of 16"�'Wte�1u qt Rsc#1O Chis low is Qecxu'Rjroda CmtracUng, Inc.'s NoUa of Intb1t,efttingemt urr+ r reeaipt oftho OWS4 *ottr Owner,to olmirut Witt: tawp&. muwy t•1UQL for flmhfohing all ri2iU snalziol W mfinhgloi par eon mvt do-vu M- W-tm rind your quotalioo Ru im eat IP#1uc?unt of$115,418,00, ror the abovo refemcod prQE ect. At tlua tfmQ City of FrnmA'arth lwa aali od us tW wo circ tho low rcopormtive bidder and It 14 Lber OWPCr'a Wwrax w award rho asntraW-as soot am PO4SO iz. 71sla IC1tar of intcrtt is YOM a ftoTiz ion to proceed with nmmoary paper work and sWanittals to Midmd by pm, at*iraamium. i'lcm ackmwjo4jM Ckt+r t=olpt of this Nohoe of Tmoatby your 11ignatum below. IF you have gory questi=11S pla"m aall. 6flxem Cltaataw Pipe A 9uppliam,Isla, Ron" Lienar Remdm Contmotlsig, inc, � N r � 3AH. i 5 2404 {FR?} 1 6 :1 1 OaCAA?R£hDAP€PE 6174911627 PAGE, 1/6 OSCARRENDA 04%o CONTRACTING FAX COVER ER SHEET Date; Attn: " M' . -- 1w Company: Fax; _ , � 7�— 7 S<-Y _ — Phone: From: Re: No, of Pages (Including Cover) _ {� If you do not receive all pages clearly please call 817-491-2703, .w OSCAR RENDA CONTRACTING, INC. PIPE DIVISION FAX NO. 817-491-1627 �. 522 BENSON LANE, ROANOKE, TX 76262 JAN. 16- 2004 (FRI) 16711 05CARRENDAPIPE $174914627 PAGE. 1/6 w OSCARRENDA CONTRACTING FAX COVER SHEEN' Date: dn-Lvi Attn: Company: , . ' Fax: Phone: From: Re: -zaz No, of Pages (Including Cover) a A . 6 If you do not receive all pages clearly please cafl 817.491-2703, E AR RENDA CONTRACTING, INC. PIPE AVIS#ON FAX NO, 817-49'1-1827 ENSON BANE, ROANOKE, TX 78252 P, 7 RCV0 - FCl R"I' WCC RTH City of Fort Werth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more,the MIW13E goal is applicable. If the total dollar value of the contract is less than $25,000, the MfWBE goal is not applicable, POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MIWBE) 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 hid. MNVBE PROJECT GOALS I The City's MBEfWBE goal on this project is 20 °/a of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,040 or more, bidders are required to comply with the intent of the City's MIW BE Ordinance by either of the following: 1. Meet or exceed the above stated MIWSE goal,or 2. Good Faith Effort documentation, or; 3. Waiver documentation,or; 4. Joint Venture. w 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. i 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 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 goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MfWBE participation: opening date, exclusive of the bid openin2 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 subcontracting/supplier work: o ening date, exclusive of the bid opening 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 goal. opening date.exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions,please contact the MIWBE Office at (817)871-5104. Rev.5128163 ATTACHMENT 1A Page 1 of 4 FORT WORTS City of Fort Worth Subcontractors/Suppliers Utilization Form PRINCE COMPANY NAME: Check applicable black to describe prime 0,5Ca ,tax, MIWIDBE NON-MIWIDBE * PROJECT NAME: 811)DATE M-292 Sanitary Sewer Rehabilitation and 492 LF of 16"watermain at Radio Shack Phase I 1 Y City's M/WBE Project Goal: Prime's M1wBE Project Utilization: !PROJECT NUMBER DOE NO.3755 20/0 17.�a"�/, water Project No.P162-060162141070 /. Sewer Project No.P112-050172141050 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 noel-responsive to bid specifications. The- undersigned Offeroragrees to enter into a formal agreement with the MN-VBE .fiirm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fork Worth. The intentional and/or knowing misrepresentation of facts is groundsfor consideration of disqualification and will result in the bid being considered non-responsive to bid specifications MMBEs 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. 41 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 151 tier, a payment by a subcontractor to its supplier is considered 2"6 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 DCT), highway division. If hauling services are utilized, the prime will be given credit as long as the MNVBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MIWBE may lease trucks from another M/WBE firm, including MIWBE owner-operators, and receive full MNVBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the MIWBE as.outlined in the lease a reement- y • Rev-5121103 ATTACHMENT 1A F{]RT WO RT H Page r o f 4 Total Dollar Amount of M1WBE SubcontraYtors/Suppliers $ / 7JI, 31 . Q Total Dollar Amount of Non-MMBE Sribcontractors/Suppliers $ ,�� a C) TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 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 i Request for Approval of ChangelRddition. 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 shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MANBE 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, complete and accurate information regarding actual work performed by all subcontractors, including MIW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow 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/VV/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. Authdrizied Sign tune Printed Signature U I Ck pt—A,S,dek+ Title Contact Namefritle(if different) Company Name l Telephone and/or Fax 57-2-Z Som V4b n q, Ct1►�'S Address E-mail Address 12tX1 r,01(?r __hc- W&I I citylState/Zip Date Rev. 5/30103 ATTACHMENT 1A Page 2 of 4 FORTWORTH Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-MIWBEs. Please list MIWBE firms first,use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M w C x M Subcontracting Work 'Supplies Purchased Dollar Amount Telephone/Fax r B B T D E E R. O B f3 C T E r A �'tior a� �rpc rrqu�p� lfb" 16,0 19 9,<,- fly 00 Ln X }Iau a7I&,7x 7-76L? ZLI -583—9 4P 24 oma. 00 .v. 15 5,( '"-w tiQ4-4t 817�-r s'Y 1919 'Bt-7 - Wq-r1Ito b t5►Fri b"+G 5 ,ZWG IJf day-6 2®1 9-0-14, PK w y X l &ANISSI 7�i--7 b"'o 61-1' Z Lf:5-91 a A LK7~ � .AaSvcta.�e.s +�ts�• ptpe, 33g4 Cot]►"+ Rd -,.)`15 VP 14 Sum I f4 ftkehss-, 7X -75- P 1,8g.t atq., S4q-i b� I Q ID 19 o X A r Rev 5f30103 .s FORT _ ATTACHMENT to l — i 5-04p04 : r--'7 ,RCD Page 3of4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.. Minority,Women and non-MNVBEs. Please list MNVBE firms first,use additional sheets if necessary. in Certification f (check one) SUBCONTRACTOR/SUPPLIER T _ r Company Name i N T Detail Detail Address e M w C x I Subcontracting Work Supplies Purchased Dollar Amount Tetephone/Fax r B B R D E E C T E A IPtr- F V1 C49rp1y, laj Q 0 _.A o got X SU 'P1lf'r B [�- +83 - 4403 r .r .4 Rev.5/2V03 ATTACHMENT IC :. Page 1 of 3 FORT Wa RT H ' City of Fart Worth Good Faith Effort Form PRIME COMPANY NAME; /� ` Check applicable block to describe Ci SCA}-+_ 9-e114-1 l�Vt "1'!L C 4t 11 rune PROJECT NAME: MIWIQBE x NON-MlWIpBE M-282 Sanitary Sewer Rehabilitation and 492 LF of 16"Watermain at Radio Shack Phase l 131D DATE City's MfWBE Project Goal: PROJECT NUMBER 20% DQE No. 3755 Water Project No. P162-060162141070 Sewer Pmject No. P 172-060172141050 If you have failed to secure NIIWBE participations and you have subcontracting andlor supplier opportunities or if your DBE participation is less than-the City's project goal, you must complete this form. If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good 'Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. fine (5) City business days after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. rt 1.) Please list each and every subcontracting andlor supplier opportunity}, for the completion of this project, regardless of whether it is to be provided by a MIWBE or non-MlWBE. (DO NOT LIST NAMES OF FIRMS) On Combined 'Projects, list each subcontracting and or supplier opportunity through the 2ndtier. l (Use additional sheets, if necessary) I List of Subcontracting Opportunities list of Supplier Opportunities c.�CrrVG I e I r e.'C 5 ,24N rzonhe 5u r►r� _ I r o.0 t�'n 6se r�.^� Fie � It e.2 s IF C_ >l / -0?W C E ATTACHMENT 1C , I - I Page 2 of 3 2.) Obtain a current(not more than three(3) months old from the bid open date) list of MfWBE subcontractors and/or suppliers from the City's MIWBE Office. Yes Date of Listing I C_No 3.) Rid you solicit bids from M1WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (if yes,attach MfWBE mail listing to include name of firm and address and a dated copy of letter mailed.) N o 4.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? ,C Yes (If yes,attach list to include name of RAMBE firm, ep rson contacted,phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide MfWBE name, date, time, fax number and documentation faxed. NOTE,: If the list of MIWBEs for a particular subcontractingisuppiier opportunity is ten (10) or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of MIWBEs for a particular subcontractingfsupplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (213) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. S.) Did you provide plans and specifications to potential MfWBEs or information regarding the location of plans and specifications in order to assist the MIWBEs? _ Yes No 6.) Submit documentation if MfWBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MIWBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessa , and attach. Company Name I Telephone Contact Person Sco a of Work Reason for Rejection MO V412 S-tZCA_fU11k cck fin,�dManf �iav h r k i� Rev.05130103 ATTACHMENT 1C Page 3 of 3 ADDITIONAL INFORMATION- Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the WWBE(s) listed waslwere contacted in good faith. It is understood that any MIWBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's`MIWBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) SSC i ►d � �ori �r �, 2.703 i Company Name Phone Number Fax Number � �� e�s� ��� �t^t7n k C�r���rrev�i� �bn�•.C�c�5, c.o� 1 Address Email Address Lick.. CitylState/Zip Date Rev-05119103 r OSCARRENDA CONTRACTING t� Attn: MWBE Office Date: January 15, 2004 Company: City of Fort Worth Re: M282 Sanitary Sewer Rehabiiitation 1000 Throckmorton Avenue And 492 LF if 16" Watermain at Fort Worth, TX 76102 Radio Shack Phase I WE ARE SENDING YOU: —X—Attached Under separate cover via overnight mail/regular mail the following items: Sub.Agree. Plans Shop Submittal Change Order Purchase Other Dra% ins Order. Copies Date No. DESCRIPTION 1 M1WBE Subcontractors/Supplier Utilization Form • _ THESE ARE TRANSMITTED as checked below. - __L_ For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints _ For review and comment Signature Remarks & Requests: COPY To: OSCAR RENDA CONTRACTING BY: Frank Renda Vice President 522 BENSON LAME ROAKOKE,TEKAS 76262 811491.2103 FAX 817A91A483 �" www.oscafendaconulcting.com r r r r r r r r r r PART B PROPOSAL r r r PMr r r r r Part B - PROPOSAL (This Proposal mast not be removed from this book of Contract Documents) TO: Mr. Gary W. Jackson ry City Manager City of Fort Worth, Texas FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of a 48-Inch Sanitary Sewer Line, 16-Inch Water Line and all necessary appurtenances and incidents# work to provide a complete and serviceable project designated as- M-282 SANIITARY SEWER REHABILITATION AND 492 LF OF 16"WATERMAIN AT RASIO SHACK PHASE I DOE No. 3755 Water Project No- P162-0601621410707 = Sewer Project No. P172-060172141050 Pursuant to the foregoing "Notice to Bidders", the undersigned bidder having thoroughly examined the contract documents, including plans, special contract documents, the general contract documents, and general specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and the prevailing conditions, hereby proposed to do all the worts, furnish all labor, equipment and material except as specified to be furnished by the city, which is necessary to fully complete all the work as approved in the ptans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposed to do the work within the time stated and for the following SUMS'. (Furnish and install, install all appurtenant work, complete in place, the following items.) B-1 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID SECTION A: SANITARY SEWER 1. 105 L-F. 48" Fiberglass Reinforced Sanitary Sewer Pipe by Open Cut (SN 46) including fittings and concrete blocking SC t til 9 r�—�-E2 FT`s`-— Dollars & N v Cents er L.F. $ 6f3, 2GO r 2. 456 L.F. 48" Fiberglass Reinforced Sanitary Sewer Pipe by Slip Lining (SN 46) pm Dollars & ti a Cents perL.F. $ �. 3. 1 Each Construct Junction Structure fo48" Sanitary Sewer(JB-1) C)Ni- r Dollars & Cents Each $ gG► $ 18C cor 4_ 1 Each Construct Junction Structure for 48" Sanitary Sewer(JB-2) N«G'f.r T4-b+.k�:N Q Dollars & L Cents Each $ 1 5. 1 Each Construct Junction Structure for 90" Sanitary Sewer (JB-3) Dollars & u Cents Each $a,061 $ F B-2 oft mr PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT OR ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 6. 92 V.F. Protective Coating for Junction Structures Dollars & idc` Cents er V.F. $ �a L'C T $7 , 7. 1 Each Type "A"Access Sanitary Sewer Manhole to 6' Depth, including stainless steel insert F-i Ile. Dollars & Cents per Each $5CvX-' 8. 1 V.F Extra Depth for Type "A"Access Sanitary Sewer Manhole in Excess of 6' Depth fi Dollars & y„ H-0 Cents er V.F. $ �V $ ' 9. 1 Each Tee Base Sanitary Sewer Manhole to 6' Depth, including stainless steel insert hli N E T40Lt 5f h;jp Dollars & foo Cents per Each $ M opt.. $ `7 10. 16 V.F. Extra Depth for Tee Base Sanitary Sewer Manhole in Excess of 6' Depth ffLV- *p Dollars & o Cents Per V.F. $ tgo'o VP r B-3 VE am PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 11. 1 L.S. Remove Existing Junction Structure at Sta O+00 �r�� 7�t 4��N i] •� I Dollars & Cents per L.S. $ S e-e� _$ r12. 1 L.S. Remove Existing Junction Structure at Sia 4+55 (JB-439) rTI T4C,� k Dollars & Cents per L.S. so 13. 1 L.S. Abandon Existing Junction Structure (WF-2F) r' T7 ter 1 S 41W[� -- Dollars & pw �t 0 Cents per L.S. 14. 1 L.S. Earth Retention System for JB-1 Dollars & u Cents per L.F. $ � '= 'r 5 15. 1 L.S. Earth Retention System for Abandonment of Existing Junction Structure (WF-2F) Dollars & kk - — Cents per L.S. $2,i0ty B-4 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 16, 1 L.S. Earth Retention System for JB-2, JB-3 rand 48" Cross Connect i v gifts S�A17j rDollars & * itic� Cents per L.S. $ ' otti; $ 1 17_ 32 L.F, Remove Existing 54" Sanitary Sewer Pipe rP-iy F i vF-- Dollars & do Cents per L.F. $ 18. 16 L.F. Remove Existing 30" Sanitary Sewer Pipe TW-e—r-4 T' Dollars & Cents per L.F. $ 2 $ 3 c c~r 19. 1 L.S. Cut& Plug Existing 30" Sanitary Sewer Pipe �+•Ii3 7-H��S��-1� Dollars & -I 6 Cents per L.S. $ J 2�' ' 20. 561 L.F. Post—Construction TV Inspection of Sanitary Sewer Dollars & t•1�; Cents er L.F. 1 $ �' $ /66.5 I s 8-5 r PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 21. 100 C.Y. Misc. Placement of Ballast Stone Dollars & Nu Cents per C.Y. $ `'-+ $ 2zx) 22. 100 C.Y. Misc. Placement of Crushed Limestone Dollars & I� Cents per C.Y. $ $ 22. 10 C.Y. Class "E" Concrete (1500 psi) Dollars & Cents per C.Y. $�2& $ 2bO 23. 10 C.Y. Class "B" Concrete (2500 psi) Dollars & Cents er C.Y_ $ $ 24. 105 L.F. Trench Safety -rte�t Dollars & Cents per L.F. $ © � $ 1 USG'- TOTAL FOR SECTION A- SANITARY SEWER re ,. PAY APPROXIMATE DESCRIPTION OF ITEMS WITH 'RID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID left SECTION B: WATER 1. 414 L.F. 16"Water Pipe (Class 51 Ductile Iron Polyethylene Wrapped) ■► Dollars & Cents per L.F. $ q0 $ 37, :2 ' 2. 15 L.F. 6' Water Pipe Dollars & U Cents er L.F. $97 _ $ 1, 3- 78 L.F. Remove and Relay 16" Water Pipe Gts� t•1t7i��-��.•r-.l Dollars & rki Cents per L.F. $ 4. 1 L.S. Remove and Relay 16" Valve and Vault on 5 -- I Dollars & Cents L.S. $:Zof $ 5. 1.5 TON Cast Iron/ Ductile Iron Fittings Dollars & Cents Ton $ B-7 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 6. 1 Each Fire Hydrant Assembly ffT r-w j1 Dollars & Cents Each $ l $ " 7. 2 Each Connect to Existing 16"Waterline Dollars & L� Cents per Each $ It 6nf'� S. 70 L.F. Concrete Encasement for 16" Waterline Dollars & r — i-tu Cents per L.F. $ � 9. 1 L.S. Brick Walk Trench Repair Dollars & e Cents per L.S. $ 10. 350 S.F. Temporary Asphalt Pavement Repair Dollars & Cents per S.F. $ 3 11. 492 L.F. Trench Safety Dollars & Cents per L.F. $ $ � - TOTAL FOR SECTION B—WATER X79 I1 U B-8 LIST OF DUCTILE IRON FITTINGS FOR WATER. LINE Size of Type of Weight Per Total No, of Fittings Weight Fitting Fitting Fitting (Ibs.) lbs 2 16-inch 450 Bend 380 760 1 16 inch x 6- Tee 515 615 1 16-inch Nonstandard 385 385 Bend 1 16-inch 22.50 Bend 385 385 1 84-inch Valve 55 55 Extension Mechanical 1 16-inch Joint 385 385 Coupling ` 1 5.25-inch Drop Lid 13 13 Total Weight = 2,598 lbs. 1.5 Tons) r I' B_g w Nm BID SUMMARY dw Total Section A (Sewer) pa Total Section B (Water) Total Bid (Section A+ Section B) or .. PW m mm Oft on B-10 PART B - PROPOSAL (cont.) The following table shall be used to indicate 6" pipe used for this project Standardec No. Size ep J�,A _ E1 - 06 3" through 24" E1 - 24 4" through 12" Consult with "City of Fort Worth, Texas Standard Product List" to obtain the GenericfTrade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non- responsive. Only products or methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and wit) defiver an approved surety bond, and such other bands as required by the Contract Documents, for the faithful performance of the contract. -rhe attached bid security in the amount of 5% is to became the property of the Developer, in the event the contract and bond, or bonds, are not executed and delivered within the time above set forth, as liquidated damages for delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents, General Specifications for Water Department Projects dated January 1, 1978, and the Standard Specifications for Street and Storm Water Drain Construction - City of Fort Worth Public Works department, and that he has read ,and thoroughly understands a)f the requirements and conditions of those general documents and these specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any tabor organization, subcontractors or employment agency, in either furnishing or referring employee applicants to the undersigned, are not discriminated against as prohibited by the terms of City Ordinance No. 7278, as amended by City Ordinance No. 7400, The Bidder agrees to begin construction within 10 calendar days after issue of the work order by the City, to complete the contract work within SEVENTY-FIVE (75) calendar days after beginning construction. to w (Complete A. or B. below, as applicable:) .r■ [] A. The principal place of business of our company is in the State of _ -�y5 [] Nonresident bidders in the State of , our principal place of business are required to be percent lower than resident bidders by state law. A copy of the statute is attached. [] Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. [ ] B. The principal place of business of our company or our parent company or majority owner is in the State of Texas Receipt is acknowledged of the following addenda_ p Addendum No. 1 Respectfully submitted, Addendum No. 2 A-Aa �r-AhW c•IL��r�yam, 1 � Addendum No. 3 TITLE �+ ( SEAL ) ff bidder is Corporation_ S7- Z- Pc ja v L v ADDRESS &-qA.niC&. `trx :2&Z.67 r r PART C GENERAL CONDITIONS .1 .IN �ry PART C -GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER 1, 1987 TABLE OF CONTENTS Cl-1 DEFINITIONS C1-1 (1) C1-1.1 Definition of Terms Cl-1 (1) C1-1.2 Contract Documents C1-1 (2) C1-1.3 Notice to Bidders CIA (2) C1-1.4 Proposal C1-1 (2) C1-1.5 Bidder C1-1 (2) C1-1.6 General Conditions CIA (2) C1-1.7 Special Conditions CI-1 (2) CI-1.8 Specifications CIA (2) CI-1.9 Bonds CIA (2) CI-1.10 Contract C1-1 (3) CI-1.11 Plans CIA (3) C1-1.12 City CIA (3) C1-1.13 City Council Cl-1 (3) CI-1.14 Mayor CI-1 (3) C1-1.15 City Manager CI-1 (3) CI-1.16 City Attorney CI-1 (3) C1-1.17 Director of Public Works CIA (3) C1-1.18 Director, City Water Department CIA (3) C1-1.19 Engineer CIA (3) C1-1.20 Contractor CIA (3) C1-1.21 Sureties CIA (4) C1-1.22 The Work or Project CIA (4) C1-1.23 Working Day C1-1 (4) CI-1.24 Calendar Days CIA (4) C1-1.25 Legal Holidays CIA (4) C1-1.26 Abbreviations CIA (4) C1-1.27 Change Order C1-1 (5) C1-1.28 Paved Streets and Alleys C1-1 (5) C1-1.29 Unpaved Streets or Alleys C1-1 (6) C1-1.30 City Street C1-1 (6) C1-1.31 Roadway C1-1 (6) CI-1-32 Gravel Street CIA (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site of Project C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (2) ■• (1) C2-2.5 Rejection of Proposals C2-2 (3) C2-2.6 Bid Security C2-2 (3) C2-2,7 Delivery of Proposal C2-2 (3) C2-2.8 Withdrawing Proposals C2-2 (3) C2-2.9 Telegraphic Modifications of Proposals C2-2 (3) C2-2.10 Public Opening of Proposal C2-2 (4) C2-2.11 Irregular Proposals C2-2 (4) C2-2.12 Disqualification of Bidders C2-2 (4) 0-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3 (1) -• C3-3.2 Minority Business Enterprise/Women Business C3-3 (1) Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (1) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (3) C3-3.9 Failure to Execute Contract 0-3 (3) C-3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's Obligations C3-3 (6) C3-3.13 Weekly Payrolls C3-3 (6) C3-3.14 Contractor's Contract Administration C3-3 (6) C3-3.15 Venue C3-3 (7) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4 (1) C4-4.2 Special Provisions C4-4 (1) C4-4.3 Increased or Decreased Quantities C4-4 (1) C4-4.4 Alteration of Contract Documents C4-4 (2) C4-4.5 Extra Work C44 (2) �• C4-4.6 Schedule of Operation C4-4 (3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 (1) C5-5.2 Conformity with Plans C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (1) C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5 (2) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) (2) .,� 's C5-5.8 Authority and Duties of City Inspector C5-5 (3) C5-5.9 Inspection C5-5 (4) C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4) C5-5.11 Substitute Materials or Equipment C5-5 (4) C5-5.12 Samples and Tests of Materials C5-5 (5) C5-5.13 Storage of Materials C5-5 (5) C5-5.14 Existing Structures and Utilities C5-5 (5) C5-5.15 Interruption of Service C5-5 (6) C5-5.16 Mutual Responsibility of Contractors C5-5 (7) C5-5.17 Clean-Up C5-5 (7) C5-5.18 Final Inspection C5-5 (8) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-6 (1) C6-6.2 Permits and Licenses C6-6 (1) C6-6.3 Patented Devices, Materials, and Processes C6-6 (1) V- C6-6.4 Sanitary Provisions C6-6(1) C6-6.5 Public Safety and Convenience C6-6 (2) C6-6.6 Privileges f Contractor in Streets, Alleys, C6-6 (3) and Right-of-Way C6-6.7 Railway Crossings C6-6(3) C6-6.8 Barricades, Warnings and Flagmen C6-6 (3) C6-6.9 Use of Explosives, Drop Weight, Etc. C6-6 (4) C6-6.10 Work Within Easements C6-6 (5) C6.6.11 Independent Contractor C6-6 (6) C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (6) C6-6.13 Contractor's Claim for Damages C6-6(8) C6-6.14 Adjustment or Relocation of Public Utilities, Etc. C6-6 (8) A C6-6.15 Temporary Sewer and Drain Connections C6-6 (8) C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6(9) ,,. C6-6.17 Use of a.Section or Portion of the Work C6-6 (9) C6-6.18 Contractor's Responsibility for the Work C6-6(9) C6419 No Waiver of Legal Rights C6-6(9) ,., C6-6.20 Personal Liability of Public Officials C6-6 (10) C6-6.21 State Sales Tax C6-6(10) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of The Work C7-7 (1) C7-7,4 Limitation of Operations C7-7 (2) C7-7.5 Character of Workmen and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) C7-7.7 Time of Commencement and Completion C7-7 (3) " C7-7.$ Extension of Tinic Coinpiction C7-7 (3) PW (3) C7-7.9 Delays C7-7 (4) C7-7.10 Time of Completion C7-7 (4) C7-7.11 Suspension by Court Order C7-7 (5) C7-7.12 Temporary Suspension C7-7 (5) C7-7.13 Termination of Contract due to National Emergency C7-7 (6) C7-7.14 Suspension or Abandonment of the Work C7-7 (6) and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7 (8) C7-7.16 Termination for Convenience of the Owner C7-7 (8) C7-7.17 Safety Methods and Practices C7-7 (11) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement Of Quantities C8-8 (1) C8-8.2 Unit Prices C8-8 (1) C8-8.3 Lump Sum C8-8 (1) C8-8.4 Scope of Payment C8-8 (1) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3) C8-8.7 Final Acceptance C8-8 (3) C8-8.8 Final Payment C8-8 (3) C8-8.9 Adequacy of Design C8-8 (4) C8-8.10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (4) C8-8.12 Miscellaneous Placement of Material C8-8 (4) C8-8.13 Record Documents C8-8 (4) " .M *s (4) �, r PART C - GENERAL CONDITIONS CIA DEFINITIONS SECTION C1-I 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: s LL C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained 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 (Sample) White PART B -PROPOSAL (Sample) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS E1-White E2-Golden Rod E2A-White PERMITSIEASEMENTS Blue PART F -BONDS (Sample) White PART G - CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) same as above PART B -PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E- SPECIFICATIONS PERMITSIEASEMENTS PART F- BONDS PART G -CONTRACT PART H-PLANS (Usually bound separately) C1-1 (1) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, 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 CONDITION'S: 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 specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. .� C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be met by all materials, .� construction, workmanship, equipment and services in order to render a completed an useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. 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: elf 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) —� P I 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. r C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately ,. from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein. •9 CI-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City 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 qualified goveming body of the City of Fort Worth,Texas. OM C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. IW- C1-I.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. rCl-1.16 CITY ATTORNEY: The officially 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 official of the City of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. Cl-1.18 DIRECTOR, CITY WATER DEPARTMENT: 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, firm, 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, firm, corporation, supplying labor and materials or only labor, for the work at the site of the project. C l-l.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 fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. Ci-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 6:04 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: T 1. New Year's day January 1 2. M.L. King, Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September t 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Forth Friday in November 8. Christmas Day December 25 , 9. Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on 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) In AASHTO - American Association of State MGD - Million Gallons Highway Transportation Officials per Day ASCE - American Society of Civil CFS - Cubic Foot per low Engineers Second JAW - In Accordance With Min. - Minimum ASTM - American Society of Testing Mono. - Monolithic Materials % - Percentum AWWA - American Water Works R - Radius Association I.D. Inside Diameter ASA - American Standards Association O.D. - Outside Diameter HJ - hydraulic Institute EIev. - Elevation Asph. - Asphalt F Fahrenheit Ave. Avenue C = Centigrade Blvd. Boulevard In. Inch CI - Cast Iron Ft. - Foot CL Y Center Line St. - Street GI - Galvanized Iron CY - Cubic Yard Lin. - Linear or Lineal Yd. - Yard lb. = Pound SY Y Square yard MH Manhole L.F. Linear Foot Max. - Maximum D.I. - Ductile Iron C1-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement rbetween the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface:. 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface,with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1 (5) 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." C1-1.30 CITY 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. CI-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been .S 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. w Ing CIA (6) PM SECTION C -GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2_I 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 Pr "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 opening of bids. r• The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and 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 P 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 pff experience must have been completed not more than five (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 p p �1 P P J state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: 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 r invalidating the unit prices bid or any other requirements of the Contract Documents. t 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 infonnation 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 119 Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to fling 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 constriction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, on the plans are for general infonnation 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 fine, 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 4 C2-2 (2) PW ae of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. OW 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 f, "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 O other bidders may be returned promptly after the canvass of bids. C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly 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. 00 C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for pr 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- 10 consideration requests have been properly filed may, at the option of the Owner, be returned unopened. 10 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 satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2 (3) 114 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 disqualified 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. C) The bidder having performed a prior contract in an unsatisfactory manner. f) 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 Elk 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) ..r r on 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 BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a 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 disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (G) months. C3-3.3 EQUAL 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 rContractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the PR Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. r ,,. C3-3 (1) ow 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 responsive bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the owner in the amounts herein required, the 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. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, in 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) 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344, Acts 56'h 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 BUNDS: 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. r 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 fie 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) k suffer by reason of such failure on the part of the Awardee and shall thereupon immediately by forfeited to the Owner. The filing 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 (I0) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all 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 certificate of insurance for approval. The prime Contractor shall indicate on the certificate of insurance included in r' 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. �. C. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the MW above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). C3-3 (4) r 2. Blasting, prior to any blasting being done. 3. CoIIapse of buildings or structures adjacent to excavation if J � excavation are performed adjacent to same). 4. Damage to underground utilities for$500,000. 5. Builder's risk (where above-pound structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than $250,000 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 Iess than$100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these 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 banding companies with whom the Contractor's insurance and CM (5) a performance, payment, maintenance and all such other bonds are written, shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth. Tarrant County, Texas. Each such agent shall be a duly qualified, 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 damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the fort Worth- Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLLS: A certified 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 ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The ... Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act 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 otthe 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) F0 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 rtime 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. C3-3 (7) PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C44 SCOPE OF WORK 044.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or 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. C44.2 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. C443 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, 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. y„ C44 (1) 14 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. i C445 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 determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. e. The actual reasonable cost of(1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates, (3) materials entering permanently into the project, and (4) actual cost of insurance,bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 14 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 profit, general and all other expense not included in (1), (2), (3), and .� (4) above. The Contractor shall keep accurate cost records on the form and in the method 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. C44(2) ... r Should a difference 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 Q. Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five(5)days before the time for malting 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 PM 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. PM The compensation agreed upon for "Extra Work" whether or not initiated by a "Change Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, r 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 SCHEDULE OF OPERATION. Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the Contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and percentage of completion plotted vertically. The progress charts shall be prepared on 8-112" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. .. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of the first monthly progress payment, the Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on activities (including procurement of rmaterials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Engineer. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. r rC4-4 (3) Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements and completion time. b. The construction progress shall be divided into activities with time durations of approximately fourteen days (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPI. construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner.. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum, be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately .. fourteen (14)days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals 2. Submittal review periods. C4-4 (4) O 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. & Installed equipment and materials testing. 7. Owner's operator instruction(if applicable). ., 8. Final inspection. 9. Operational testing. 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 scheduler) progress and to insure completion of the work within the contract time. If the owner finds the proposed plan not r' acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with rdiligence as will insure its completion within the time specified. r r r r r r r 'r C4-4 (5) PART C -GENERAL CONDITIONS C5-5 CONTROL OF WORT{ AND 'V MATERIALS SECTION C5-5 CONTROL OF WORD AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. 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 fulfillment of the .• Contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, 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 determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due hire under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the owner and Contractor,a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements 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. rC5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to I�I describe and provide for a complete and useful project, and any requirements appearing in i 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 ir rC5-5 (1) Contract Documents, and the owner shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of 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. C5-5.5 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 C5-5 {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 fulfill 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 field office for use of the Engineer, if specifically called for. The field 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. C5-5.7 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. C5-5.8 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 fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have 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. C5-5.9 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 -4 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. C5-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK:All 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 plazas, 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 EQUIPMENT: If the Specifications, law, ordinance,codes or regulations permit 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 C5-5 (4) capable of performing the same function as that specified ; and identifying all variations of the proposed substitute from that specified 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 specific written pennission 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. C5-5.14 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 .. C5-5 (5) Me an all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision 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 notification of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of utilities and their adjustment shall be considered subsidiary work. C5-5.15 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: 1. 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: C5-5 (6) PM "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on Pa 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 RESPONSIBILITY 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 subcontractor 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 P' been sustained, the owner will notify the Contractor, who shall indemnify and save harmless the owner against any such claim. on C5-5.17 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 f" 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 PE 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. WM 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, P0 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 P.• 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 r■ him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5 (7) R., C5-5.18 FINAL INSPECTION: 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 14 days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. C5-5 (8) �, . PART C -GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED-.The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea or misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS, AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such 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) Ma A 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 OR 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 traffic, with specific approval by the Engineer, If diversion of traffic 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 traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in construction ` of the work shall be placed so as not to endanger the worn 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 zs 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) The Contractor shall at all times conduct his operation and use of construction machinery 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. C5-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by 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 five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra 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 l measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under r C6-6(3) construction or being maintained. The Contractor shall furnish watchmen and ]seep 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 Traffic on Highways", codified as Article 6701d Veron's Civil Statues, pertinent section being Section Nos. 27, 29, 30 and 3 L 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 specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re- installed, 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 beer] 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 USE OF EXPLOSIVES, DROP WEIGHT,ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in advance of the use of any C:6-6(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 specified 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. C6-6.1 U WORK WITHIN EASEMENTS: Where the work passes over, through, or into ,,a private property, the fawner 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 r 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 specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project 'w 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 r 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) 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. 06.6.11 INDEPENDENT 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 officer, 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 performing the same, and shall be solely responsible for the acts and omissions of its officers, 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. C6-5.12 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 officers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) PM fa Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants, and employees for property damage no or loss, and/or 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 PS officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, FM contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold han-nless Owner from and against any and all injuries, loss or damages to property of the Owner during the ,w 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 officers, 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 bays after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. rIf 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-final 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-final payment may then be recommended by rthe 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 wnting rsatisfactory tot he Director that: I. 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 final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is .� outstanding as a result of work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation 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`x' day of the month succeeding that in which ant such damage is claimed to have been sustained, the Contractor shall file 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 filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or 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 specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6(8) r r� C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. .. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery *, shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. ,.� When meters are used to measure the water, the charges, if any, for water will be 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 r on estimates and rates established by the Director of the Fork Worth Water Department. C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written 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 deficient 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 I 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 WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver r' 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 mect the requirements of the Contract Documents. C6-6(9) C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and representatives of the City. C6-5.21 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) —� GM PART C- GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS w 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 difficult to fix 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 sequence requested of all construction operations shall be at all times as specified 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 lie has received written approval from the Engineer. Such specification 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.$ 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 E UEPMENT: 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 sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for 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) l r C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as defined in C 1-1.23 "WORKING DAYS" or the date stipulated in the"WORK ORDER"for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. � 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. 1 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 fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time 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. i C7-7{3} 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 final 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 specified 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 specified 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) -� AMOUNT OF CONTRACT AMOUNT OF LIQUIDATED DAMAGES PER DAY Less than $ 5,000 inclusive $ 35.00 $ 5,001 to $ 15,000 inclusive $ 45.00 $ 15,001 to $ 25,000 inclusive $ 63.00 $ 25,001 to $ 50,000 inclusive $ 105.00 $ 50,001 to $ 100,000 inclusive $ 154.40 �. $ 100,001 to $ 504,000 inclusive $ 210.00 $ 540,001 to $ 1,400,404 Inclusive $ 315.40 $ 1,040,041 to $ 2,400,400 inclusive $ 424.40 r $ 2,040,040 and over $ 634.40 The parties hereto understand and agree that any harm to the City caused by the +� Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult 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 Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the 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 indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THETWE OF COMPLETION, and should it be C7-7(5) .q 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 terns of the agreed settlement, which shall include. But not be limited to the payment for all work executed but not anticipated profits 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 sufficient cause. The following, by way of example, but not of limitation, may be considered -� grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b. Substantial evidence that progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C7-7{6} �, C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. C. 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 sus of the suspension order or action of the Cit Council shall be served on the p y 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) In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may detennine, 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 final acceptance and final payment made by the Owner. Mr C7-7.16 TERMINATION 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 'Alq termination is made with just cause as therein stated; and no proof in any C7-7(S) claim, demand or suit shall be required of the Owner regarding such discretionary action B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: I. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; w I 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) 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 Fist 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 terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits> Nothing in C7-7.16(E) hereafter, prescribing 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) 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 r sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be 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 specified 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) r r PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OFQUANTITIES: 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 PF 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 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, ++ machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. r The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finishing costs, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other clauses, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a r 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 ras 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 C5-5.14) 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, r rC8-8(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, r, 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 final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lit and the 5`}' day of each month, the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10th day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars ($100.00) inn amount, 90%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 farms 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 thereof). The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification 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 sufficiency, 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) r C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance AW with the requirements of the Contract Documents. PM C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment 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 modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the rEngineer 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 rcorrections or revisions in the final 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 affidavit as furnished by the City, certifying that; rA. all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in frill, rB. 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. rThe 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. t C8-8(3) 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 specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations 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 modifications thereof, and all alterations thereof. C8-8.14 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 144 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 SUBSIDL4RY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each. bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. SEA 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(4) 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. 4W P OF on C8-8(5) PART Cl SUPPLEMENTARY CONDITIONS TO PART C r. SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS on 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. 4. 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 5th day and 20th day of each month that the work is in progress. The estimate shall be .•0 proceeded by the City on the 10th 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, payment shall be based upon 85% of the net +" voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent(10%). For contracts of$404,040 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. r 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 0-3.11 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 BOLDING" P Revised Pg. l 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 officers, agents, employees, subcontractors, licensees or invitees, whether or not any Such inlury, damage or death is caused in whole or in part by the negligence or alle ed ne21izence of Owner, its officers, servants or employees. Contractor likewise covenants and agrees to indemnify and hold harinless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in_gart by the neelieence or allied ne,Zligence of Owner,its officers, servants or employees. _ _ —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 C44 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C44.3 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. Revised Pg. 2 10/24/02 r r G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL PM INSURANCE RE UREMENTS" a. The City, its officers, 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. i 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 minimum 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. r, 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. PM 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. Pr 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. Revised Pg. 3 10124/02 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. f 11. 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 C5-5.14) 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, copyrigbts, 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. 1. 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 final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 104 percent of the amount of the contract - Revised Pg. 4 10124/02 - r ■ which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. 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 PW that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. PM 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 PM 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. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the 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: Revised Pg. S �, 10124/02 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: 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: Revised Pg. 6 10/24/02 s 1. 50 copies and under- 10 cents per page 2, More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction which must be a 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: a 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. r 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: 4W Upon request,Contractor agrees to provide to Owner complete and accurate information regarding actual worts performed by a Minority Business Enterprise(MBE)and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements, further,any such misrepresentation(other than negligent misrepresentation)and/or commission of fraud will result in the Contractor being .. determined to be irresponsible and barred from participating in City work for a period of time of not less than thee (3)years. Revised Pg. 7 10/24/02 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 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 Section C-1,L. Right to 4 Audit (Rev. 9/30/02) 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. Revised Pg. 8 10/24/02 PART D SPECIAL CONDITIONS 1 r r r r . r r r PART D - SPECIAL CONDITIONS D-1 GENERAL „3 D-2 COORDINATION MEETING.... .............................— -........---.................... ... 003 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............................................................7 ., D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES..........................................................8 D— 8 TRAFFIC CONTROL.....................................................................---........................ 9 D- 9 DETOURS.....................................•--.........................._.................,...........••-•• 9 D- 10 EXAMINATION OF SITE............................................. ................................................9 0- 11 ZONING COMPLIANCE. .......................... --•-..,.......,........,..........................................9 D- 12 WATER FOR CONSTRUCTION.......................•----.---...---,........................................,..9 D- 13 WASTE MATERIAL .....................................................................................................9 D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE 9 D- 15 CONSTRUCTION SCHEDULE AND SCQUENCiNG OF WORK.................................9 D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES.......................... 10 D- 17 BID QUANTITIES...... .............. 10 D- 18 CUTTING OF CONCRETE........................................................................................ 10 D- 19 PROJECT DESIGNATION SIGN ............................................................................... 10 D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT.................................... 10 D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL..............................................a.....-. 11 D- 22 CRUSHED LIMESTONE BACKFILL.......................................................................... 11 �. D- 23 2:27 CONCRETE ...............11 D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ....................................... 11 D- 25 PAVEMENT REPAIR (E2-19) ......................................................... .......................... 12 D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS).............. 12 D- 27 SANITARY SEWER MANHOLES.............................................................................. 13 D- 28 SANITARY SEWER SERVICES................................................................................ 16 D- 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES.............. 16 D- 30 DETECTABLE WARNING TAPES............................................................................. 18 D- 31 PIPE CLEANING.....................,.................................................................................. 18 D- 32 DISPOSAL OF SPOIL/FILL MATERIAL.....................................................................18 D- 33 MECHANICS AND MATERIALMEN'S LIEN ....19 D- 34 SUBSTITUTIONS ...................................................................................................... 19 D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER........... 19 �— D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES........................................22 D- 37 BYPASS PUMPING.................................................................................................-.22 D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER........22 -- D- 39 SAMPLES AND QUALITY CONTROL TESTING.......................................................24 D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL........25 D- 41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ......................26 D-42 PROTECTION OF TREES. PLANTS AND SOIL.....—................................................26 D-43 SITE RESTORATION ................................... .........-------............................................26 D- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST............................................26 D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING...........................................26 D- 46 CONFINED SPACE ENTRY PROGRAM...................................................................26 D- 47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION..........................2+6 D- 48 EXCAVATION NEAR TREES ........................................... ..............................27 D-49 CONCRETE ENCASEMENT OF SEWER PIPE D- 50 CLAY DAM. ......... ......................... ...........................................................................27 D- 51 EXPLORATORY EXCAVATION (D-HOLE)................................................................27 D- 52 INSTALLATION OF WATER FACILITIES 09/12/03 Sc-1 PART D - SPECIAL CONDITIONS 52.1 Polyvinyl Chloride PVC Water Pipe..................... ...27 ............................................... 52.2 Blocking ..........................................•................,.........................................................28 52.3 Type of Casin_q Pipe...................................................................................................28 52.4 Tie-Ins........................................................................................................................28 52.5 Connection of Existing Mains.....................................................................................28 52.6 Valve Cut-Ins ............................................................................................................28 52.7 Water Services. ......................................... ...............................................................28 52.8 2-Inch Temporary Service Line ....................... ..........................................................28 52.9 Purging and Sterilization of Water Lines ....................................................................28 52.101 Work Near Pressure Plane Boundaries......................................................................29 52.11 Water Sample Station............................................ .............................................29 52.12 Ductile Iron and Gray Iron Fittings..............................................................................29 D- 53 SPRINKLING FOR DUST CONTROL............................................... .....................29 D- 54 DEWATERING. ...................................................................,.....................................29 D- 55 TRENCH EXCAVATION ON DEEP TRENCHES.......................................................29 D- 56 TREE PRUNING........................................................................................................29 D- 57 TREE REMOVAL D- 58 TEST HOLES. ................................................•.•.........................................................29 D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING --� CONSTRUCTION ................................... ...30 .. D- 60 TRAFFIC BUTTONS........................................................... .........................30 D- 61 SANITARY SEWER SERVICE CLEANOUTS............................................................30 D- 62 TEMPORARY PAVEMENT REPAIR. ........................................................................301 D-63 CONSTRUCTION STAKES ......................................................................................30 D- 64 EASEMENTS AND PERMITS....................................................................................30 D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ..............................................31 D- 66 WAGE RATES..........................................................................................................31 D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE...................................31 D-68 STORM WATER POLLUTION PREVENTION ..........................................................31 D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS.................. .............. .................31 0-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD ..........................................32 D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION...............................................32 D-72 AIR POLLUTION WATCH DAYS...............................................................................33 09/12/03 SC-2 PART D - SPECIAL CONDITIONS D, Part D shall 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 - T 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: M-282 SANITARY SEWER REHABILITATION AND 492 LF OF 16"WATERMAIN AT RADIO SHACK PHASE FORT WORTH, TEXAS DOE PROJECT NO. 3755 WATER PROJECT NO, P162-060162141070 SEWER PROJECT NO. P172-060172141050 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 and shall govern over any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of 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 shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general - specifications shall govern performance of all such work. 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 0911 2103 SC-3 PART a - SPECIAL CONDTIONS 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 Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place, The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders", The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B, WITHDRAWING PROPOSALS; Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior- to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed 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. 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. 49/12/03 SC-4 PART D SPECIAL CONDITIONS D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. ^- 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 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. 09/12/03 SC-FJ PANT Di - SPECIAL CONDITIONS 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. 1. The contractor shall contractually require each person with whore it contracts to provide services on a project, to- 1. o: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 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. 3. 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 fled 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 -� 09112103 SC-6 PART D - SPECIAL CONDITIONS p^ 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 P, transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-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 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 worm, 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 09112/03 SC-7 PART D - SPECIAL CONDITIONS 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 properly exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities 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. -- Any and all permanent structures such as parking lot surface, fencing, and like structures on either public or private property shall be replaced at no cost to the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. 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 line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. 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. 09/12/03 SC-8 PART D - SPECIAL CONDITIONS D- 8 TRAFFIC CONTROL (N/A) D- 9 DETOURS (NIA) �- 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 (N/A) D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water 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. o 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- 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 worm in an orderly manner and appearance. The City of Fort Worth Department of Engineering shall give final acceptance of the completed project work. D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK 09/92/03 SC-9 PART D •- SPECIAL CONDITIONS Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a —• schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D- 16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES (N/A) D- 17 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 044.3 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- 18 CUTTING OF CONCRETE (N/A) D-19 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The 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 small be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information. For Questions on this Project Call: (817) 871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-20 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, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. 0911 2109 SC-10 PART D - SPECIAL CONDITIONS D-21 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- 22 CRUSHED 'LIMESTONE BACKFILL (N/A) D-23 2:27 CONCRETE (N/A) ' D-24 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 r 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 shalt 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 �r backfilled above the top of the embedment material with Type"C" backfill material. Excavated 1 material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.1. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A 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: Less than 10% passing the #2030 sieve • P.I. r 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. 09112103 SC-1 1 r- PART D - SPECIAL CONDITIONS Sieve Size % Retained 1" 0-10 1/2" 40-75 3/8" 55-90 - #4 90-100 #8 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 methods 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 methods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the - operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all -- trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2)foot e- vertical intervals beginning at a level two (2)feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet, The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-25 PAVEMENT REPAIR (E2-19) (NIA) D-26 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: 0911 2103 SC-12 PART D - SPECIAL CONDITIONS 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 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 the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-27 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 Figure 121. J, 2. WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 09112103 SC-1 3 A PART D - SPECIAL CONDITIONS 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 w entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames .. and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap * between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 144-year floodplain and areas specifically designated on the plans. Certain teed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. ..,, 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 145. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 146 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 0 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 0 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 0 joint sealant on concrete pipe and manhole sections for a ,period of at least five years. B. EXECUTION: - 09112103 SC-14 PART D - SPECIAL CONDITIONS 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. 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. 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. Goat 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 large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 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 118 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. 09/12/03 SC-15 PART D - SPECIAL CONDITIONS 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 hate sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. 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- 28 SANITARY SEWER SERVICES (NIA) D-29 REMOVAL, SALVAGE, AND ABANDONMENT DE EXISTING FACILITIES -~ Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse 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 09r12/03 SC-16 PART D - SPECIAL CONDITIONS -- excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE. Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1,5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E, ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18 below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. 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. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface, 1. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be n 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. 0911"3 SC-1 7 PART D - SPECIAL CONDITIONS K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or A 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, D- 30 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% pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: T e of Utility Color Cade Legends Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as A 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 items). D. 31 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- 32 DISPOSAL OF SPOlUFILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator'), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No_ 13056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A 0.9/12/03 SC-18 PART D - SPECIAL CONDITIONS floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood ,.. plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 33 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D-34 SUBSTITUTIONS The specifications for materials set out the minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor -� has received written permission of the Engineer to make a substitution for the material, which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. if a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the 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- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL. Prior to the reconstruction, ALL sections of existing sanitary sewer Vries 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 fines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-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. 09112103 SC-19 PART D - SPECIAL CONDITIONS Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the darn 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. 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. r. 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: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of -� 09/17/03 SC-20 PART D - SPECIAL CONDITIONS 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 T 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 meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera, The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection bogs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations, 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be fumished 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. ossa eros SC-21 PART D - SPECIAL CONDITIONS THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be incidental to unit paces bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION 'rELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be 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-36 VACUUM TESTING OF SANITARY SEWER MANHOLES (NIA) D- 37 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- 38 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 03112103 SC-22 PART D - SPECIAL CONDITIONS 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 1 satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered 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 emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer r service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. +F 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 09117103 SC-23 PART D - SPECIAL CONDITIONS Engineer, as long as such photographing does not interfere with the Contractor's �- operations, 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual ._ and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are_of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- �. televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for past-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-39 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. 09192103 SC-24 PART ❑ - SPECIAL CONDITIONS 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 r price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his 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 iF- 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 r= 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. t. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. 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. 3. 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. 4. 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. r 09112103 SC-25 rr PART D - SPECIAL CONDITIONS 5. 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. F 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-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES (NCA) D-42 PROTECTION OF TREES, PLANTS AND SOIL (NIA) D-43 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 (6.1) of a foot. D-44 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-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING (NIA) D-46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies, which are discovered at the time of final inspection. 09/72103 SC-26 PART D - SPECIAL CONDITIONS 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection"of PART C - GENERAL CONDITIONS. D-48 EXCAVATION NEAR TREES (N/A) D- 49 CONCRETE ENCASEMENT OF WATER PIPE Concrete encasement of water pipe 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- 50 CLAY DANT 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-51 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-Hale), 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 (0-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-52 INSTALLATION OF WATER FACILITIES 52.1 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). 09112103 SC-27 PART ® - SPECIAL CONDITIONS 52.2 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. 52.3 Type of Casing Pipe (NIA) 52.4 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 s sanitary sewer mains shall be included in the linear foot bid price of the pipe, 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred small be included in the linear foot price bid for the appropriate pipe size. 52.6 Valve Cut-Ins (NIA) 52.7 Water Services (N/A) 52.8 2-Inch Temporary Service Line (NIA) 4 52.9 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 Contractor will furnish all water for INITIAL~ cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. 09/1 22103 SC-28 PART D - SPECIAL CONDITIONS Purging and sterilization of the water lines shall be considered as incidental to the project and all casts incurred will be considered to be included in the linear foot bid price of the pipe. 52.10 Work Near Pressure Piave Boundaries (NIA) 52.11 Water Sample Station (NIA) 52.12 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. D- 53 SPRINKLING FOR DUST CONTROL (NIA) D- 54 DEWATERING .R 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- 55 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-56 TREE PRUNING (NIA) D-57 TREE REMOVAL (NIA) D- 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of ssssssssrock, 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 09112103 SC-29 - PART a - SPECIAL CONDITIONS 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 included in the linear foot bid price of the pipe. D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND A. NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION (NIA) D- 60 TRAFFIC BUTTONS (N/A) D- 61 SANITARY SEWER SERVICE CLEANOUTS (N/A) D- 62 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. This temporary repair shall be rolled to provide a smooth transition between the existing pavement and the temporary repair. The unit price bid under the appropriate bid item of the proposal shall cover all costs for providing temporary pavement repair for all street cuts prior to street reconstruction. D- 63 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- 64 EASEMENTS AND PERMITS 09/12103 SC-30 PAIN D - SPECIAL CONDITIONS The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's 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 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. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING (N/A) .a D- 66 WAGE RATES The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the fallowing rates of wages be paid. (Attached) D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE (N/A) D-68 STORM WATER POLLUTION PREVENTION (N/A) D-fig 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 Wafer 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 09/12103 SC-31 PART D - SPECIAL CONDITIONS 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. -- D-70 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-71 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-weekly 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: 1. 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. -F 2. The Project Manager and the Directors of the Department of Engineering, 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 be provided to r interested individuals will distributed by the Engineering Department's Public Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals.. 09/12/03 SC-32 PART D - SPECIAL CONDITIONS 6. 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. D-72 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 (TCE2), 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 pays 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. r r ew 0911 2103 SC-33 *wr (To be printed on Contractor's Letterhead) Date: -- DOE No: 3176 PROJECT NAAMMain C1C4B Sanitary Sewer Drainage Area Part 15 MAPSCO LOCATION: 76L LE ITS OF CONST.: West of 9h Avenue along FWNM between Rosedale and Oleander Estimated Duration of Construction on your Street : LXX, days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 'WORTH, OUR COMPANY WILL REHABILITATE SEWER LINES ON OR AROUND YOUR PROPERTY. C-ONSTRUCTION WILL BEGIN APPROXIMATELY .SEVEN DAYS FROM THE DATE OF THIS NOTICE. s IF YOU HAVE {QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <-rELEPIIONE NO> OR =- * Mr. <CITY INSPECTORS AT <TELEPHONE NO.> * AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FL YEP HANDY WHEN YOU CALL. PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter (Rough) $13.54 Concrete Finisher-Paving $10.16 �. Concrete Finisher Helper (Paving) $9.70 Concrete Finisher-Structures $13.44 Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving & Curbs $10.25 Form Setter-Structures $9,75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 112 $10.00 �. CY) Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (' 1 112 $11.52 CY) Front End Loader (2 112 CY & less) $9.94 Front End Loader (over 2 112 CY) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator (Fine Grade) $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller, Steel Wheel Plant-Mix Pavements $9.88 Roller, Steel Wheel Other Flatwheel or Tamping $12.12 Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter (Paving) $9.75 Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10.22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 09112103 SC-35 FORTWORTH DOW. DDE NO. ;![XXX Prolm Name.. NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT--OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.. THANK YOU, �_.. , CONTRACTOR PART D - SPECIAL CONDITIONS F TEXAS DEPARTMENT OF HEALTH DEMOLITION 1 RENOVATION ° � NOTIFICATION FORM O NOTE:CIRCLE fTEMS TRAT ARE AMENDED T D H NOTIFICATION#_ - - i 1) Afierneni Contractor; TDH License Number,_ �, Addnfrss: City: State: Zlp: o Office Phone Number-, Job Site Phone Number: e Site Supervisor: TDH License N4mber. U Site Supervisor: TDH License Number. 5 Trained On-Site NESHAP Individual; Certification Date. e Demolition Contractor-, Office Phone Number _ n Address; City: 5tate: ,Zip; I ' yr 2) Project Consultant or Operator. TDH Uunto Number. Mallin Address:__ City: State: Zip: Office Phone Number:(_ i T A 3) Facility Owner: H Attention: P Mailing Address; A Oily: State: Zip; Owner Phone Number "No",Tho lffi,rlco for tho notlflcation No will be sent to the owner of the building and the billing addross for thv Invoice will he D obtained from the Infwmadart that is provided In this sectfon. N 4) Description or t'aciLty Name: E Physical Address: County: City: Zlp: S Facility Phone Number( } Facility Contact Person: H Description of ArwiRcom Number: A Pita Use: Fulure use: P Age of Build ftXaclliV. See` Number of Floors; S&ocl(K-12): D YES 11 NO D 5) Type of Work: Demolition n Rertwwrtion(Abatement) D Annual Consolidated T Work vn"il be during: 'i Day D Evening 0 Night Phased Project b Vescription of vmrk schedufe: H 6) Is this a PaWlt SuRdIng? D VES D NO Federal Facility?lD YES Z NO lndustrial Site?D YES D NO 1 NESHAF-Or4y Facility? Li YES 0 NO is BuildinglVaellity Occupied? ra YES O NO L 7) Notification Type CHECK ONLY ONE V Oflglnal(18 Working Days) r Cancellation n Arnendmc:nt n EmergeneylOrdared i 0 If this is an amendment.which amendment number Is this?_(Enclose copy of original andlor Inst arnandment) I If an emergency,who did you talk+with at T(]H? Enwrgency€i.: a Date and Hour of Emergency(HHrl+dfd)DDfYY'): t; Description of the sudden,unexpected event and explanation of how the event caused unsare conditions or Would cause Q eguip€rrerr!damage(computers.machinery,etc - n 7 D 9) Dascriptfon of procedures to be followed In the event that unexpected asbestos is found or prevousty non-friable Y dst)eestos material becomes crumbled,pulvefized,or reduced to powder; E S 9) was an Asbeatos survey perfogmed? _j YES L NO Date: f f TDH Inspector Uourme No; G Analytical Method:I PLAT ❑TEAI D Assumed TDH Laboratory License No: N (For TAHPA(public building)projects:an assumption must be made by a TDH Licensed Inspector) 10) Description of planned demidition or renovation work,type of material,and method(s)to be used: 11) Description of work practices and engineering controls to be Used to prevent ernlssions of asbestos at the demolihonirertovation: — — -- . 09/12103 SC-37 PART D - SPECIAL CONDITIONS 12) ALL appllcable Ilams in lftt3 following table must be completed: 1F NO ASBESTOS PRESENT CHECK HERE Approximate amount of Cheek unit of measurernwit Asbestos-Containing Building Material Asbestos Type Pipes Surrere area Ln Ln SO SO Cu Cu Ft hi Ft 111 Ft M RACM to be removed RACM NOT removed Interior Category L ne -frfabte nemitved EAarior Cat&wy I non-flub removed Cate2gry I non-friable NOT removed Interior Category 11 non-friable removed Exte6or Catapixy tl non-fr.able removed Cateoqfy 11 non friable NOT removed RACM Off-Facility Componnni 13) Waste Trartsporle+r Name: TUU License Number. Address: City: State. Zltx Contac3 Person: Phone Number: { 1 14) 'Waste Disposal Site Name- Address: C[ty State: Zip: Telephone:f 1_ TNRCC Permit Number. 15) For structurally unsound f8cllltles,attach a copy of derrtolrhen order and identify Governmental Official bekw.. Name: _Registration No: rifle° Date of order(M&VDDiYY) I ! Date order to begin(MMIDWY) l I 16) Srheduled Dates of Astbestm Abatement(NU11701YY) Start I f Complete. I I 17) Scheduled Dates DernolitionfRenovatiron{MXVDDIYY) Start: t I Comptate: f 1 -Nota:it She sten date an this natif e(don con not be mok the TDH Ragtortal or Local Proyrwn offlco MtA the ccrrtactnd by phone prior to the start data. Failure to do so Is a vloWon In attordanco to TAMPA.Section 296.81. I herby eerlify Mat all Irrformatifln I have provided is correct,complete.and true to the best of my kr.awfedge. I acknowledge that I am responsLble fbr all aspects of tete nolircation form,including,but not limiting.content and submissfDn dates. Tho maximum penalty is$10,001)W day Per vko atlon. (Signature of Building OwnerlOperator (Printed tante) (Date) (Telephone) or Delegated ConsuflantlConlraclor) [ l tFax Number) MAIL TO: ASBESTOS 140TIFI€:ATION SECTION TOXIC SLl®STANCES CONTROL DIVISION TEXAS DEPARTMENT OF HEALTH r 'Faxes are not accepted` PO BOX 143538 'Ferns are not acccpted* AUSTIN,TX 79714-3538 PFT,512-834-68W,1-8DO-572-5548 ,Fara►APP-45,doled 07)29AD2.Replaces TDH farm dated 07Yf3109_Fbe assistance in carMl"el5ng form.calf 1-800.572-5548 09112103 SC:-38 1 PART DA ADDITIONAL SPECIAL CONDITIONS PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ........................4 DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE..............................................4 DA-3 PIPE ENLARGEMENT SYSTEM.................................................................................4 DA-4 FOLD AND FORM PIPE..............................................................................................4 DA-5 SLIPLINING................................................................................,................................4 DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT.......................................................4 DA-7 TYPE OF CASING PIPE..............................................................................................4 DA-8 SERVICE LINE POINT REPAIR 1 CLEANOUT REPAIR............................,.................4 DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION...................4 DA-10 MANHOLE REHABILITATION .................................................................................._6 DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION................................6 DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .................6 DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM ..............................................6 DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM ......................................6 - DA-15 INTERIOR, MANHOLE COATING - RAVEN LINING SYSTEM....................................9 DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER...12 DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM....................................12 DA-18 RIGID FIBERGLASS MANHOLE LINERS.................. ..........................,.............12 DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION..............................................12 DA-20 PRESSURE GROUTING ...........................................................................................12 DA-21 VACUUM TESTING OF REHABILITATED MANHOLES...........................................12 DA-22 FIBERGLASS MANHOLES.................................. .......................................I.......12 DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES...................12 -' DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ..................................................12 DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE...........................................12 DA-27 GRADED CRUSHED STONES..................................................................................12 DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE.........................................................12 DA-29 BUTT JOINTS - MILLED ...........................................................................................12 DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX)...................................................12 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER_..............................I.........12 DA-32 NEW 7" CONCRETE VALLEY GUTTER...................................................................13 DA-33 NEW 4" STANDARD WHEELCHAIR RAMP................... ...............13 DA-34 8" PAVEMENT PULVERIZATION .....................................,.......................................13 DA-35 REINFORCED CONCRETE PAVEMENT OR BASE ('UTILITY CUT) ........................13 DA-36 RAISED PAVEMENT MARKERS .......................... ..............13 DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ...............13 DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL.......13 DA-39 ROCK RIPRAP -GROUT-FILTER FABRIC ............................................................13 DA-40 CONCRETE RIPRAP.................................................................................................13 DA-41 CONCRETE CYLINDER PIPE AND FITTINGS.........................................................13 DA-42 CONCRETE PIPE FITTINGS AND SPECIALS..........................................................13 DA-43 UNCLASSIFIED STREET EXCAVATION..................................................................13 DA-44 6" PERFORATED PIPE SUBDRAIN .......................................,................................,13 DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS...................................................13 DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION..............................................13 DA-47 PAVEMENT REPAIR IN PARKING AREA.................................................................13 DA-48 EASEMENTS AND PERMITS....................................................................................13 06/04103 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-49 HIGHWAY REQUIREMENTS ....................................................................................14 DA-50 CONCRETE ENCASEMENT .....................................................................................14 DA-51 CONNECTION TO EXISTING STRUCTURES...........................................................14 DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION................................14 DA-53 OPEN FIRE LINE INSTALLATIONS..........................................................................14 DA-54 WATER SAMPLE STATION.................................................................................,_...14 — DA-55 CURB ON CONCRETE PAVEMENT.........................................................................14 DA-56 SHOP DRAWINGS....................................................................................................14 DA-57 COST BREAKDOWN ...............15 DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY.................................15 DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP..................................................................15 DA-+60 ASPHALT DRIVEWAY REPAIR................................................................................15 DA-61 TOP SOIL..................................................................................................................15 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT.................15 DA-63 BID QUANTITIES ......................................................................................................15 — DA-64 WORK IN HIGHWAY RIGHT OF WAY......................................................................15 DA-65 CRUSHED LIMESTONE (FLEX-BASE) ...................................................................16 DA-66 OPTION TO RENEW................................... .................... ........................................16 DA-67 NON-EXCLUSIVE CONTRACT..................................................................................16 DA-68 CONCRETE VALLEY GUTTER.............. .............................................................._..16 DA-69 TRAFFIC BUTTONS..................................................................................................16 DA-70 PAVEMENT STRIPING..............................................................................................16 DA-71 H.M.A.C. TESTING PROCEDURES..........................................................................16 DA-72 SPECIFICATION REFERENCES...............................................................................16 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICONTROL VALUEAND BOX .........................................................................,..,......,...,.............16 DA-74 RESILIENT-SEATED GATE VALVES .......................................................................16 DA-75 EMERGENCY SITUATION, JOB MOVE-IN...............................................................16 DA-76 1 '/s" & 2" COPPER SERVICES......... .................... ...................... ..........................16 DA-77 SCOPE OF WORK (UTIL. CUT)................................................................................16 DA-78 CONTRACTOR'S RESPONSIBILTY(UTIL. CUT).....................................................16 DA-79 CONTRACT TIME (UTIL. CUT) .................................................................................16 DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT),...............................16 DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT)..................................................16 DA-82 LIQUIDATED DAMAGES (UTIL. CUT)......................................................................16 DA-83 PAVING REPAIR EDGES (UTIL. CUT).................... ..............16 DA-84 TRENCH BACKFILL (UTIL. CUT) ............................................................................17 DA-85 CLEAN-UP (UTIL. CUT) ...........................................,.....,.........................................17 DA-86 PROPERTY ACCESS (UTIL, CUT) ...........................................................................17 DA-87 SUBMISSION OF BIDS UTIL, CUT DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) .,......._........ .............. ...........17 DA-89 CONCRETE BASE REPAIR FOR UNIT 11 & UNIT III (UTIL. CUT) ............................17 DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT).................................... ...................17 DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT)..........17 DA-92 MAINTENANCE BOND (UTIL. CUT).........................................................................17 DA-93 BRICK PAVEMENT (UTIL, CUT)...............................................................................17 DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT)...........................................................17 DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT)..................................,.,...,............17 OCV04103 ASG-2 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-96 REPAIR OF STORM DRAIN(STRUCTURES (UTIL. CUT) .......................................17 DA-97 "QUICK-SET"' CONCRETE (UTIL. CUT)...................................................................17 DA-98 UTILITY ADJUSTMENT (UTIL, CUT)........................................................................17 DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT)..., 17 DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT)..................................17 DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT).......................................,............17 DA-142 PAYMENT (UTIL. CUT) ........................................................................................,17 DA-143 DEHOLES (MISC. EXT.)........................................................................................17 DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.)......................... ...................18 DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) .........................................18 DA-106 BID QUANTITIES (MISC. Ekr.).............................................................................18 DA-107 LIFE OF CONTRACT(MISC. EXT.).......................................................................18 DA-108 DETERMINATION AND INITIATION OF WORK (MISC. REPL.)...........................18 DA-109 WORK ORDER COMPLETION TIME (MISC. REPL.) ...........................................18 DA-110 MOVE IN CHARGES (MISC. REPL.).....................................................................18 DA-111 PROJECT SIGNS (MISC, REPL.)..........................................................................18 DA-112 LIQUIDATED DAMAGES (MISC. REPL.)..............................................................18 " DA-1 13 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) DA-114 FIELD OFjW.......................................................................................................18 0&04103 ASC-3 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS (NIA) DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (NIA) DA-3 PIPE ENLARGEMENT SYSTEM (NIA) DA-4 FOLD AND FORM PIPE (NIA) DA-5 SLIPLINING {NIA} DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT (N/A) DA-7 TYPE OF CASING PIPE (NIA) DA-8 SERVICE LINE POINT REPAIR/CLEANOUT REPAIR (NIA) DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL: 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are fisted on the construction drawings. The structures are to be coated, including interior wail, top and bench surfaces. Protective coating for corrosion r protection shall meet the requirements of this Specification (and items DA-14 and DA-15)and the Manufacturers recommendations and specifications. 2. Description: The Contractor shall be responsible for the furnishing of all labor, -' supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. - 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: 1. Scope: This section governs the materials required for completion of protective coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids fused epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 0610 103 ASC-4 f r PART DA - ADDITIONAL SPECIAL CONDITIONS r3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material. Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Standard Long Term Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. 1 C. EXECUTION: 1, General: Protective coating shall not be installed until the structure is complete and in place. 2. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (112) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. C. After all repairs have been completed, remove all loose material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. b, The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 0&04103 ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS 1} The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods _ acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimum of three (3) hours cure 1 time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, -- shall be paid for separately, as specified in Section DA-10, MANHOLE REHABILITATION. DA-10 MANHOLE REHABILITATION (NIA) DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION (N/A) DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (NIA) DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM (NIA) F DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM A. GENERAL 1. Scope O&V4103 ASC-6 - PART DA - ADDITIONAL SPECIAL CONDITIONS This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-12, DA-13, DA-15, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents, 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half(112) inch specialty cement-based coating material (Quadex QM-1s or Refiner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for {completion of interior coating of manholes. 2. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. 1 Specialty Gement The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials_ 4. Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: 0&04103 ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS Prope Standard Long Temp Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress ASTM D-7901 10,000 psi Flexural Modulus ASTM D-790 550,000 psi 5. Mixing and Handling Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure: that materials are under control at all times and are _ not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and crating installations. _ C. EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be performed at temperatures of 40"F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating _ a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough.. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (112) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 06104103 ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS 4) Spray the urethane onto the manhole wall and benchltrough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by �- the Contractor after operations are complete in accordance with Section DA 21. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-15 INTERIOR MANHOLE COATING - RAVEN LINING S'Y'STEM A. GENERAL 1. Scrape This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section 1. Interior manhole coating shall meet the requirements of this Section, or of Section DA-12, DA-13, DA-14, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes 0&94103 ASC-9 PART DA - ADDITIONAL SPECIAL CONDITIONS Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (112) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes,. 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405, 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible vAth Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5, Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. G. EXECUTION _ 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 06104103 ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the benchttrough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1} The surface preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2} Apply a minimum of one-half (112) inch specialty cement-based product (Quadex CSM-1s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the wails are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the 0&WX3 ASC-11 I PART DA - ADDITIONAL SPECIAL CONDITIONS contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21 --VACUUM TESTING; OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (NIA) DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (NIA) DA-18 RIGID FIBERGLASS MANHOLE LINERS (NIA) DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION {NIA} DA-20 PRESSURE GROUTING (NIA) DA-21 VACUUM TESTING OF REHABILITATED MANHOLES {NIA} DA-22 FIBERGLASS MANHOLES (NIA) DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES (NIA) DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER (NIA) DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (NiA) ■ DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (NIA) _. i DA-27 GRADED CRUSHED STONES (NIA) DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (NIA) DA-29 BUTT JOINTS — MILLED (NIA) DA-30 2" H_M_A.C. SURFACE COURSE (TYPE "D" MIX) (NIA) DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER (NIA) 06/04103 ASC-12 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-32 NEW 7" CONCRETE VALLEY GUTTER (NIA) DA-33 NEW 4" STANDARD WHEELCHAIR RAMP (NIA) DA-34 8" PAVEMENT PULVERIZATION (NIA) DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (NIA) DA-36 RAISED PAVEMENT MARKERS (N/A) DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (NIA) DA-38 LOADING, TRANSPORTATION AND DISPOSAL OF CONTAMINATED SOIL (NIA) -- DA-39 ROCK RIPRAP - GROIN - FILTER FABRIC (NIA) DA-40 CONCRETE RIPRAP (NIA) DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (NIA) DA-42 CONCRETE PIPE FITTINGS AND SPECIALS (N/A) DA-43 UNCLASSIFIED STREET EXCAVATION (NIA) DA-44 6" PERFORATED PIPE SUBDRAIN (NIA) DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS (NIA) DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (NIA) DA-47 PAVEMENT REPAIR IN PARKING AREA (NIA) DA-48 EASEMENTS AND PERMITS Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and permanent, 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 owned property, the easements and construction areas are shown on the pians. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners Involved for the use of,additional property required. No additional payment W11 be allowed for this item. 06104103 ASC-1 3 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-49 HIGHWAY REQUIREMENTS (NIA) DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E (1504 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 for work such as forming, placing, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a watertight seal. j 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, RAKI-Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM. DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (N/A) DA-53 OPEN FIRE LINE INSTALLATIONS (NIA) DA-54 WATER SAMPLE STATION (NIA) DA-55 CURB ON CONCRETE PAVEMENT (NIA) 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 by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts -- between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the 06/04/03 ASC-14 PART DA - ADDITIONAL SPECIAL CONDITIONS job site, fabrication processes and techniques of constriction, coordination of his work with that of r other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation: Pipe, Concrete, Steel Reinforcement, Water Stops, Protective Coatings, Embedment, Backfill, Valves Additional shop drawing requirements are described in some of the material specifications. 3. Address for Submittals - The submittals shall be addressed to the Chief Design Engineer: Gopal Sahu, P.E. City of Fort Worth Department of Engineering 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 Engineer. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (NIA) DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP (NIA) DA-64 ASPHALT DRIVEWAY REPAIR (NIA) DA-61 TOP SOIL (NIA) .� DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT (NIA) DA-63 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 044.3 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. DA-64 WORK IN HIGHWAY RIGHT OF WAY (NIA) 46104143 ASC-15 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-65 CRUSHED LIMESTONE (FLEX-BASE) (NIA) DA-66 OPTION TO RENEW (NIA) DA-67 NON-EXCLUSIVE CONTRACT (NIA) DA-68 CONCRETE VALLEY GUTTER (NIA) DA-69 TRAFFIC BUTTONS (NIA) DA-70 PAVEMENT STRIPING (NIA) DA-71 H.M.A.C. TESTING PROCEDURES (NIA) DA-72 SPECIFICATION REFERENCES When reference is made in these specifications 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 thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICONTROL VALVE AND BOX (NIA) DA-74 RESILIENT-SEATED GATE VALVES Any resilient-seated gate valves supplied for this contract shall conform to Material Standard E1-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the exception of size requirements in sections E-26.1. The valve shall be installed with by-pass, and shall be as manufactured by U.S. Pipe and Foundry, or approved equal. DA-75 EMERGENCY SITUATION, .SOB MOVE-IN (NIA) DA-76 1 %" & 2" COPPER SERVICES (NIA) -� DA-77 SCOPE OF WORK(UTIL. CUT) (NIA) DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) (NIA) DA-79 CONTRACT TIME (UTIL. CUT) (NIA) .� DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (NIA) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (NIA) DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (NIA) DA-83 PAVING REPAIR EDGES (UTIL. CUT) (NIA) 06/04/03 ASC-1 6 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-84 TRENCH BACKFILL (UTIL. CUT) (NIA) DA-85 CLEAN-UP (UTIL. CUT) (NIA) DA-86 PROPERTY ACCESS (UTIL. CUT) (NIA) DA-87 SUBMISSION OF BIDS (UTIL. CUT) (NIA) DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) (NIA) DA-89 CONCRETE BASE REPAIR FOR UNIT II 8". UNIT III (UTIL. CUT) (NIA) DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) (NIA) DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) (NIA) DA-92 MAINTENANCE BOND (UTIL. CUT) (NIA) DA-93 BRICK PAVEMENT (UTIL. CUT) (NIA) DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) (NIA) DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) (NIA) DA-96 REPAIR OF STORM DRAINI STRUCTURES (UTIL. CUT) (NIA) DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) (NIA) DA-98 UTILITY ADJUSTMENT (UTIL. CUT) (NIR) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (NIA) DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL_ CUT) (NIA) DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) This item shall apply for the placement of concrete curb and gutter on H.M.A.C. paved streets. Specification item no. 502 of the City of Fort Worth Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction shall govern this item. DA-102 PAYMENT (UTIL. CUT) (NIA) DA-103 DEHOLES (MISC. EXT.) The Contractor excavates for existing water andlor sanitary sewer main as detailed by work order together with a sketch. The location and dimensions shown on the plans relative to other existing utilities are based on the best information available. Omission from, or the inclusion of utility 06/04103 ASC-17 PART DA - ADDITIONAL SPECIAL CONDITIONS locations on the Plans is not to be considered 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 of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all services encountered. Any damage to utilities resulting from the Contractor's operations, shall be 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 CONSTRUCTION LIMITATIONS (MISC. EXT.) (N/A) DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) Care shall be taken to keep all water extensions clean and free from foreign objects. Chlorinated lime shall be placed in the first joint of pipe of the extension and upon completion of the pipe laying, water shall be introduced slowly for sterilization, after which the extension shall be thoroughly flushed with clean water. Risers shall be installed, as directed by the Engineer, for flushing and for providing sample points for bacteria tests. The water maim extensions of the project shall be tested under normal line pressure and any leaks observed shall be immediately repaired. DA-106 BID QUANTITIES (MISC. EXT.) (NIA) - DA-107 LIFE OF CONTRACT(MISC. EXT.) (NIA) DA-108 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) (N/A) DA-109 WORK ORDER COMPLETION TIME (MISC. REPL.) (NIA) DA-110 MOVE IN CHARGES (MISC. REPL.) (N/A) DA-111 PROJECT SIGNS (MISC. REPL.) (N/A) DA-1'12 LIQUIDATED DAMAGES (MISC. REPL.) (N/A) DA-113 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (N/A) DA-'1'14 FIELD OFFICE (N/A) 06104103 ASC-1$ r r r r r r r ow HC BECK SPECIAL PROVISIONS 1 Note: If there is a contradiction between the City of Fort Worth's Standard Specifications and the FIC Beck Special Provisions, the City of Fort Worth Standard Specifications shall govern. TABLE OF CONTENTS I. Special Provisions.................................................................................... 2 II. Project Personnel ...................................................................................4 Exhibit A "Safety Orientation" .....................................................6 Exhibit B "Safety Policy for Drugs''...............................................9 Exhibit C "Hazard Communication Program"............................. 13 Appendix A "Definitions"............................................................21 Appendix B "Common Hazardous Substances......................... 22 Appendix C "HMIS Ratings"........................................................ 23 III. Zero Accidents Program ...................................................................... 25 IV. Construction Logistics Emergency Action Plan................................. 43 V. Site Logistics Plan.................................................................................48 L SPECIAL PROVISIONS tExcerpted from the EXHIBIT"0",of the HCBeck,LTD.,"SPECIAL PROVYSIONS",Job No.14391,RadioShack Corporate Headquarters.) It is understood by all parties that these documents were originally prepared as part of an agreement between HCBeck and its associated subcontractors. For purposes of the City of Fort Worth project;all references to"subcontractor"should be replaced with "utility contractor"and"HCBeck"replaced with City of Fort Worth an&or the RadioShack Corporation. SCHEDULE: OVERALL CONSTRUCTION SCHEDULE; The overall construction schedule has been prepared for the overall coordination of the Project for the benefit of the City of Fort Worth,RadioShack Corporation, and utility contractor; however it does not attempt to modify the terms of the Contract Documents, nor relieve the utility contractor from monitoring the progress of the work and ordering his materials as required to timely perform and complete his contractual obligations where actual work performance requirements may differ from that depicted or the schedule. Utility contractor shall maintain his work in accordance with the Construction Schedule and any requests for changes must be approved by City of Fort Worth and the RadioShack Corporation. Utility contractor shalt coordinate and cooperate with The City of Fort Worth, RadioShack Corporation, and HCBeck on scheduling of individual deliveries to the jobsite including specific materials and quantities required by the City of Fort Worth to maintain the construction schedule regardless of construction sequence. SITE LOGISTICS: SITE LOGISTICS PLAN:The Site Logistics Plan shows the general layout of the site. All material deliveries,hoisting schedules and site staging must be coordinated in advance with HCBeck jobsile personnel. All access to the Jobsite shall be from Henderson Street. Construction traffic is not allowed on Belknap Street between the hours of 7:00 a.m.- 9:04 a.m. and 4:00 P.M.-6:40 P.M. STORAGE OF MATERIALS: Materials are to be stored in designated storage areas only as directed by HCBeck jobsite personnel, -� PARKING: Parking will be permitted in the designated parking areas as indicated by the Site Logistics Plan or as directed by HCBeck jobsite personnel. PROTECTION OF NATURAL LANDSCAPING: The natural landscaping of the site will be preserved in all areas that are not directly impacted by the construction. Protection fences will be installed to protect the natural landscaping that is not to be disturbed. Parking under trees impacts the well being of the trees and is strictly prohibited. Utility contractor shall inform all his y* employees and second tier utility contractors of the importance of protecting the natural landscaping. PROTECTION OF WETLANDS:Areas of the site are designated to be jurisdictional waters of the U.S.(Wetlands). These areas cannot be disturbed or altered without prior permitting through the Corp of'Engineers. Utility contractor shall not disturb or atter these areas without written permission from the RadioShack Corporation or its designee. DRINKING WATER: Utility contractors will be responsible for providing their own water, ice, cups, etc on site for drinking consumption. HCBeck will not provide any water to utility contractor nor may any water within project site be used for such purposes. FLAGMEN: The utility contractor must provide a flagman for coordination with traffic and the delivery of materials. If required,the utility contractor will need to provide his own crane and flagmen as required for the installation of this scope of work. SITE CLEANUP{STREET CLEANING: Utility contractor shall maintain an orderly site, properly disposing offsite of any excess -- materials, trash, and debris not used for installation purposes. The utility cortractor will ensure that at all times no excess loam/mud or any other debris from his exiting vehicles will be found on public streets or asphalticoncrete drives within the project. Utility contractor wilt need to provide his own dumpster for his scope of work. No excess materials, trash, or debris will be placed in HCBeck dumpsters. REPAIR OF FENCING: Utility contractors will be held responsible for removal and replacement of construction andlor protective fence that interferes with the installation of work included in this agreement. For safety purposes, any fencing removed during the course of the day to facilitate this scope of work shall be reinstalled before the end of the day. Page 2 of 47 initial- "" USE OF ON-SITE ROADWAYS: Utility contractor shall be prohibited from utilizing any new concrete roadways with out prior approval from HCBeck. DESIGNATED AREA FOR STORAGE: HCBeck will provide a designated area for the utility contractor to store materials and equipment. The utility contractor shall reference the Site Logistics Plan for location of storage- CLEAN-UP: GENERAL CLEAN UP: Utility contractor shall maintain and keep all areas of work clean, neat, and orderly at all times. Utility contractor shall perform daily cleanup and will be responsible for removing all debris from the Jobsite and property disposing of such debris. Utility contractor shall provide his own dumpster for trash and construction debris. Location will be coordinated with HCBeck jobsite personnel. HAZARDOUS CHEMICALS: Utility contractor shall properly store all hazardous chemicals and properly dispose of any excess chemicals and containers off site. VII. PROJECT MANAGEMENT: SUPERVISION: Utility contractors shall have a superintendent present on the job at all times. This superintendent must be present at all project Site Coordination Meetings and Jobsite Safety Meetings held by HCBeck on a weekly basis. COMMUNICATION: Utility contractor will furnish HCBeck a 24 hours,7 Days a week contact for their firm. AS-BUILTS: Maintaining accurate'As-built"drawings will be mandatory and all utility contractors shall keep daily field records indicating all changes or existing conditions to be incorporated in the'master'set of as-built documents. SAFETY PERSONNEL: Utility contractor shall employ a full-time competent person safety representative on-site who is r knowledgeable in safety,health, and fire prevention. That person's full time responsibility shall be performing safety,health, and fire prevention services under the direct supervision of Contractor's management. NOTE: 'Competent Person"(as defined by OSHA) and these guidelines "means one who is capable of identifying existing and predictable hazards in the surroundings or working conditions that are unsanitary, hazardous,or dangerous to employees, and who is authorized to take prompt corrective measures to eliminate them," r PW Page 3 of 47 initial: u. PROJECT PERSONNEL (Excerpted from Me EXHIBIT"F",of Nie HC,BECK,LTU„"BROCHURE OF INSTRUCTIONS AND JOB PROCEDURES",Job No.14991,RadioShack Carporatelfeadount+em) I. PROJECT PERSONNEL: Title Name Telephone City of Fort Worth - City of Fort Worth City of Fort Worth RadioShack Corporation Harry Brittan 817.415.1371 RadioShack Corporation Security 817.415.3777 HCBeck Sr. Project Manager Drew Thigpen 817.882.9100 HCBeck Sr. Project Manager Bob Proske 817,882,91 00 HCBeck Project Superintendent Jim Thiilen 817.882.9100 HCBeck Site Superintendent Frank Land 817.882.9100 HCBeck Project Engineer Brent Pilgrim 817.882.9100 II. DIRECTION OF CORRESPONDENCE FLOW —' A. CORRESPONDENCE Document To: Cc; Contracts............................................................City of Fort Worth RadioShack Corporation Payroll, Monthly Requisitions, Invoices, Payments, Insurance, Bonds,etc...........................................................City of Fort Worth General Correspondence, Contract Document, Clarification, Submittals, Change Orders, etc. .......................City of Fort Worth RadioShack Corporation �. Project Schedule, Delivery Dates, Coordination with other contractors City of Fort Worth RadioShack Corporation HCBeck " III. U I ILI T Y CONTRACTOR DAILY REPORI Utility Contractor shall be responsible for completing a daily report form each and every day. The reports shall be w placed in a notebook and maintained by the utility contractor and made available for review to the City of Fort Worth, RadioShack Corporation, and HCBeck. The reports will be filled out as such so that daily manpower,work location, and work accomplished can be verified. See attached sample copy. IV. CONTRACT CHANGES AND PROPOSALS The City of Fort Worth will copy the RadioShack Corporation on any and all utility contractor requests for extensions fi of time. V. WEEKLY PROJECT SITE COORDINATION MEETINGS HCBeck, Ltd. will hold job project site coordination meetings, on a weekly basis. The utility contractor shall have a representative in attendance, ie. a project manager or superintendent. The city inspector having jurisdiction over this Y project is invited to attend these meetings. Minutes will be published after completion of each meeting. VI. PROJECT SCHEDULE Attached is the HCBeck RadioShack Riverfront Campus Project Schedule for the utility contractor's use and coordination. The utility contractor shall provide an overall schedule which reflects his scope of work. The utility Page 4 of 47 Initial. "r contractor shall be familiar with these schedules, and at our project site coordination meetings, shall provide a two week look ahead for his scope of work. The two-week look ahead, shall be used by HCBeck to coordinate site activities. The two-week look ahead shall be discussed for coordination with HCBeck's site work schedules. The jobsite hours are from 7:00 AM to 6:OOPM, Monday through Friday. Work is also performed on Saturdays between the hours of 7:00 AM and 3:OOPM. If the work performed by the utility contractor extends passed these hours, requires special hours, or Sunday work,these times shall be coordinated with HCBeck jobsite personnel. V11. SAFETY This is a City of Fort Worth Project, however, on all HCBeck's projects, safety is of the utmost importance. HCSeck's Corporate Safety Director, Project Managers, Project Administrators, Superintendents, and the Project Engineers, our Construction Safety Specialist Consultant will enforce the safety program for this project. The utility contractor will be expected to comply with safety regulations and practices that have been established and reviewed with them. The utility contractors are urged to make safety suggestions at the project site coordination meetings and the weekly jobsite safety meetings. Weekly safety meetings will be held at the jobsite and all utility contractor jobsite foremen are highly encouraged to attend. The utility contractor is also urged to hold weekly "Toolbox" safety meetings. Unsafe practices shall not be tolerated. a. 1. Utility contractor shall exercise extreme caution and provide adequate protection to prevent his work from damaging all work existing or installed by other trades. 2. Utility contractor shall insure an effective control of operations, stopping if necessary, to insure that the public and other trades not be endangered during the execution of his work. -� 3. The Utility contractor shall exercise extreme caution and special care while conducting operations in the vicinity of stairwells, shafts and hoistways. 4. Utility contractor is to furnish workmen with the proper safety equipment, i.e. safety glasses/goggles, dust masks/breathers, earplugs/ear protection, hardhats, safety lines and lanyards when the work area dictates their use, and equipment as required to comply with OSHA, local, state and federal agencies' regulations with regard to safety. 5. Utility contractor shall be responsible for maintaining all appropriate Material Safety Data Sheets (MSDS) for their scope of work. & All utility contractor jobsite employees will wear lime green safety vest, safety glasses, and appropriate clothing, (boots, long pants, and sleeved shirts.) T 7. The Utility contractor shall provide adequate protection as required for public and private property and shall be responsible for the safely of workmen in accordance with applicable codes, laws and regulations of government agencies of jurisdiction. Any damage caused onsite by the utility contractor's negligence shall be corrected by utility contractor in a manner approved by the City of Fort Worth, RadioShack Corporation, and/or HCBeck. 8. It is mandatory that the utility contractor jobsite employees participate in the on-site safety orientation �.. process. The following Attachments are included for reference and complement ARTICLE 11 of the Agreement entitled(Safety, Governmental Compliance, and Hazardous Materials): Exhibit A- HCBeck's Safety Orientation Exhibit B - HCBeck's Safety Policy Exhibit C- Hazard Communication Program 9. Included with this document the utility contractor will find the exhibits for HCBeck's Safety Orientation, HCBeck's Zero Accidents Program, and the Hazard Communication Program. The utility contractor will read and become familiar with these programs. �. Page 5 of 47 Initial: Exhibit"A" HCBECK'S SAFETY ORIENTATION An Equal Opportunity Employer -- EEO POLICY It is HCBeck's policy to provide equal employment opportunity to all persons without regard to their age, race, color, religion, ancestry, sex, handicap, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program. It is the policy of HCBeck, Ltd. to assure that qualified applicants are employed, and that employees are treated equally during employment without regard to age, race, color, religion, ancestry, sex, handicap, or national origin. SEXUAL HARASSMENT POLICY It is HCBeck's policy to maintain a work environment that is free from sexual harassment. Should such misconduct occur, immediate and appropriate corrective action will be taken. This policy governs all areas of the employment process, including recruitment, selection, employment, transfer, termination, layoff, rate of pay, training, and other s actions affecting personnel. SAFETY ORiENTATION FOR NEW EMPLOYEES The following are some specific safety rules that must be followed by all employees while working on an HCBeck's site. These are not all of the safety rules that you will be required to comply with, but are some of the ones the company feels should be brought to your attention. 1. The supervisor shall provide and require the use of certain protective equipment when necessary for the safety of the employee. 2. Approved hard hats shall be worn at all times while on the construction site. Hard hats shall be worn properly with the bill forward, unless the wearing of eye protection prevents this; as in the case of welders. The bill forward is designed for facial and eye protection from falling objects,dust, etc. 3. Safety glasses will be worn at all times when all the jobs ite. Face shields maybe required in some instances. 4. Lime green safety vests will be required for subcontractor identification purposes. In addition, safety glasses and appropriate work attire will be required at all times. 5. long hair shall be contained under hardhat or net if working where it may be entangled or catch fire while welding or burning with torch. 6. Full length pants, without excessive length or flare bottoms,will be required. Shirts must cover the entire mid- section and the sleeve must cover the entire shoulder. Sleeveless shirts, tank tops, net shirts, halter tops, etc., shall not be worn on the construction site. 7. A serviceable pair of work shoes or boots, made of leather or similar material, shall be worn. Tennis shoes, sandals,and other similar shoes are not permitted. 8. Gambling,fighting,or horseplay shall not be tolerated. 9. Alcohol and Ellegal Drugs-The use or possession of any of the following on company property or the jobsite is expressly prohibited: A. Illegal Drugs ~ B. The abuse of dangerous prescription drugs that would affect a person's working ability. C. Alcoholic beverages D. Firearms or other dangerous weapons -� Page 6 of 47 Initial: Exhibit"A" HCBECK'S SAFETY ORIENTATION An Equal Opportunity Employer EEO POLICY It is HCBeck's policy to provide equal employment opportunity to all persons without regard to their age, race, color, religion, ancestry, sex, handicap, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program. It is the policy of HCBeck, Ltd. to assure that qualified applicants are employed, and that employees are treated equally during employment without regard to age, race, color, religion, ancestry, sex, t handicap,or national origin. SEXUAL HARASSMENT POLICY It is HCBeck's policy to maintain a work environment that is free from sexual harassment. Should such misconduct occur, immediate and appropriate corrective action will be taken. This policy governs all areas of the employment process, including recruitment, selection, employment, transfer, termination, layoff, rate of pay, training, and other .� actions affecting personnel. SAFETY ORIENTATION FOR NEW EMPLOYEES The following are some specific safety rules that must be followed by all employees while working on an HCBeck's site. These are not all of the safety rules that you will be required to comply with, but are some of the ones the company feels should be brought to your attention. .� 1. The supervisor shall provide and require the use of certain protective equipment when necessary for the safety of the employee. 2. Approved hard hats shall be worn at all times while on the construction site. Hard hats shall be worn properly with the bili forward, unless the wearing of eye protection prevents this; as in the case of welders. The bill forward is designed for facial and eye protection from failing objects, dust, etc. ,r 3. Safety glasses will be worn at all times when all the jobsite. Face shields may be required in some instances. 4. Lime green safety vests will be required for subcontractor identification purposes. In addition, safety glasses and appropriate work attire will be required at all times. 5. Long hair shall be contained under hardhat or net if working where it may be entangled or catch fire while welding or burning with torch. 6. Full length pants, without excessive length or flare bottoms, will be required. Shirts must cover the entire mid- section and the sleeve must cover the entire shoulder. Sleeveless shirts, lank tops, net shirts, halter tops, etc., shall not be worn on the construction site. 7. A serviceable pair of work shoes or boots, made of leather or similar material, shall be worn. Tennis shoes, sandals, and other similar shoes are not permitted. 1 8. Gambling,fighting, or horseplay shall not be tolerated. 9. Alcohol and Illegal Drugs -The use or possession of any of the following on company property or the jobsite is expressly prohibited: A. Illegal Drugs B. The abuse of dangerous prescription drugs that would affect a person's working ability- C. Alcoholic beverages D. Firearms or other dangerous weapons r Page 6 of 47 lnitiat " Any person found with any of the above items on the jobsite or reporting for or returning to work under the influence of or with the above, shall be subject to immediate disciplinary action. Without prior notice, searches by authorized persons may be made of an employee's person and/or personal effects while on the jobsite. Any employee refusing to submit to such a search of his/her person or property may face immediate disciplinary action, including suspension or dismissal. 9. Fire Protection - Give proper advance notification when welding or other hazardous operations are to be performed. Have on the scene additional fire protection apparatus as might be warranted by a particular job. Fire extinguishers mounted to the building are not to be used to meet this requirement. A fire extinguisher shall accompany each cutting and welding cart when combustible material is adjacent. 10. Trash shall be disposed of properly in designated containers. Good housekeeping shall be maintained in all work areas. 11. Glass containers{jars, soda bottles, etc.)shall not be brought onto the jobsite. 12. The speed limit on this project is 10 MPH. This speed limit shall not be exceeded. drive slower on rough and -- congested areas. 13. Each employee on a walking/working surface (horizontal and vertical surface) with an unprotected side or edge which is 6 feet or more above a lower elevation shall be protected from falling by use of guardrail rsystem,safety net system or personal fail arrest systems. 14. Power Tools-All power tools and accessories which are not properly grounded or guarded are not allowed on this jobsite.All power tools shalt be checked prior to initial usage on the jobsite by the safety representative or the foreman of the crew using the power tools. All electrical tools, cords, appliances, etc., must comply with applicable OSHA and National Electrical Code Standards. This includes our policy to require twistlocks (California Standard Type) on ail electrical teals and extension cords. 15. All equipment with an obstructed view to the rear must be equipped with an audible reverse signal alarm. Equipment must be maintained in a safe operating condition. 16. Approved metal safety cans shall be used for flammable and combustible liquids. "NO SMOKING NEAR OPEN FLAME" signs and fre extinguisher shall be provided where required. The type of flammable liquid inside each one of these containers shall be identified, i.e., gas, diesel, etc. 17. Hearing protection shall be worn when required. 18. All open holes, excavation, floor openings, open sided floors, etc., shall be properly covered or barricaded. Open sided floors shall be protected by standards rails or perimeter cable. It shall be the responsibility of those removing fall protection to perform their work to reinstall this fall protection if it remains necessary. 19. Compressed gas cylinders shall be secured in an upright position at all times. Valve caps shall be in place when not in use. They shall be transported and stored in accordance with Federal and State standards.. 20. Only vehicles approved by the site manager will be allowed on this project. 21. Ladders and Scaffolds - All scaffolding and ladders brought on this jobsite shall conform to prevailing safety standards or be removed immediately. They shall be inspected by utility contractor's safety representative on a daily basis. 22. Stairways shall be kept clear and protective handrails installed where needed, as determined by the supervisor. NW 23. No material shall be dropped outside the exterior wall of the building where the drop distance is more than 20 feet, unless contained in a chute enclosed on all sides. If the drop distance is less than 20 feet high, the landing area must be barricaded. r Page 7 4f 47 Initial: Material may be dropped through openings in the building, but must be barricaded at least 42 inches high and back E feet or more from the edge of the opening at the landing. 24. All employees must do their share to keep their work site safe. If you need information or instruction on how to .n do your work safely,ask your supervisor for help and do not take any chances. 25. It is HCBeck's policy to provide a healthy and safe place to work, but it takes everyone's effort working together. "RIGHT TO KNOW LAWS" OSHA has recently initiated a hazard communication rule, which basically makes employers responsible for training and informing employees concerning the dangers and safety precautions when handling hazardous chemicals. The Federal OSHA exempts the construction industry, but various states initiated "Right to Know"laws, which include the construction industry. HCBeck, Ltd. has compiled "Material Safety Data Sheets"on substances used on our construction sites. If you would like information on a product used on our sites, request the HCBeck's Superintendent to get you a MSDS from the corporate safety office. Rage 8 of 47 initial. Exhibit B HCBECK'S SAFETY POLICY FOR ©RUGS, - ALCOHOL AND PROHIBITED ARTICLES To help ensure a safe, healthy and productive work environment for the employees of HCBeck, Ltd. and others on company property, to protect company property, and to assure efficient operations, HCBeck, Ltd. has adopted a safety policy on drugs, alcohol and other prohibited articles. It is the policy of HCBeck, Ltd. to maintain it's property and to provide a working environment that is safe for our employees, including others having business with the company, or on company property, and conducive to high work standards. This policy restricts certain items and substances from being brought on or being present on company premises, prohibits company employees and others working on company premises from working with detectable levels of certain drugs, alcohols and other substances which affect employee's ability to perform work safely. The Term "Company premises" or "Company property'", for purposes of this policy, include all property owned, leased, used, or under the control of HCBeck, Ltd., it's affiliates and subsidiaries, including, but not limited to, the jobsite of a customer, structures, buildings, offices, facilities and installations. PROHIBITED ARTICLES: The company prohibits the use, possession, selling, distributing or transporting on its premises, facilities or work places any of the following: a) Unauthorized alcohol beverages, illegal or illicit drugs, including marijuana, mood or mind altering substances, 'look- alike""substances, designers and synthetic drugs, and certain inhalants of abuse, .� b) Equipment and paraphernalia related to illegal drug or substance use. Employees, and others covered by this policy, may maintain on company premises prescription drugs and "over the counter"medications provided: VW a) The prescription drugs are prescribed by an authorized medical practitioner for current use (within the past twelve (12)months)of the person in possession. b) The drugs, both prescription and over-the-counter, are limited to one day's supply, or must be kept in the original container. cy When appropriate, the company may determine, by consulting a medical doctor, if the drug produces hazardous effects that may impair employee's ability to work safely. The company may check with doctors to see if other medications are available which would not impair employee's ability to work safely. POLICY ENFORCEMENT: Because of the importance of this policy, the company will from time to time take steps to ensure that it is being followed, a) Urine and/or blood drug screening tests may be requested by the company of anyone on company property, if reasonable belief is established by immediate supervisor and one other supervisor, b) Urine and/or blood drug screening analyses of company personnel, and others on the company property, who are �.. involved in an on-the-job accident that requires medical treatment. PENALTIES FOR VIOLATING POLICY: Any person found in violation of this policy, or who refuses to submit to a post-accident urine and/or blood drug test, shall be removed from company property and be subject to disciplinary action which could include termination of employment. Any person who, as a result of drug testing and screening is found to have a detectable level of a prohibited drug or substance in their system, will be considered in violation of this policy and will be removed from company premises and will be subject to disciplinary action, up to and including discharge. All utility contractor/supplier personnel and other third parties on company premises will be subject to this policy. Any such individual found in violation of this policy will be subject to removal from the premises. Violation of this policy by utility contractor/supplier employees may also cause cancellation of the contract between HCBeck, Ltd. and such utility contractor/supplier, and may result in the utility contractor/supplier losing the right to do business with HCBeck, Ltd. Abuse of alcohol and drugs is recognized as an illness responsive to treatment and rehabilitation that affects the company as well as society and creates a need for guidelines regarding assistance. Accordingly, when it is determined Page 9 of 47 Inilfak that an employee is suffering from an alcohol or drug abuse problem, efforts will be made to assist the employee using available company and community resources. However, this does not preclude, under the policy, company's right to administer discipline up to and including discharge. PROCEDURES FOR EXAMINATION: Post-Accident Screening Personal Injury: 1. Supervisor should see that employee, supervisor and physician sign and complete the Verification and Consent form. One copy will be attached to the accident report submitted to the corporate level and a copy will be attached to the field accident report. The employee or supervisor will present the treating physician, clinic or medical facility with the remaining copies. The physician will verify that the samples were collected by signing the form and retuming it to the supervisor. A copy will be retained by the physician, clinic or medical facility, and a copy will be given to the inured worker. 2. Utility contractor supervisor to advise doctor or nurse to observe injured worker giving sample. {Ensures proper chain of custody.j 3. Doctor to complete, sign and have injured worker sign "Chain of Custody'form. _ 4. If injured worker refuses to give specimen of body fluid, supervisor is to call the job project manager or superintendent. The utility supervisor is to call utility contractor project manager and/or superintendent to advise again that refusal to submit to drug screen is a violation of HCBeck, Ltd.'s safety policy and refusal will result in permanent removal from job-site. 5. If injured worker continues to refuse to submit to drug screen, advise the doctor or clinic to threat the worker for his injuries. 6. Utility supervisor should return to the project, meet with utility superinlendent and utility project manager, notify local union, if applicable, and prepare termination forms. Cause for termination should state - "Employee refused to comply with written company safety policy." If union personnel, a copy of the termination form will be sent to the local business agent. 7. A copy of this termination form should be attached to the"Employee First Report of Injury" form. B. The doctor should sign all chain of custody documents and ship specimen to designated laboratory. A, 9. The laboratory will run a confirmation test on the sample if the first test indicates a chemical in the system. 10, Copies of any positive tests of drug screens will be sent to the project manager who will immediately terminate the worker. i 1. The results of all drug screens and analyses must remain confidential and discussed only on a "need to know" basis. 12. Utility contractor workers who test positive on post accident screening, will be allowed to take a drug screen test at the worker's expense - sixty (69) days after date of injury or accident. If this test confirms a negative - no drugs in the system - with concurrence of superintendent, project manager, safety director and business agent, worker will be subject to re-hire. 13. Utility contractors who test positive on post accident screens may request a second laboratory to test the original urine specimen at the worker's expense. The worker should have the union business agent, if applicable, the utility contractor who will have the original lab to air express a portion of the original specimen to a certified laboratory for additional tests. If the second lab report test reveals negative, then both tests will be considered negative by HCBeck, Ltd. 14. Any employee who is terminated ander this policy will receive copies of all documents pertaining to termination. Page 10 or 47 Initial: 15. Copies of any positive test of drugs shall be maintained in separate confidential file separate from employees personnel file. False or wrongful termination due to this policy shall be subject to appeal by the terminated employee and employee's Union, through grievances and arbitration with arbitrator's decision binding on both parties. 16. False or wrongful termination due to this policy shall be subject to appeal by the terminated employee and employee's Union, through grievances and arbitration with arbitrator's decision binding on both parties 17. Employees must report ALL injuries IMMEDIATELY to their supervisor, whether the injury requires medical treatment or first aid only. Late reporting of injury may result in denial of claim. Page 11 sof 47 Initial. ter, EMPLOYEE BOOKLET (Signature Page) I have read, understand and received a copy of the nn ame HCBeck, Ltd. Safety Policy on Drugs, Alcohol and Other Prohibited Articles and agree to abide by this policy as a condition of employment. Name: Date: SOCial Security Number: Employer: Witness: Date: Page 12 of 47 Initial: '" Exhibit C HCBECK's HAZARD COMMUNICATION PROGRAM 1. PURPOSE HCBeck's Hazard Communication Program (HCP) has been established to provide employees with information regarding hazardous substances that may be encountered at our projects. The information includes container labeling and other forms of warning, material safety data sheets, and employee training. Our intent is to comply with applicable safety and health regulations established for the industry. Ii. SCOPE A. To provide our employees with information supplied by suppliers regarding the hazards of substances they produce or furnish. B. To communicate with other employers on our project the hazardous substances which they might encounter. C. Any substance which we use on our projects, if used in such a manner that employees may be exposed under normal conditions of use or in a foreseeable emergency, is to be included in the program. D. Our HCP does not apply to: I. Wood. 2. Drugs that are packaged for sale to consumers or intended for personal consumption. 3. Certain consumer products where used in and for the same manner as a consumer. M. DETERMINATION DE HAZARDOUS SUBSTANCES We rely on the supplier to perform evaluations of the substances which they deliver to our project to determine if the substances are hazardous. Page 13 of 47 InitiaF.- HCDECK, LTD TO: All utility contractors and/or Suppliers RD: RadioShack Corporate Headquarters HCBeck Job No. 14991 Hazard Communication Program Dear Sirs: The OSHA Hazard Communication Regulation requires all employers to be in compliance by May 23, 1588. P Under the regulation, each utility contractor is an employer and is required to have his ower Hazard Communication Program (HCP). Our HCP requires you to furnish us with a list of hazardous substances and Material Safety Data Sheets (MSDS) for all hazardous substances you are currently using and which you intend to use on the above referenced project. Please have the list and MSDS information to our office at time of mobilization. Our list and MSDS will be located in our office for your convenience. Sincerely, Nickie Wallace Project Offrce Manager HCBeck, Ltd. Initial: HCBECK, LTD. TO: All Utility contractors and/or Suppliers RE: RadioShack Corporate Headquarters HCBeck Job No. 14991 Request for MSDS Dear Sirs: We have conducted a survey of hazardous substances on the above referenced project. In accordance with OSHA's Hazard Communications Rules and Regulations, you must furnish us Material Safety Data Sheets (MSDS)for our use. Please send an MSDS for the following substances: If you have any questions, please do not hesitate to call our office. Sincerely, Nickie Wallace Project Office Manager HCBeck, Ltd. Page 15 of 47 Initial: HAZARD COMMUNICATION PROGRAM E. GENERAL HCP INFORMATION A. An HGP will be developed and implemented at each project for the health and safety of our employees. -� B. Our HCP organizes, for the employees, information regarding hazardous substances that may be encountered on the project. The information includes Material Safety Data Sheets(MSDS). C. Our HCP provides for labeling each container of hazardous substances. The labels must contain certain information. D. Our HCP provides for methods of informing and training our employees on hazardous substances they may encounter on the project. E. Utility contractors are required under OSHA to have their own HCP. Il. SPECIFIC HCP INFORMATION ON MSDS A. How do we accumulate and organize the MSDS? 1. Each project is required to maintain copies of the MSDS for each hazardous substance which may be encountered.The MSDS must be readily accessible to our employees. 2. Each subcontract requires that a list of hazardous substances and MSDS on hazardous substances that the utility contractor may use be submitted promptly. The project manager is responsible for procuring the information and other information that the utility contractor may deem necessary. The submittal of MSDS should be the first submittal item on the expediting schedule. 3. Any MSDS for a hazardous substance that may be purchased on the project should be procured by the field office manager. If the MSDS is delivered with the substance, the foreman shall give the MSDS to the field office manager, 4. All MSDS must be given to the field office manager for entry into the project HGP. The field office manager will organize the MSDS in the NCP binder by trade as follows: Concrete Toilet Room Accessories Forms Roofing/Sheet metal—Damp proofing—Waterproofing Reinforcing Steel Lath and Plaster Post Tension Painting and Decorating Site work Tile and Terrazzo Masonry Marble and Slate Stonework Floor Covering Pre-cast Concrete Blinds and Drapes Structural Steel Thermal Insulation Miscellaneous Metals Acoustical Tile Ornamental Metals Elevators Rough Carpentry Special Equipment Millwork Mechanical Windows—Doors—Hardware Electrical Drywall Partitions Other Glass and Glazing Window Wall 5_ The field office manager will make and maintain a list of every substance for each of our trades, and each utility contractor or supplier on the project shall supply the field office manager with a list of hazardous substances they will use on the project. The list should be at the front of each MSDS for each specific trade. Page 16 of 47 Initial: 6. Each foreman shall be responsible for notifying the field office manager if a substance is labeled hazardous and an MSDS is not provided with a delivery. If the field office manager discovers that the MSDS was not received prior to the delivery, then he shall immediately request the MSDS from the supplier. 7. The field office manager shall be responsible for updating the MSDS in the HCP Binder as the same are updated by suppliers. X 8, if we buy substances from a retail distributor, then we must request an MSDS from them. The MSDS should be delivered to the field office manager. a. What information should the MSDS contain? 1. The identity used on the label, and a. the chemical name and common name, if a single substance; or b. the chemical and common name(s)of the ingredients if a mixture;or G. the chemical and common name(s) of the ingredients if a mixture has not been tested as a whole, to the extent required by OSHA. 2. Physical and chemical characteristics. 3. Physical hazards of the substance(s), 4. Health hazards and medical conditions which are generally recognized as being aggravated by expose to the substance. 5. The primary route(s)of entry. 6. The exposure limit that may be recommended by the manufacturer. 7. if the substance is a carcinogen. 8. Precautions for safe handling and use. 9. Control measures. 10. Emergency and first aid procedures. 11. The most current date of issue. 12. The name, address, and telephone number of the manufacturer who can provide additional information on the substance and appropriate emergency procedures. lll. SPECIFIC HCP INFORMATION ON LABELING A. What should be labeled? 1. Each container of hazardous substances entering the work place must be labeled, tagged, or marked with the following information: a. Identity of the hazardous chemicals; b. Appropriate hazard warnings; and c. Name and address of the supplier, B. Acceptable alternatives to the labeling procedure above. 1. For solid metal (such as structural steel, miscellaneous iron, ornamental metal, hollow metal, etc.) the label may be given to us only with the initial shipment or with the MSDS. If the label is revised thereafter, thea we should receive a new label, Note: This does not include any hazardous Page 17 of 47 Initial; substances used in conjunction with the solid metal, such as cutting fluids, lubricants, touch-up paint, or other preparatory substances.) 2. Portable containers, into which hazardous substances from labeled containers are transferred, need not be labeled only if the employee who makes the transfer intends to use the chemical immediately. 3. A sign may be acceptable for stationary process containers (concrete pumps, mortar mixers, etc.). Consult the safety department before using this method. C. Never remove a label. IV. SPECIFIC HCP INFORMATION CONCERNING EMPLOYEE INFORMATION AND TRAINING A. Initial information and training of employees. 1. The field office manager will inform each new employee, when they are signed up, of the following information; a. That an HCP is in effect at the project. b. Information about HCP, including the location of our HCP binder; the organization of the MSDS within the HCP; the availability of the MSDS for their use and what information they contain; the manner in which hazardous substances are labeled; and the list of hazardous substances that may be encountered at the project. C. Any operations in their work area where hazardous substances are present. d. We rely on visual appearance or odors reported by those on the project to detect a presence or release of a substance. Inform the employee to immediately report the same to T this appropriate supervisor. e. Various substances that may be encountered may cause physical and health hazards. Inform the employee to consult an MSDS or his foreman if he feels it is necessary. Subsequent Training of Employees 1. The superintendent will inform the employees of any new substances that are being introduced to the project, i.e., "The painting utility contractor will be starting to work this week, so consult the HCP binder and the MSDS if there are any questions." 2. The superintendent will inform the employees at safety meetings at the jobsite of: a. Further details of the hazards of certain substances. b. New methods that might be employed to detect releases. C. Appropriate work practices for certain substances. _ d. The significance of the labels. e. Emergency procedures(if necessary). f. Personal protection equipment to be used. g. The hazards of non-routine tasks. h. The hazards associated with chemicals contained in unlabeled pipes. �- 3. The superintendent will remind employees how our HCP is executed (i.e., where the binder is located,the information contained on a MSDS,and who to ask if there is any questions). C. Other Training 1. Each foreman will be responsible for training the employees under his supervision of the hazardous --• substances and the information on the MSDS for all hazardous substances which the employees may encounter. Page 18 of 47 Initial: V. COORDINATION OF OTHER EMPLOYERS'HCP A. Who is required to have an HCP? 1. Ail contractors and utility contractors. B. How do we coordinate our HCP? 1. The project manager will procure the list of hazardous substances, the MSDS, and other information from all other employers on the project. This information will be given to the field office manager for insertion into our HCP. 2. The field office manager will insert the information into the HCP binder by trade(see II.A.4). The list of hazardous substances should be filed in front of the specific MSDS for that trade. 3. The other employees should be notified that our HCP is located in the field office manager's office and contains our list of hazardous substances, MSDS, and information on our labeling system. 4. Our subcontract requires that each and every utility contractor and his employees attend our weekly safety meetings. The utility contractors and their employees will be informed of the items listed on IV.B.2.a through e. 5. If there is another employer on the project with whom we do not have a contract, then the project manager shall send a copy of the items in 3 above and a notification of the time and place of our safety meetings for such other employer to remain abreast of the items in IV.B.2.a. through e. VI. OTHER HCP INFORMATION A. Definitions of commonly used terms. (Appendix"A") B. A list of hazardous substances commonly found on our projects. (Appendix"B") C. A summary of the hazardous materials rating typically found on MSDS. (Appendix"C") Page 19 of 47 Initial: HCBEC'K, LTD. - CHEMICAL SUBSTANCE MANUFACTURER MSDS Generic Name (Ingredients) Address and Date Dale Grade fume(uf any; Chemical Name&Syn. Name Tetephone Requested Received I Page 20 of 47 Initial: APPENDIX "A" DEFINITIONS HAZARDOUS SUBSTANCES: Any chemical or mixture of chemicals or mixture of chemical(s) with other substances that may be a health or physical hazard. HEALTH HAZARD: A chemical for which there is statistically significant evidence, based on at least one study conducted in accordance with established scientific principles, that acute or chronic health effects may occur in exposed employees. The term "health hazard" includes chemicals which are carcinogens, toxic or highly toxic agents, reproductive toxins, irritants, corrosives, sensitizes, hepatotoxins, hepatotoxins, nephrotoxins, neurotoxins, agents which set on the hematopoietic system, and agents which damage the lungs, skin, eyes, or mucous membranes. PHYSICAL HAZARD: A chemical for which there is scientifically valid evidence that it is a combustible liquid,a compressed gas,explosive, flammable, an organic peroxide, an oxidizer, pyrophoric, unstable (reactive), or water-reactive. SUPPLIER: A chemical manufacturer, distributor, importer, or material supplier who provides hazardous substances on our project. EMPLOYER: A person or company engaged in a business where chemicals are either used, distributed, or produced for use or -� distribution, including a contractor or utility contractor. �` Page 21 of 47 initial. APPENDIX"B" SOME OF THE HAZARDOUS SUBSTANCES COMMONLY FOUND ON CONSTRUCTION PROJECTS Acetone Motor Oil Additives Acetylene Gas Muriatic Acid (hydrochloric acid) -- Adhesives Naphtha (coal tar) Aluminum Etching Agent Nitroglycerin Ammonia Oxalic Acid Anti-freeze Ozone Arsenic Compounds Paint Remover Asbestos Paint Stripper Asphalt (Petroleum) Fumes Paints/Lacquers Benzene (and derivatives) Particle Board Bleaching Agents Pentachlorophenol Carbon Black Photographic Developers and 'Fixers Carbon Monoxide(in cylinders) Photogravure Ink(copy machine) Caulking Sealant Agents Plastics Caustic Soda (Sodium Hydroxide) Polishes for Metal Floors Chromate Salts Propanol Chromium Putty Cleaners Resins, EpoxylSynthetics Cleaning Agents Sealers Coal Tar Pitch Shellac Coatings Solder, Flux(zinc chloride,fluorides,etc.) Cobalt Solder,Soft(lead, tin) Concrete Curing Compounds Solvents * Cresol Sulfuric Acid Cutting Oil (oil mist) Thinner, Paint/Lacquer De-emulsifier for oil Tin Diesel Gas, Diesel Oil Transite " Drywall Turpentine,Gum Spirit, Oil of Turpentine Dusts(brick, cement block) Varnishes Enamel Waterproofing Agents ._ Etching Agents Waxes Ethyl Alcohol Welding Rods Fiberglass, Mineral Wool Wood Alcohol Methanol Foam Insulation Wood Preservative Freon 20, R20(and others) Xylene Gasoline (petrol, ethyl) Zinc Glues Graphite Greases Helium(in cylinders) Hydraulic Brake Fluid Hydrochloric Acid Hydrogen (in cylinders) Inks Insulations Iron Kerosene Lead Lime(calcium oxide) Limestone Lubricating Oils Lye (sodium hydroxide potassium hydroxide) Magnesium Metals(aluminum,nickel, copper, zinc, cadmium, iron, etc.) Methanol (methyl alcohol) Methyl Ethyl Ketone (2-butanone) Page 22 of 47, Initial: APPENDIX "C" SUMMARY OF HMIS RATINGS €. HEALTH HAZARD RATING 0 MINIMAL HAZARD No significant risk to health. 1 SLIGHT HAZARD Irrigation or minor reversible injury possible. 2 MODERATE HAZARD Temporary or minor injury may occur. 3 SERIOUS HAZARD Major injury likely unless prompt action is taken and medical treatment is given. 4 SEVERE HAZARD Life-threatening major or permanent damage may result from single or repeated exposures. Note: Use of an asterisk (") or other designation indicates that there may be chronic health effects present. See safety file on the product_ •- II. FLAMMABILITY HAZARD RATING 0 MINIMAL HAZARD Materials that are normally stable and will not burn unless heated, 1 SLIGHT HAZARD Materials that must be preheated before ignition will occur. Flammable liquids in this category will have flash points (the �. lowest temperature at which ignition will occur) at or above 200°F (NFPA Class IIIB). 2 MODERATE HAZARD Material that must be moderately heated before ignition will occur, including flammable liquids with flash points at or above 100"F and below 200"F (NEPA Class II and Class IIIA). 3 SERIOUS HAZARD Materials capable of ignition under almost all normal temperature conditions, including flammable liquids with flash points below 73°F and boiling points above 100°F, as well as liquids with flash points between 73°F and 100°F (NFPA Class 1 B and 1 C). 4 SEVERE HAZARD Very flammable gases or very volatile flammable liquids with flash points below 73°'F and boiling points below 1010°F (NFPA Class 1A). III. REACTIVITY HAZARD RATING 0 MINIMAL HAZARD Materials that are normally stable, even under fire conditions, and will not react with water- 1 SLIGHT HAZARD Materials that are normally stable but can become unstable at high temperatures and pressures. These materials may react with water, but they will not release energy violently- 2 MODERATE HAZARD Materials that, in themselves, are normally unstable and will readily undergo violent chemical change but will not detonate. These materials may also react violently with water. 3 SERIOUS HAZARD Materials that are capable of detonation or explosive reaction �- but require a strong initiating source or must be heated under confinement before initiation, or materials that react explosively with water. 4 SEVERE HAZARD Materials that are readily capable of detonation or explosive decomposition at normal temperature and pressures. IV. CHRONIC EFFECTS INFORMATION Chronic health effects that are not rated because of the complex issues involved and the lack of standardized classifications and tests. However, based on information provided on the MSDS, the presence of chronic effects may be indicated by(1) use of an asterisk(')or other designation after the health hazard rating corresponding to other information that may be available or (2) use of written warnings in the white section of the HMIS label. V. PERSONAL PROTECTIVE EQUIPMENT The "X" in the personal protection black indicates that the type of personal protection required when working with this material will be the decision of the custom ensu pervisor. STATEMENT OF ACCEPTANCE We have read Exhibits A, B and C, and will accept and comply with the requirements set forth. Utility contractor Name City of Fort Worth BY: BY- NAME: TITLE: DATE: Page 24 III, RADICISHACK RIVERFRONT CAMPUS "ZERO ACCIDENTS PLAN" (Excerpted from the EXHIBIT "I", of the HCBeck, Ltd "ZERO ACCIDENTS SAFETY PLAN", Job No. 14991, Radioshack Corporate Headquarters) Table of Contents 9. ZERO ACCIDENTS OVERVIEW 3 HAZARD PREVENTION AND CONTROL 4 REQUIRED SAFETY TRAINING,ORIENTATION AND AWARENESS TRAINING 5 PROJECT SAFETY TEAM 8 JOB SITE EMERGENCY MANAGEMENT ASSIGNMENTS 7 PROJECT NOTIFICATION AND CONTACT SHEET 8 OSHA PROJECT INSPECTIONS 8 PROJECT SAFETY REVIEW 9 Aerial Lifts and Scissors Lifts 9 Concrete and Masonry Construction 9 Confined Space 9 Cranes 10 Demolition 10 Electrical—Lockout and Tag Out, Cords and Temporary Lighting 10 Emergency Action Plans 11 Emergency Exits 11 Fall Protection and Perimeter Protection 11 Fire Protection 12 Flammable and Combustible Liquids 12 Hazardous Communication 12 Housekeeping (clean-up requirements) 13 Inspections 13 Ladders 13 Liquids-Corrosive and Caustics _ 14 Lockout and Tagout 14 Machine Guards 14 Medical Services and First Aid 14 Motorized Equipment and Vehicle Safety 14 Personal Protective Equipment—Jab Specific 15 Powder-Actuated Tools 15 Safe Plan of Action's (SPA) 15 Scaffolding is Signs, Signals, and Barricades 15 Stairways 16 Steel Erection 17 Task Safety Awareness (TSA) 17 Tool Safety 17 Traffic Control 17 Trenching, Excavation and Pier Holes 17 Welding and Cutting Procedures 18 DRUG SCREEN PROGRAM 18 SAFETY INCENTIVE PROGRAM 19 JOB SITE EMERGENCY MANAGEMENT PROCEDURES 20 GENERAL PROCEDURES IN THE EVENT OF AN ACCIDENT 20 ACCIDENT REPORTS AND INVESTIGATIONS 20 I SEQUENCE OF EVENTS FOR INJURY ACCIDENTS 21 I SEQUENCE OF EVENTS FOR OTHER ACCIDENTS 22 Attachment"A"— RadioShack CLIP forms and documents Attachment"B"-- HCBECK, Ltd. forms, checklists and permits Page 25 i ZERO ACCIDENTS OVERVIEW OBJECTIVES To control the exposure and prevent the failures that causes injuries, illness, fatalities, or equipment damage or destruction of any property at the RadioShack Project and to provide site-specific guidelines for compliance with Contractor Controlled Insurance Program (CCiP). GOALS To enable and encourage each Subcontractor engaged on this project to perform safely and profitably by planning and managing each day's activities with the objective of attaining "zero accidents". SCOPE The zero Accidents Project Safety Plan is established to identify existing and potential hazards related to construction activities during construction of the RadioShack Corporate Headquarters. The RadioShack CCIP Construction Safety Standards are used as a reference guide in meeting certain requirements and administrative procedures for all Subcontractors on site. The Zero Accidents Project Safety Plan is a supplementary document to all HCBECK, Ltd., Governmental rules, codes and regulations, and does not negate, abrogate, alter or otherwise change any provisions of these rules, codes and/or regulations. It is intended to supplement and assist in enforcing the individual program of each Subcontractor and to coordinate the overall safety effort. It is understood that the ultimate responsibility for providing a safe working environment is with each individual Subcontractor. Safety is considered to be an integral part of planning and managing each and every construction operation. Each level of Subcontractor shall be held accountable for attaining the safety objectives set forth by in the contract documents and as deemed necessary and appropriate. The Federal Occupational Safety and Health Act(OSHA)as well as other applicable federal, state, local and Contractor requirements promulgated in the interest of safety and health are required by law and by your R contract. Any Occupational Safety and Health Act (OSHA), as well as other applicable federal, state, local and Contractor requirements are considered minimum standards. Subcontractors will provide sufficient materials and equipment to employees to ensure a safe and productive project. The provisions of this document shall be strictly enforced. Non-compliance with safety standards shall be treated the same as non-compliance with any contract item. Non-compliance may result in Subcontractor dismissal. Page 26 -- HAZARD PREVENTION AND CONTROL Where feasible, workplace hazards are prevented by effective design of the jobsite or project.Where it is not feasible to eliminate such hazards, they must be controlled to prevent unsafe and unhealthy exposure. Elimination or control must be accomplished in a timely manner once a hazard of potential hazard is recognized. Specifically, as part of the Zero Accident Plan each employer shall establish Subcontractor specific procedures to correct or control present or potential hazards in a timely manner. These procedures could include measures such as: • Using engineering techniques where feasible and appropriate • Establish at the earliest time safe work practices and procedures that are understood and followed by all affected parties. • Using administrative controls, such as reducing the duration of exposure and providing personal protective equipment when engineering controls are infeasible. • Maintaining the project and equipment to prevent equipment breakdown, • Planning and preparing for emergencies, and conducting training and emergency drills, as needed, to ensure that proper response to emergencies will be second nature for all persons involved. The effectiveness of the safety program depends upon active participation and sincere cooperation of all Subcontractors and their employees, and the coordination of their efforts in carrying out the following basic .�. responsibilities. • Planning all work to eliminate or control the potential for personal injury, equipment or property damage, or the loss of productive efforts. This is accomplished by the preparation of a Safe Plan of Action (SPA) —' which describes in detail the methods and means the Subcontractor(s) plans to utilize to control actual and potential hazards related to the contracted work. SPA's are to be completed, documented and Bled on site for each activity. SPA's are subject to audit and review, -� • Establish and maintaining a system for early detection and correction of unsafe practices and conditions by following the simple Task Safety Analysis (TSA) procedure. The TSA emphasize proper work procedure, personal protective equipment and mechanical guards. TSA's are to be completed by supervisors prior to any hazardous or change in construction activity. TSA's are to be completed prior to a the start of any hazardous work,documented and filed on site. TSA's are subject to audit and review. SAFETY TRAINING AND EDUCATION Subcontractors are responsible for ensuring that all employees are properly trained in the recognition and avoidance of unsafe conditions in the workplace. Employees must be trained in the following areas including, but not limited the following: • Use of poisons, caustics, or harmful substances. Use of flammable liquids, gases, or toxic materials. • Recognition and avoidance of unsafe conditions and use of safety equipment and materials. Daily review of Task Safety Analysis (TSA). Regulations applicable to the work environment to control or eliminate hazards or exposures to illness or injury(i.e. entry into confined or enclosed spaces)_ -� REQUIRED SAFETY TRAINING, ORIENTATION AND AWARENESS TRAINING All RadioShack Corporate Headquarters Project workers will be required to attend the RadioShack Project safety orientation at the time of employment, or arrival on this job site. The orientation must be complete prior to starting work. The orientation includes: • View HCBECK, Ltd. Safety Orientation Video and"Reliance on Safety"video_ • View the RadioShack Corporate Headquarters Project video. • Review job site Zero Accident Safety Plans and CCIP Construction Safety Standards. • Review Hazardous Communication Log (MSDS sheets)and "Right to Know". • Sign Orientation Certification and receive copies of Project Safety orientation for new employees and Safety Policy on Drugs, Aicohol and other Prohibited Articles. ■ Go through job specific training as required: Ladder, Scaffold Use and Fall Protection training. Page 27 • All employees will be issued a numbered hardhat sticker that must be worn on the right side of the hardhat, directly above the ear. • Safe Plan of Action training and Task Hazard Analysis training. • Task Safety Analysis(TSA) training. Subcontractors are required to conduct weekly Tool Box meetings which review the scope of work, tools, s equipment and/or environment that employees are exposed to. Each Subcontractor is required to submit two copies of its company's Safety Program and Hazard Communication Program. One copy will be kept at the Safety Trailer for reference and review. The second copy will be made available to employees on site. Prior to starting work, each Subcontractor and its safety supervisor, and Project Manager shall attend a pre- construction safety meeting with HCBECK, Ltd. Project Management and the CCIP Safety Team. One of the purposes of this meeting is to review the contents of this document and the RadioShack Construction Safety Standards and Zero Accident Plan. Each Subcontractor is responsible for completing and documenting a Task Safety Awareness (TSA) meeting, on a daily basis, with its employees before work activities begin. TSA's shail cover all activities that will be performed on that day. All TSA's will be documented and filed onsite for review by HCBECK, Ltd. Each Subcontractor is responsible for completing the Monthly Summary of Subcontractor Injuries Report and forwarding it with its pay application to HCBECK, Ltd. Subcontractor safety supervisors and field superintendents are required to have minimum safety training. The training requirements are outlined In the RadioShack Corporate Headquarters Project CCIP Orientation Handout. Supplemental training will be provided as needed for employees violating safety standards. Supplemental training will be conducted at the Safety Trailer and will cover the following topics: Fall Protection, Scaffold User training, Ladder User training, PPE and other topics as necessary. PROJECT SAFETY TEAM Everyone who comes on to this job site will be a member of the Project Safety Team. Safety Meetings will be held each Monday morning and all personnel on site are required to attend. Safety Meetings will be conducted in both English and Spanish. HCBECK, Ltd. Safety Representative, AON Construction Loss Control Consultants, Zurich Loss Control Consultants and a safety representative from each Subcontractor on site will perform frequent site safety inspections and loss control audits. Each Subcontractor is required to perform daily safety inspections and document violations and corrective measures. DUTIES AND RESPONSIBILITIES See RadioShack Corporate Headquarters Project CCIP Construction Safety Standards for specific Subcontractor duties and responsibilities. RadioShack Project Manager Safety Administrator Section 1.5 A. 1-2 RadioShack Construction Manager Safety Coordinator Section 1.5 B. 1-6 Subcontractors Safety Representatives Section 1.5 C. 1-13 Employees/Craft Personnel Section 1.5 D. 1-2 The Project Safety Team that will fill specific roles and responsibilities are listed below. The Team will be comprised of HCBECK, Ltd.'s project staff as well as Subcontractor personnel. Review Accident Reports:....................... ............................... HCBECK, LTD.-CSS, Inc Conduct Safety Meetings:....................................................... HCBECK, Ltd.-Superintendent Obtain Subcontractor's Safety Program: ................................ CSS. Inc. Page 28 Obtain all MSDS Sheets: ........................................................CSS, .Inc. ON Keeping MSDS File Current:................................................... CSS, Inc. Establish Location of Emergency Room:................................ Onsite First-Aid Trailer-CSS, Inc. Pre-Construction Job Site Safety Walk:.................................. HCBECK, LTD.-CSS, Inc. Pre-Construction Job Site Document Review:........................ HCBECK, LTD.-CSS, Inc. Provide Accident Report Kits: _................................ ...............AON I Zurich Establish a Plan to involve Subs:......................... .................. HCBECK, LTD. and CSS RadioShack Project Site Safety Committee............................ One employee from each Subcontractor �— Conduct Weekly Site Inspections: .......................................... One employee from each Subcontractor Audit compliance with CCIP Safety Program ......................... Complete Safety Services, Inc. Monitor/Update Zero Accident Safety Plan............................. CSS, Inc. and Safety Committee Post-Project Zero Accident Review: ...... ................................ Project Staff, CSS, AON &Zurich Page 29 JOB SITE EMERGENCY MANAGEMENT ASSIGNMENTS Responsible Person Alternate Emergency Team Manager HCBeck, Ltd. Person(s) Qualified and CSS Utility Contractor Responsible For Administering First Aid Call for Ambulance, Fire or HCBeck, Ltd. Utility Contractor Police Notification of Corporate Crisis HCBeck, Ltd. Team Securing Accident Site HCBeck, Ltd. Utility Contractor Directing_Emergency Traffic HCBeck, Ltd. Utility Contractor .� Securing Job Site HCBeck, Ltd. Evacuation of Job Site (if HCBeck, Ltd. required) Job Site Communications HCBeck, Ltd. Utilq Contractor Accompany Injured Person to Utility Contractor Hospital Responsible Person Accident Site Investigation HCBeck, Ltd. Utility Contractor Photographing Site HCBeck, Ltd. Utility Contractor Interviewing Witnesses HCBeck, Ltd. Notification of Injured Employees Utility Contractor Family Notification of Project Owner's HCBeck, Ltd. Rep. Communications to Media HCBeck, Ltd. Contacting OSHA (if required) HCBeck, Ltd. Utility Contractor Contacting Insurance Company HCBeck, Ltd. Utility Contractor OSHA Inspection Representative HCBeck, Ltd. I Utility Contractor IN CASE OF EMERGENCY CALL 911 Non-Emergency Phone Numbers Fire: 817-922-3000 Police: 817-335-4222 Ambulance: 817-922-3150 Project Address: 524 M.Henderson St. Fort Worth,76142 -R Page 30 Notifications and Contacts Person Company Title Office# Ext Mobile# - Drew Thigpen HCBECK, Ltd. Sr. Pro ect Manager 817.882.9100 107 Bob Proske HCBECK, Ltd. Sr. Project Manager 817.882.9100 106 Jim Thillen HCBECK, Ltd. Sr. Project manager 817.882.9100 120 .r Frank Land HCBECK, Ltd. Gen. Superintendent 817.882.9100 122 Tim Kuykendall CSS Safety 877.253.6766 OSHA INSPECTION AND INVESTIGATIONS The utility contractor is not authorized to permit an OSHA inspection. HCBECK, Ltd. shall authorize any OSHA inspection. Each Subcontractor is required to familiarize himself with HCBECK, Ltd.'s OSHA Inspection Guideline, The OSHA inspection guidelines are available in the HCBECK, Lid. Safety Manual. The HCBECK, Ltd. Safety Manual is attached to each executed contract. HCBECK, Ltd, will monitor all OSHA inspections. A HCBECK, Ltd. representative will participate in all aspects of the OSHA inspection. PROJECT SAFETY REVIEW The following items are identified as speck Critical Safety Issues for the RadioShack Corporate Headquarters K- Project. Aerial Lifts and Scissors Lifts • All personnel operating an aerial lift shall wear fall protection harness and shock absorbing lanyard. • Designated operator must inspect all equipment prior to use. Inspections must be documented. Aerial lifts must be operated in accordance to manufactures'and OSHA guidelines. • Scissors lifts must be operated in accordance to manufactures'and OSHA guidelines. • All equipment guards, gates and safety equipment must be in place prior to operation. • Extension cords and other electrical cords shall be protected against damage. Cords shall not be run over by lifts. Concrete and Masonry Construction Concrete buckets shall not be over filled. Concrete buckets shall not be flown over workers. �. . All exposed and protruding rebar that presents a hazard shall be covered or bent over. • Vertical forms shall be supported and secured prior to employee climbing or accessing forms. • Positioning devices and fall protection harnesses shall be used at all times while on vertical forms. .f Troweling machine safety devices must be operational while equipment is being used. Confined Space A confined space is considered "any space large enough to bodily enter, has a limited means of entry and egress, and is not designed for continuous occupancy:'. • Subcontractor's superintendent or foreman will consult with Safety Administrator prior to work in any area designated as a confined space. y, . All confined spaces will be monitored for atmospheric and mechanical hazards prior to entry. + All confined spaces will be monitored prior to entry. After monitoring, the space will be designated as Permit Required, Non-Permit Required or Alternate Permit Required. • A Confined Space Entry Permit will be completed prior to working any crawl space, manhole or other confined space. + During any work in a confined space, an attendant will be stationed at the opening to observe the work. Fan{s} will be used to ensure adequate ventilation. Temporary lighting or repair of existing fixtures will provide lighting_ • All Permit Required confined space work must have a rescue/standby team available in case of emergency. Page 31 • Each Subcontractor must submit a copy of confined space program and documentation of employee training prior to confined space entry. • All confined space teams must have at least three members at all times. • Any other area deemed to be a confined space will be handfed on a"case by case"basis with the Safety Administrator. Crane issues • SETUP. Caution tape barricades will be erected at the counter weight swing limits of the crane to prevent bystander traffic. Any overhead power lines will be flagged on the ground for additional visibility_ • An independent inspection will be performed after set up is complete of all cranes assembled on site. w The person providing the post erection inspection cannot have been involved in the erection or delivery of the crane assembled onsite. A copy of the inspection report will be provided to HCBECK, Ltd. before the crane is authorized for use. • Insurance certificates and annual inspection certificates must be filed with the Project Manager prior to use of any crane onsite. • Tower cranes must be inspected by an independent inspection service prior to being placed in service. ■ Crane operators, spotters and/or flagmen will meet each morning for a safety review meeting prig to working in cranes. • CRANE OPERATORS SHALL BE SUBJECT TO RANDOM DRUG SCREENS EACH MONTH. " • Rigging, Slings & Lifting: Only trained employees shall perform rigging, slings, ropes, cables and chokers. These will be visually inspected prior to each use. • Operation: The crane operator will be responsible for inspecting the crane on a daily basis. A Crane and Rigging Checklist will be completed daily. • The crane operator,is responsible to ensure all loads are properly rigged and all loads are balanced prior to hoisting load. Loads shall not be lifted without tag lines. • Cranes with outriggers must have all outriggers fully extended and padded at all times while crane is in use. • Crane spotter or flagmen will wear high visibility traffic vest during crane operations. • Crane operator shallbe in radio contact with flagmen at all times. • Load charts and rated capacity must be visible and easily accessible. • Ail cranes will have a horn or other audible-signaling device. • Crane spotter or flagmen will assist the crane operator in determining the stability of load prior to being flown. Demolition • All demolition must be conducted under the supervision of a competent person. ■ Fall protection must be in place and used when necessary prior to demolition at or near an edge with a fall greater than six feet. Fire protection shall be provided during demolition, -- • Dust protection and prevention steps shall be taken during demolition. Warning signs and barricades shall be posted securing the area prior to starting demolition. A charged fire protection hose shall be used as primary fire protection during primary demolition. All employees working in and/or around demolition work shall wear high visibility vest. Electrical - Lock Out/ Tag Out, Cords and Temporary Lighting s, • Electrical Subcontractors will be instructed to maintain a Lock Out/ Tag Out system to insure proper safety in regards to electrical panels and other electrically energized areas. ■ The Lock Out/Tag Out policy will be explained periodically in the weekly safety meeting. • Only qualified electricians will perform work on electrical systems. • All employers using temporary power will provide GFIC devices for employees. The electrical Subcontractor will be responsible for inspecting and testing temporary power daily and submitting a report to the HCBECK, Ltd. Superintendent. • When feasible GFCI breaker shall be used to provide GFCI protection at temporary electrical panels. • Copies of daily electrical inspections shall be posted on temporary electrical boxes. ■ Extension cords will be marked for company identification. All extension cords will be checked for damage and for correct size and gauge on a monthly basis. All extension cords must be heavy-duty type. • NO FLAT EXTENSION CORDS WILL BE ALLOWED ON SITE. Page 32 i • All electrical cords must be inspected prior to use. Any cord found in defect shall be taken out of service .. and removed from the site immediately. • Temporary lighting must be inspected daily and repaired as needed. Temporary lighting shall not be wired into or through circuits protected by GFCI. • All temporary electrical and extension cords must be rated heavy-duty use. r Hot electrical work will not be allowed unless Subcontractor completes and file a Method Of Procedures (MOP) pian with HCBECK, Ltd. prior to starting work. Emergency Action Plans • Emergency escape plans will be posted at each building (when enclosed) and each trailer exit. Emergency escape plans will have clear instructions on how to evacuate the area. • Each Subcontractor shall have documented procedures to account for all employees in the event of an emergency or evacuations including a common muster point. • Emergency Action Plan (EAP's) covers situations such as fire, flood, tornadoes, earthquake, civil disturbance, illness or injuries, workplace violence and chemical exposure. • EAP's must include emergency procedures reporting and training, location of alarms, evacuation routes and procedures, and accounting of personnel. • Each Subcontractor shall assist with the RadioShack Project EAP. • HCBECK, Ltd. shall be responsible for calling additional emergency services if necessary. Emergency Exits - Building and Trailers • All exits will be marked with a posted sign. When required, signs will be illuminated. • All exits will be kept clear of material and debris at all times. • A fire extinguisher will be posted at ail exits and stairways, Fall Protection and Perimeter Protection Fall protection is required 100% of the time. • All perimeter edges will be protected with a guardrail system, with a top rail at 42", mid rail at 21" and a toe board, with standards at 8'centers. Wire rope guardrails shall be secured with minimum of two clamps on each end. Supplemental fall protection (anchor point) shall be provided by each Subcontractor. Anchor points must be engineered and certified to hold 5,000 lbs. (Homemade anchor devices will not be allowed). • The utility contractor superintendent will inspect guardrailson a daily basis, and each inspection will be documented in an inspection log. ... • During construction of basement walls OSHA approved walk boards and rail systems will be used. All openings in the floor will be covered and secured or a guardrail system will be used. • During work on the roof, the roofing Subcontractor will use the monitoring system. • A monitor when used must wear a high visibility vest that indicates he is the monitor. • The Utility contractor employees must be trained in the proper use of fall protection equipment prior to use. • Each employee who has to climb or be tied off above six foot will use safety body harnesses and shock absorbing lanyard. • Warning line and monitor systems must be used during roof work when guardrails and personal fall protection equipment are not feasible. • Monitors must wear a high visibility vest and have no other activities while monitoring, • ANY VIOLATION OF THE FALL PROTECTION REQUIREMENTS WILL BE CAUSE FOR IMMEDIATE REMOVAL FROM THE PROJECT, Fire Protection • One ten-pound ABC fire extinguisher will be located on a wooden stand (painted red) for every 100 feet of travel or 3,000 square feet of the building. Each site fire extinguisher will be marked for its location In the building. • Site fire extinguishers will be inspected weekly and each inspection will be documented in an inspection log monthly, • Each Subcontractor will provide an additional ten-pound ABC fire extinguisher near all cutting torches and welding machines. • During any welding or cutting operation a Fire Watch employee will be required. Page 33 • A Cutting and Welding Permit is required for each welder and/or torch. • A Fire Protection and Prevention Checklist will be completed on a weekly basis and filed with the Safety ..� Trailer. • The utility contractor will provide additional fire protection when performing hot work in any area near grass, accumulated trash or other combustible materials. Flammable and Combustible Liquids • All containers must be labeled with contents and utility contractor's name. • All containers must be OSHA approved for flammable liquids or other products. • No flammable material or liquid shall be stored inside the building. These must be stored at least 20 feet 1 from the exterior of the building. • All storage areas must have fire protection equipment and be maintained in neat and orderly manner. • In the event of fire notify a supervisor before attempting to extinguish any fire. • Temporary heating devices must be approved and used in a well-ventilated area. A work area using temporary heating devices must be monitored for permissible exposure limits for carbon dioxide or other possible atmospheric contaminates. • Any storage of flammable material must have an additional fire extinguisher_ • Any on-site fuel storage container must have spill containment system. Utility contractor spilling any hazardous material on the project will be responsible for clean up and removal. —` Hazard Communication • Utility contractor are required to provide training on the project Hazard Communication Program. All MEDS books are located in the Safety Trailer. • MSDS books are available to anyone on site through the Safety Trailer. • Storage of any hazardous material must be in approved containers. All containers must be labeled with contents and Subcontractor's name. • PPE must be used with all hazardous materials. Employers and supervisors are required to ensure that. employees use the proper PPE. • Ali container directions shall be followed. Including PPE, mixing and use. • Ali bottles, drums and other liquid containers shall be stored in a containment area that will hold the entire contents in the event of a leak or spill. • All spills or leak must be reported immediately to HCBECK, Ltd. Each Subcontractor is responsible for clean up of spilled materials. • The utility contractor must submit a copy of their company's safety manual and Hazardous Material Program (book) to the Safety Trailer prior to starling work. Housekeeping (clean-up requirements) • The utility contractor will remove trash daily. * • HCBECK, Ltd. will provide dumpsters that will be located on site for trash and debris. • The utility contractor shall properly store all hazardous chemicals and properly dispose of any excess and containers off-site. • Lunch trash will disposed of properly. Subcontractors are responsible for ensuring employees do not litter. • The utility contractor is responsible for placing trash receptacles at water stations and break areas. • The utility contractor is required to complete a chemical use notice prior to using any chemicals on the project site. Chemical use notice is available in the Safety Trailer. Inspections • The utility contractor's superintendent will walk the job site daily (mid-morning) to inspect and monitor compliance with safety program. • HCBECK, Ltd.'s Superintendent will walk the job site with the utility contractor to conduct a weekly inspection of that his work. _ • A log of all inspections will be kept up to date and kept on site. A Safety Appraisal Discrepancy Notice will be completed for all deficiencies noted to ensure compliance and correction. Ladders • Aluminum ladders will be allowed in energized areas on the project(including stepladders). Page 34 • Any employee using a ladder on site must be trained in proper use of ladders prior to use. The utility �- contractor is responsible for basic safety and user training. ■ Any person using a ladder on the site will be expected to use and follow safe ladder techniques. • Each ladder is to be inspected by each user prior to use. • A weekly inspection of every ladder on the site must be performed. Damaged ladders must be removed immediately. • Employees that are found in violation of the Ladder Standard will be required to attend supplemental training. • All ladders used for access to elevated area must be secured and extend three foot past access point. • Self-supporting ladders must be used in the fully opened and locked position.. • The top two steps of a self-supporting (A-frame) ladder shall not be used in any way, Liquids-Corrosive and Caustics Never add water to acid. Add the acid to the water. • Emergency eyewash and/or shower must be immediately available to any person working with acids, caustics or any other hazardous material. PPE must include eye protection, rubber gloves, and face shield, apron and sleeve protection. Lock Out and Tag Out • The Utility contractor using Lock OutfTag Out must have written procedures. • Only the person who placed the Lock Out/Tag Out is authorized to remove it. • All locks and/or tags must have the name and employer permanently attached prior to being placed. Machine Guards T- 0 Equipment guards shall be in place and are required when equipment is being used. Moving parts guards such as gates, fences, shrouds or other guards must be in place prior to operation of equipment Lock OutrFag Out for machinery shall be used. All employees servicing or installing energized equipment, tools or machinery shall use Lockout/Tagout. Medical Services and First Aid • The designated clinic for treating injuries that occur while onsite is: Harris Occupational Health Clinic, 1512 Pennsylvania Avenue, Fort Worth, TX, 76104, 817-820-0235. ■ Complete Safety Services, Inc. will provide basic first aid. The utility contractor is responsible for assisting employees needing medical treatment. The utility contractor is responsible for transporting employees to medical clinic (when ambulance is not needed). • In the event of a cardiac arrest (heart attack) all employees who are certified CPR providers will assist with CPR or other similar activities. Anyone providing first aid or other medical related services must use personal protective equipment. • PPE includes gloves, face mask or barrier and blood borne pathogens clean-up kit. • Blood borne pathogen training is available at the Safety Trailer. Motorized Equipment and Vehicle Safety Only qualified, trained employees will be allowed to operate motorized equipment. • Equipment operators must be registered with the Safety Trailer prior to operation. The utility contractor must provide HCBeck's Safety Trailer with a list of authorized and trained employees who will operate equipment such as. Forklifts, Skid steers, Tractors, Backhoes, Tire Loaders, Track hoes, Mules, Scissors Lift, and Aerial Lift. Employer must provide documentation of equipment user training. ■ Equipment operators must wear "Operator Approved" hardhat sticker: Stickers will be provided by the Safety Trailer. • An Employee Training Record will be completed for each employee for each piece of equipment used. .� The utility contractor's competent person or equipment manufacturers will perform any necessary operators training. The designated operator will inspect each piece of equipment prior to each use. • The utility contractor responsible for the equipment will perform a daily inspection of each piece of equipment. Inspections must be documented daily and available for review. • The following equipment will be used on the site: Bobcat, Skylift, and Boomiift. Tractors, Backhoes, Tire Loaders, Track hoes, Mules and other similar equipment. Page 35 ■ Forklift operators must provide documentation of certified operator training. Operators will be provided a hardhat sticker by the Safety Trailer that verifies certification. ■ Seatbelts shall be used at all times while equipment is being operated. This includes enclosed cabs. • Riding in the bed area of a pickup or truck is prohibited. • The site speed limit is 10 MPH for all vehicles and motorized equipment. • All vehicles and equipment must have working back-up alarms. • Any employee working in the area of motorized equipment must wear high visibility vest. Personal Protective Equipment - Job Specific • This project will be 100% hard hats. Any person entering the site will wear a hard hat at all times. • This project wilt be 100% safety glasses. Any person entering the site will wear safety glasses at alt times. • All employees will wear appropriate face protection (face shield) on this project in addition to eye protection when chipping, grinding or cutting any material that could cause flying debris. • Appropriate clothing (long pants, shirts with sleeves, work boots)will be worn at all times. Any employee not meeting these guidelines will be sent home. Clothing that displays profanity or offensive drawings, pictures, gangs, etc.will not be allowed on site. • Respirators will be worn when deemed necessary by the Superintendent. • Ear protection will be worn during loud operations. • Engineering controls shalt be used to reduce dust and other airborne materials. Powder-Actuated Tools ■ Employees using Powder-Actuated Tools must have valid operator's card. • All storage containers in which Powder-Actuated tools and "shot" are stored must be kept locked and a labeled"POWDER-ACTUATED TOOLS. • Eye and face protection is required when tool is being used. • Misfires must be held in place for 30 seconds after misfire. Safe Plan of Action (SPA) • SPA's are to be developed for all hazardous tasks and operations. The SPA is a task driven document to ensure that every task receives proper safety planning prior to beginning work. The SPA is conducted by the immediate supervisor with employee participation. A particular task is chosen and employees -- begin to identify potential hazards associated with performing the task. Once the hazard is identified, control measures are chosen to eliminate or protect against the hazard.Attached is a form to use to complete SPA's. These forms are to be filed and will to be used during daily Task Safety Awareness (TSA)meetings and/or the next time this task is performed. Scaffolding • All scaffolding over six feet high must have complete guardrail and toe boards. • Scaffolding will be used extensively for the exterior, and may be needed to work inside the building. • Scaffold safety will be reviewed with onsite safety representatives prior to erection with the utility contractor who will use it. • All employees will receive scaffold user training during new employee orientation. • The utility contractor using scaffolding will be charged with providing a competent person to perform a daily inspection. In the event that shift work is used, a competent person shall inspect the scaffolding at the beginning of each shift. • Scaffolding inspection tags will be available at the Safety Trailer. Scaffolding must be inspected and inspection tags must be in place. The utility contractor prior to use must approve all scaffolding. • Scaffold tagging procedures are as follows: • The utility contractor who assigns a crew to erect and work off a scaffold shall ensure the scaffold is properly erected and tagged by a competent person. • No employee shall work off a scaffold unless it is properly tagged, this includes all assembled scaffolding, exterior and interior scaffolding, all mobile scaffolding and Baker scaffolding. • Green Tag - This scaffold tag indicates that the scaffold has been built to meet all OSHA scaffold regulations; it indicates the scaffold is ready to use. • Yellow Tag - This scaffolding tag indicates that this scaffold does not meet all OSHA scaffold regulations; employees may use scaffold with a Yellow Tag, but must use personal fall arrest system while using scaffold. Page 36 ■ Red Tag-This scaffold is not complete or does not meet OSHA regulations; -- DO NOT USE THIS SCAFFOLD. • All scaffolding access must be by ladder. Scaffolds without ladder access are not allowed. • Any employee observed using scaffolding in an unsafe or improper manner will be required to attend supplemental onsite training. • MOBILE SCAFFOLDS MUST ALSO COMPLY WITH THE ABOVE POLICY AND PROCEDURES. • All mobile scaffolds, including Baker, Sunny or other type of narrow scaffold must use outriggers when stacked two section or higher. Signs, Signals and Barricades • All jobsite signs being posted must meet OSHA and State requirements. • Overhead work signs will be used while work is being performed above other workers. • Laser signs will be used while laser is being used. Laser signs shall be posted at each entrance to the work area and at each ladder or stair entrance. • After the building is enclosed, "EXIT' signs will be posted and interior evacuation plans distributed to employers. + Traffic direction and parking signs will designate proper vehicle operation and parking. • Yellow barrier tape shall be used in area to warn workers to use caution when working in a designated area. + Red barrier tape shall be used to warn workers not to enter a designated area, + Solid barrier fences shall be used for more permanent means of securing an area to prevent unauthorized access. + Any area were radioactive material may be used (i.e. x-rays) must be secured and signs posted which identify possible radiation hazard. Staff rways • Job built ladders shall be constructed to allow two different designated travel areas. • Any travel area with a change in elevation greater than 19"roust have a designated stairway. • Any steps or stairs with four or more risers or rising more than 30"must have handrails and guardrails • All storage trailers must have stairs with handrails, and platform guardrails. • All job trailers must have approved stairs and or decks. • Fire extinguishers must be placed at the top and bottom of each stairway and ladder. • All stairways must be kept clear and free of obstruction. Storage of materials in stairways is prohibited. Steel Erection ■ 100 % Fall Protection is required at all times. All erectors and connectors shall use fall protection at all times. Including connectors and deck placing. + Warning lines shall protect leading edges and monitors shall be utilized during leading edge activities. All leading edge activities must be provided with fall protection. • Temporary flooring shall be in place and secured. • Steel erector is responsible for providing the erection pian to HC BECK, Ltd. atthe pre-construction meeting. Task Safety Awareness (TSA) + TSA meeting are to be conducted daily with all employees.The TSA is a daily mini-safety meeting to review and discuss the tasks that are scheduled for the work crew that day. In most instances,the TSA is a review of the Safe Plan of Action(SPA) developed for each task. Tool Safety + The utility contractor well be responsible for inspecting all tools weekly for proper working operation- * A toolbox inspection will be done monthly to inspect tools. + All electric hand tools shall have guard and be properly grounded. Traffic Control �. • During operations that will disrupt traffic on adjacent streets, a qualified flagman wilt be used to direct traffic traveling in each direction and in areas entering and exiting the site. The utility contractor disrupting traffic will be responsible for assigning flagman. Page 37 • Any employee directing traffic or working near traffic lanes must wear a high visibility traffic vest. • Pre-approved traffic areas are established. Parking in unauthorized area will result in the vehicle being towed at the owner's expense. Is Changes in traffic lanes on public streets shall conform to TX-D.O.T standards. Trenching, Excavation and Pier Holes y • All Subcontractors performing trenching, excavatirrri or pier hole drilling must provide a safety pian that protects employees and other Subcontractors from exposure to fall greater than six feet. • Any trench deeper than four feet must be shored properly or benched in compliance with OSHA standards. • The utility contractor performing trenching or excavation must have a competent person supervising the work. Daily inspections by a competent person must be made prior to entry in a trench. • Utility contractor to HCBFCK, Ltd. prior to the start of trenching work must submit trenching safety plan to the City inspector. • During trench operations a ladder will be provided at 25'interval for employee egress. • Trench safety will be reviewed prior to anyone entering the trench. • The excavation will require close coordination between the retention contractor and the excavator. The excavator will be responsible for providing a traffic coordinator/flagman to control traffic in the excavation area. • No water will be allowed to accumulate in the excavation. All water is to be pumped out of the trench and/or excavation prior to entering the hole. • The utility contractor is required to ensure that the trench is free from any atmospheric or mechanical hazards prior to any employee entering the trench. • All trenches and excavations shall be monitored daily for atmospheric and mechanical hazards. Monitoring results shall be documented and made available for review. • Prior to any excavation, a meeting with the HCBFCK, Ltd. Superintendent shall be held to review the location of all utilities, conduits and duct banks. This meeting will include a three dimensional definition of the proposed excavation and any underground services. • All personnel in the trench shall wear a high visibility vest. • Violation of trenching and excavation safety standards is cause for immediate removal from the project. Including project supervisors and managers. • All pier holes must be barricaded with guardraif on three sides during drilling and must be closed to provide protection completely around hole until hole is filled. • Utility contractor may provide anchor point for personnel fall arrest equipment for employees exposed to open pier in place of guardrail. • Covers that expose employees to possible fall during placement or removal are prohibited. • Any employee in a trench or excavation must wear a high visibility vest. • Any utility left"open"overnight must be protected by a barricade. Barricades must include t-post, safety fence and light. Welding and Cutting Procedures • All welding and cutting operations will conform to site burn permit policies. Refer to the Forms, Permits and Checklists section for a copy. • All welding and cutting operation will require a site burn permit, A.site burn permit will be available at the 'F Safety Trailer. • The utility contractor will provide additional fire protection. * Freestanding"B"tanks will not be allowed. All cylinders must be in an approved carrier. • Fire retardant floor covering must be placed to catch slag and debris. • Welding equipment must be inspected weekly. • All cylinders will be stored according to OSHA guidelines. Any cylinder found improperly stored will be * removed at the utility contractor's expense. • Cylinders shall not be stored inside the building. Cylinders must be removed daily. ■ Burn permits must be displayed on cutting or welding equipment. ` • All cylinders must be labeled with utility contractor and supplier's name. Any cylinder found without utility contractor and supplier's name will be removed. DRUG SCREEN PROGRAM Page 38 f ■ Drug screens of the utility contractors' workers and their staff members must be documented and submitted to the RadioShack Project Safety Administrator prior to worker attending the RadioShack Safety Orientation. • All employees must have a pre-employment drug screen or provide verification from utility contractor that a drug screen has been performed within 343 days prior to start of work on this site. • All drug screens or drug tests must be negative. • Any employee involved in an accident or causing an accident on the site will be required to submit to a drug-screen test and an alcohol breath test. • Post-accident testing will be conducted on site in the Safety Trailer or at the treatment clinic. • Random drug testing will occur monthly and will be at the discretion of HGBECK, Ltd. and RadioShack. • All drug screens are confidential. All drug screen records will be filed directly with CSS, Inc. • All equipment operators, spotters and/or flagmen will be subject to a random drug screen monthly, ■ HCBECK, Ltd.'s Safety Policy on Drugs, Alcohol and other Prohibited Articles shall be the site policy. A copy of this policy will be issued to each person completing the site orientation. DRUG SCREEN VERIFICATION MAY BE PROVIDED IN SEVERAL WAYS: 1. On-site drug screens are available and may performed prior to orientation at Safety Trailer. There is an additional cost to be billed directly to the Subcontractor by CSS, Inc. 2. Subcontractor may provide a letter certifying that employees have had a drug screen within the last . 30 days, prior to beginning work on this Project Site. Letter must be on Subcontractor's letterhead, list each employee's name, social security number, test result, signed and dated by the Project Manager. SAFETY PROGRAM • The utility contractors employees and HCBECK, 'Ltd. employees will be required to attend a Project Safety Meeting each and every Monday morning @ 7:40am. • The utility contractor and HCBECK, Ltd. employees will be required to attend a Task Safety Awareness (TSA)meeting daily before work activities begin, • TSA meetings must be documented and copies filed with the Safety Trailer each day. • The main goal of this program is to maintain a safe job site during construction of this project, and to make safety the most important thing that employees think about. Safety is a team effort and it takes a total team commitment. • This program is for the hourly employees only. • Each week, during the safety meetings, random names will be announced and prizes given to the •— winners. • IRC (Instant Recognition Cards) will also be given out at the discretion of superintendents and safety personnel to any worker that is "caught" going the extra step to ensure his or his co-worker's safety. Each card may be redeemed for a prize from the HCBECK, Ltd. trailer. • Monthly Safety Workshops will be held for all job site superintendents. This will be an open forum where ideas can be discussed with emphasis on safety and quality. • Each month a Subcontractor of the Month will be awarded. This Subcontractor will be committed to the highest standards of safety and quality while working as a team member, They value honesty, integrity and have a mindset for cooperation and innovative thinking while consistently exceeding expectations. • At the end of each quarter a luncheon will be held for ail of those currently working on site. This cookout will be used to recognize one outstanding performer from each Subcontractor. This person is a team leader, honest, dependable, turns out a quality product and encourages a safe work environment. Awards and letters of recognition will be given to each recipient. JOB SITE EMERGENCY MANAGEMENT PROCEDURES All accidents mast be reported to the Safety Trailer - CSS, Inc. & HCBECK, Ltd. The site safety representatives will notify HCBECK, Ltd. The Safety Trailer (CSS, Inc.) will notify AON and Zurich by requesting a claim number and initiating an accident investigation. All employees involved in an accident and their immediate supervisor must complete the accident investigation, failure to comply will result in removal form the project. �' Page 39 Genera! Procedures in the Event of an Accident • Assess the situation to determine the hazard. Contact the Safety Trailer and or any HCBECK, Ltd. supervisor. If the injury appears to require more than simple first aid, the project Superintendent (Jim Thillen) or Senior Project Manger (Drew Thigpen)will initiate the jobsite emergency procedures. • Only in the event of a life threatening injury will anyone other than a supervisor call for an ambulance. • The Emergency Team Manager will remove and/or keep all non-essential personnel away from the accident location. • NO COMMENTS SHOULD BE MADE TO MEDIA REPRESENTATIVES. Refer all questions and inquiries to HCBECK, Ltd.'s Corporate Crisis Team. • No on site photographs are to be taken except with the approval of the Project Manager. • The responsible utility contractor shall make a full investigation and report the results to the HCBECK, Ltd., Project Manager within eight hours of the occurrence. ACCIDENT REPORTS AND INVESTIGATIONS �. All accidents that result in medical attention, either at the Safety Trailer or medical clinic, or result in property damage shall be reported to HCBECK, Ltd. immediately. A formal accident report and Superintendent's report must be submitted within eight hours to the Safety Trailer. HCBECK, Ltd. and the Project Safety Team reserve the right to conduct an independent investigation. The Project Safety Team may investigate serious accidents. Serious accidents include, but are not limited to, any accident requiring medical treatment, lost time from work, fatality, damage to equipment or property, or a breech of safety related to the protection of visitors or the public or other"near miss" accident. The Project Safety Team will review the accident scene, re-interview all involved or witnessing parties, review ail facts pertaining to the accident and will prepare a report of the findings and conclusions including recommended measures to prevent recurrence.The committee will be composed of, but not limited to: 1. The superintendent of the involved utility contractor. 2. The foreman of the person(s) involved in the accident. 1 The safety representative(s) of the involved utility contractor). 4. HCBECK, Ltd. Project Manager, Superintendent and Safety Representative. 5. CCIP Management Team ti. Others as necessary Sequence of Events for an Injury Accident ACTIVATE THE CORPORATE CRISIS TEAM • Notify the Superintendent of ANY injury. Follow the General Procedures above. • The Superintendent will assess the situation. if the incident appears to be serious, the Superintendent will activate HCBECK, Ltd.'s Corporate Crisis Team by notifying the Project Manager. • The Project Manager will notify the Corporate Crisis Team. • The Corporate Crisis Team will notify the insurance carrier, and if necessary, OSHA. SEE THAT THE INJURED ARE CARED FOR • This is the primary concern in any accident. The Emergency Team Manager will assess situation and .� the injury and after determining that no further risk of injury to others exists, will ensure that the appropriate first aid is administered and medical care is called for. • The Safety Trailer personnel have had training for exposure to blood borne pathogens, and will warn other persons regarding this risk. The first aid kit will have gloves and barrier shields in stock at all times. • in the event that the injury requires emergency care, and an ambulance is called, the Emergency Team Manager will record the injured persons name and emergency phone numbers, and ensure that the injured person is accompanied to the hospital. • Serious injuries will be transported to Harris Methodist Hospital, unless otherwise directed by Emergency Medical personnel. Page 40 PRESERVE THE SCENE AS IT WAS AFTER THE ACCIDENT • Assigned personnel will secure the accident site. Barricades, ropes, caution tape or guards will be used to accomplish this. All evidence, materials, debris, etc. are to be preserved "as is" until the accident investigation has begun. MAKE A VISUAL WALK THROUGH OF THE ACCIDENT SITE Jim Thillen and/or Tim Kuykendall will inspect the accident scene and begin the accident investigation, Any pertinent evidence will be collected and preserved when the scene is secured. Photographs will be taken as needed for the investigation, PREPARE A SERIOUS ACCIDENT REPORT • Using the report from the Subcontractor, the Project Manager will prepare a written report containing details of the accident and conclusions about the cause of the accident, SEQUENCE OF EVENTS FOR OTHER ACCIDENTS DETERMINE WHAT THE HAZARD IS The Superintendent shall determine what the hazard is (i.e.;fire, chemical spill, fumes, property damage, etc.), and how severe it is, DETERMINE THE APPROPRIATE RESPONSE • If the hazard is fire, make a safe attempt to extinguish the fire. Do no endanger your life. At the same time notify the HCBECK, Ltd. Superintendent. If the fire cannot be extinguished with on site fire extinguishers, notify the Fire Department immediately by calling 911. • If the existing facility is threatened, or involved, the Emergency Team Manager will notify the RadioShack Project Manager at his discretion. The Corporate Crises Team will thea be notified. • For any type of accident involving hazardous materials, the HCBECK, Ltd. Superintendent shall be notified immediately. r The area affected by the accident shall be cleared of all personnel. If the HCBECK, Ltd. Superintendent (or Emergency Team Manager) deems there is any immediate danger to life or property, the Fire Department shall be notified by calling 911. • The HCBECK, Ltd. Superintendent will then notify the Project Manager and/or the Corporate Crisis Team. PRESERVE THE SCENE AS IT WAS AFTER THE ACCIDENT • Assigned personnel will secure the accident site. Barricades, ropes, caution tape or guards will be used to accomplish this. ■ All evidence, materials, debris, etc. are to be preserved`as is" until the accident investigation has begun. MAKE A VISUAL WALK THROUGH OF THE ACCIDENT SITE ■ Assigned personnel will inspect the accident scene and begin the accident investigation. • Any pertinent evidence will be collected and preserved when the scene is secured. • Photographs will be taken as needed for the investigation. PREPARE A SERIOUS ACCIDENT REPORT • Using the report from the Subcontractor, the Project Manager will prepare a written report containing details of the accident and conclusions about the cause of the accident. Page 41 Any questions about the Job Site Emergency Management Procedures 1 Sequence of Events for an Injury I ,Accident contact Drew Thigpen or Jim Thillen. IV. CONSTRUCTION LOGISTICS EMERGENCY ACTION PLAN (Excerpted from the EXHIBIT"0", of the HCBeck, Ltd, "CONSTRUCTION LOGISTICS EMERGENCYACTION PLAN", Job No. 14991, RadioShack Corporate Headquarters) September 12, 2002 f� C 0 R P 0 R A T 1 0 N CORPORATE HEADQUARTERS PROJECT Page 43 of 47 RadioShack Corporate Headquarters PURPOSE: This document shall provide guidance and clarification for the management of construction materials/equipment and methods within the SPF floodway, during construction of the RadioShack Corporate headquarters project. The Contractor's"Site Logistics Plan"indicates general areas for staging 1 storage of materials,dirt stockpiles, office trailers, parking, cranes, etc. and is intended to supplement this document. Based on prior discussions with Corps of Engineers (COE) and Tarrant Regional Water District (TRWD), this plan summarizes our understanding of how construction activities will be managed and emergency plans implemented in the event of a flood. GENERAL CRITERIA: A plan shall be implemented and enforced throughout the project duration, to prevent construction materials/debris from being swept into the Trinity River in the event of a flood. Special attention shall be placed on the storage{staging of materials within the floodway zone, and provisions made �- for removal of those items that might float within a 12-hour period after notification by the COE or TRWD. Materials staged above the 140-year flood plain that are not subject to floating into the Over, will not require evacuation in the 12-hour period, but will be accounted for in volume calculation of the valley storage mitigation (detention pond excavation). BELOW 100-YEAR FLOOD PLAIN (El. 532'-0): — Area below the 100-year flood pain shall be used for daily parking of construction workers, and short-term staging of delivery trailers and bulk materials (i.e. Bundles of rebar, pallets of brick). No buoyant items, loose materials, equipment or vehicles shall be stored in the 100-year floodway zone overnight or during potential flood conditions. No fuel tanks, flammable liquids, chemicals,dumpsters, portable toilets or hazardous materials shall be stored in this area at any time. Utility Work: -Relocation of existing utilities within this area will require issue of a floodway permit. -Materials shall be stored above the 1110-year flood plain, and staged in work areas on a daily as- needed basis. -All stored materials subject to evacuation above the SPF flood plain within 12-hours of notification ` from COE or TRWD. -No temporary electrical service will be located within this zone. -A 30'wide paved road will be utilized within this area for shuttle bus and emergency vehicle access across northern edge of site (see plan). ABOVE 140-YEAR&BELOW'SPF' FLOOD PLAIN (EL. 532'-0 TO 550'-0): Bulk materials that are not buoyant and not likely to be swept into river during a flood may be stored below the SPF flood plain, but shall be accounted for in the volume calculation for'valley storage' mitigation. Examples of these materials that would remain in SPF floodway are: A.) Bundled rebar&wire mesh E.) Structural or miscellaneous steel framing B.) Bundled metal studs F.) Bundled brick&stone materials C.) Bundled glass&curtain wall materials G,) Bundled steel pipe D.) Steel scaffolding H.) Gravel or dirt stockpiles Loose or bulk materials that could float or be swept into river during a flood, shall be evacuated to above the SPF elevation within 12-hours of notification from COE or TRWD. Examples of these Page 44 of 47 materials are: A.) Plywood and lumber H.) Built-up formwork systems (tables) B.) Exterior sheathing & insulation products I,) Scaffold planking C.) Portable toilets J.) Trash dumpsters D.) Mobile office trailers or modular buildings K.) Portable storage units/steel containers E.) Flatbed trailers L.) Mobile equiprrrent& machinery F.) Fuel storage tank M.)Plastic pipe& fittings G.) Roofing insulation N.) Unbundled aluminum products Each subcontractor shall be responsible for evacuation f relocation of their materials &equipment within the 12-hour evacuation period. Once notified by COE or TRWD, BECK will initiate the materials evacuation action plan with all Subcontractors, and supervise/monitor progress. Tower cranes will be utilized to relocate materials within reach. In the event a Subcontractor is unable to meet the 12-hour deadline, the following trucking 1 rigging firms will be on stand-by to transport storage trailers or containers outside of the floodway: F.B. McIntire Equip. Co. Crocker Crane Co. A disconnect shall be provided above the SFP flood zone for any temporary construction power located within the floodway. SITE FENCING & EROSION CONTROL: A chain-link security fence will encompass the entire site perimeter. The section of fencing �- installed along River edge (next to access road)shall be constructed such that chain-link will collapse during flood conditions and not become a debris net. The wire fabric shall be firmly anchored at bottom of posts to prevent washing into River. Erosion control shall be installed, monitored&maintained around the work site, in accordance with a SWPPP plan prepared by Carter& Burgess (see attached drawing#C0.03). FLOOD ZONE PERMITS: City of Ft. Worth shall issue a "floodplain"permit and TRWD shall issue a"floodway" permit prior to starting the following work below SPF line: Utility work Demolition work City of Ft, Worth shall issue the CDC permit prior to starting earthwork 1 grading below the SPF (for Bldg's. 'B' &'C'). Issue of the 'CLOMR' permit is anticipated by early April 2003, with mitigation in the 100-year flood plain area planned to start 4th quarter of 2003 or 15'quarter 2004. Earthwork for building pads 'B' & 'C' and Contractor's office trailer compound will precede issue of this permit. VALLEY STORAGE MITIGATION: All of bldg. 'C' and majority of bldg. 'B'footprints are below the SPF line, with ground level slab at elevation 555.66'. Earthwork for these two buildings has been calculated at less than 5%of maximum allowable impact to the SPF zone. Fill dirt will be placed &graded for these structures below the SPF line, and prior to issue of CLOMR permit. No dirt fill for final site Page 4S of 47 grading shall be placed below the SPF line, until mitigation work begins in the 100-year floodway. Excavation of water detention ponds along the riverfront will be done concurrently with final site grading, after completion of building structures and exterior skin work date 2003 to early 2004). Issue of CLOMR permit is anticipated by April —May 2003. �- EMERGENCY NOTIFICATION., In the event of flooding conditions, anticipated flooding or any other emergency requiring notification by TRWD or CCE, refer to attached list of contact names& phone numbers for emergency notification. EMERGENCY NOTIFICATION DIRECTORY RadioShack Headquarters Project—Ft.Worth HC BECK (General Contractor): Name Title Office Phone Cell Phone Home Phone Jim Thiflen Gera. Supt'd. 817.882.9100 w Bob Proske Sr. Project Mgr, 817.882.9100 Frank Land Superintendent 817.882.9100 'age 46 of 47 "` LV 10 Lb abed m z z i]} U Eas v U Vi q V' Q d z CL 21 J • d F p m U p V• Q' y[ Q ffi w [Ji, o Ci I. O o q�j a 1�4 �' C�7 Q Ir cc� ul p a w K w 0 cpm z ? � `a �-I- uj W LUr�Fs u� �� � u a� d -j zd cr Q vi paid ag a � L'u 4c w r Or QIL � 8 + � r v ¢ <n us d +a 0vx rn w a LU LU t� .n rfi m xUP S-TREEA d z LL r- f C M1 W 3 La ---- 3L �LU _ A f q- HENDERSON STREET . t � 4* 4 fr {L' 4fi 0. est NVId SOUS100131IS 'n PART E TECHNICAL SPECIFICATIONS CITY OF FORT WORTH MATERIAL (E-1) AND CONSTRUCTION (E-2) SPECIFICATIONS (NOT INCLUDE© HEREIN) SPECIFICATIONS - WATER DEPARTMENT (NOT INCLUDED HEREIN) f 1 1 1 r TECHNICAL SPECIFICATIONS TABLE OF CONTENTS r SECTION 02200 EARTHWORK SECTION 02222 STRUCTURAL EXCAVATION, BACKFILLING AND COMPACTING SECTION 03100 CONCRETE FORMWORK SECTION 03200 CONCRETE REINFORCEMENT SECTION 03300 CAST-IN-PLACE CONCRETE � SECTION 15051 FIBERGLASS SEWER PIPE (FRP) r r F SECTION 02200 EARTHWORK PART 1 - GENERAL 1.1 SCOPE OF WORK A. The earthwork consists of operations required for excavation, non-expansive earth fill, structure backfill and general earth fill, as may be required during development of the project, The term "embankment" as used in this section refers to the compacted earth fill required for structure pads, roadway embankment fill and miscellaneous related fill. The "subgrade" refers to the surface of the cleared and stripped areas that are designated to receive fill, roadways or structures. B. The CONTRACTOR shall inform and satisfy himself as to the character, quantity and distribution of material to be excavated. 1.2 WORK AFFECTING EXISTING UTILITIES A- Above or below grade utilities which are to remain shall be protected by the CONTRACTOR. Existing utilities shall not be taken out of service without specific written authorization by the OWNER. 1.3 PROTECTION A. Protect trees, shrubs, lawns and other features remaining as part of the final r landscaping. B. Protect benchmarks, existing structures (not being removed), fences, roads and paving. C. Notify the ENGINEER of unexpected subsurface conditions. D. Where damage could result from continuing work, discontinue work in area until ENGINEER notifies CONTRACTOR of the required modifications. PART 2 - PRODUCTS 2.1 EQUIPMENT A. CONTRACTOR shall furnish, operate and maintain all equipment required to complete this project, including, but not limited to, the following; I B. Grading Equipment: Equipment necessary to produce uniform layers, sections and smoothness of grade for compaction and drainage- 02200 - 1 rainage.02200 - 1 C. Miscellaneous Equipment: Scarifiers, disks, spring tooth or spike tooth harrows, earth hauling equipment and other equipment suitable for removal of material from excavations and for the construction of fi Is. PART 3 - EXECUTION 3.1 PROCESSING AND MOISTURE-DENSITY CONTROL A. Following the spreading and mixing of the soil on the embankment, it shall be processed by discing or pulverizing throughout its thickness to break up and reduce clod size, and provide additional blending of materials- Processing shall consist of at least five passes of a fully penetrating disc plow or three passes of a. fully penetrating roto-till pulverize. Additional passes of the processing equipment shall be performed as necessary to accomplish breaking up, reduction of clod size, and blending the fill. Each successive pass of the processing equipment shall be in a direction perpendicular to the previous pass, where working space permits. The maximum recommended loose lift thickness prior to compaction is eight (8) inches. The moisture content of the soil shall be adjusted, if necessary, by either aeration or the addition of water to br r:g the moisture content within the recommended range. Water required for sprinkling to bring the fill material to the proper moisture content shall be applied evenly s through each layer. S- Any layers which become damaged by weather conditions shall be reprocessed to meet recommended requirements. The compacted surface of a layer of fill shall be lightly loosened by discing before the succeeding layer is placed. C. When the moisture content and the condition of the fill layer are satisfactory, compaction shall be performed with a heavy tamping foot roller with fully penetrating feet (feet long enough to penetrate into the previous lift) either towed by a crawler-type tractor or the self-propelled lype. The tamping foot roller shall weigh no less than 2,000 pounds per linear foot of drum width. Vibratory tamping rollers are rccommcnded for compacting sandier fill materials. D. The in-place density of the fill shall be no less than 95 percent of the maximum dry density as determined by ASTM [7598, Standard Proctor, at a moisture content between optimum and 5 percentage points wet of optimum moisture content for all low-permeability earth fill zones (liners, cores, etc.) and between 2 percentage points below to 5 percentage points above optimum moisture content for non-expansive earth fill zones and general earth fill zones. The moisture content and density of all fill material shall be maintained at the specified range of moisture and density. These moisture ranges represent the maximum limits. It is possible under some circumstances or with some soils, that a more narrow range, within the recommended limits, will be necessary to consistently achieve the recommended density. In order to help provide a homogeneous earth fill mass, a minimum of eight passes of the tamping foot roller shall be provided, even if the recommended density is achieved with fewer passes. 02200 - 2 E. Field density tests (including moisture content) shall be taken as each lift of fill material is placed. A minimum of one field density test per lift for each 2,500 square feet of compacted area is required. For small or critical areas, the frequency of testing shall be reduced to one test per 1,000 square feet or less. A minimum of two density tests shall be taken on each lift, regardless of size. The earthwork operations will be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. F, Each lift shall be compacted, tested and approved before another lift is added. The actual quality of the fill, ,as compacted, shall be the responsibility of the CONTRACTOR and satisfactory results from the tests shall not be considered as -' a guarantee of the quality of the CONTRACTOR's filling operations. 3.2 STRUCTURE BACKFILL PLACEMENT AND COMPACTION A. The backfill material shall be placed in maximum 8-inch lifts and compacted to a density ranging between 95 and 100 percent of maximum Standard Proctor (ASTM D698)dry density at a moisture content ranging from 2 percentage points below optimum to 5 percentage points above optimum for the backfill materials. Caution shall be exercised not to overcompact the backfill. Hand-operated tampers or other lightweight compactors are required in the 5-foot area adjacent to the wall or other structure. Non-expansive earth fill shall be used for structure backfill. The lift thickness shall be reduced to 4 inches for those areas where hand-operated compactors are required. The backfill surface shall slope away from the structure on a gradient of 1.5 to 3 percent, such that surface water does not pond adjacent to the structure within the backfill zone. Tapson and seeding shall be accomplished to help prevent drying and cracking of the backfill surface.. The slope shall be maintained on a 1.5 to 3 percent gradient after topsoil is placed. 3.3 EARTH FILL AND FLOWABLE FILL MATERIALS A. The following information is provided to define the requirements for the various earth fill and Plowable fill materials for construction of the project: B. NON-EXPANSIVE EARTH FILL: The non-expansive earth fill shall consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No. 240 sieve, a minimum of 85 percent passing the No. 4 sieve, and which are free of organics or other deleterious materials. When compacted to the recommended moisture and density, the TO material shall have a maximum free swell value of 0.5 percent under a maximum r seating pressure of 2 psi and a maximum hydraulic conductivity (permeability)of 1 E-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non-expansive earth fill. C. LOW-PERMEABILITY EARTH FILL. The low-permeability earth fill shall consist of soil materials classified as CH or CL in accordance with ASTM D2487, CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES. The materials 02200 - 3 also shall have a minimum liquid limit of 35, a minimum plasticity index of 18, a minimum of 85 percent passing the No. 4 sieve, and shall be Free of organics or other deleterious materials. The material shall have a Percent Dispersion of less than 20 when tested in accordance with ASTM D4221, STANDARD TEST METHOD FOR DISPERSIVE CHARACTERISTICS OF CLAY SOIL BY DOUBLE HYDROMETER_ When compacted to the recommended moisture and density, the material shall have a maximum hydraulic conductivity of 1 E-07 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the low-permeability fill. D. GENERAL EARTH FILL: The general earth fill shall consist of any soil materials which have a minimum plasticity index of 8, a minimum of 20 percent passing the No. 200 sieve, a minimum of 85 percent passing the No. 4 sieve, and which are free of organics or other deleterious material. E. SOLID ROCK: In order for any rock material to be considered as solid rock, it shall meet all of the following criteria: 1_ The rock shall be massive and in a continuous layer at least 2 feet thick. 2, The rock shall have an unconfined compressive strength greater than 80 ksf. 3. The rock shall not be able to be ripped from a starter trench in an open cut excavation with a D-0 Caterpillar (or equivafent) bull dozer with a single tooth ripper, or in a trench excavation with a 235C Caterpillar (or equivalent) track hoe excavator equipped with a nominal 30-inch wide extreme service trenching bucket with front and rear mounted rock ripper teeth. Boulders and cobbles, whether in densely spaced layers or occasional occurrence, shall not be classified as solid roc*, regardless of the hardness of the individual boulders or cobbles. F. COMPLIANCE TESTING: Representative samples of the actual soil materials proposed for use in the various earth fill zones shall be initially tested for compliance with the recommendations by the project geotechnical engineer, prior to use of the materials as fill. The testing program shall continue through -- construction as a means to verify that the earth fill materials being placed continue to meet the recommended requirements. 3.4 EARTH FILL ZONE A. Table 1 specifies for the various earth fill zones. TABLE 1 - EARTH FILL ZONES ITEM ZONE EARTH FILL MATERIAL Structure Backfill All Non-Expansive Seepage plugs around pipes, and All Low-Permeability liners/barriers 02200- 4 r 1 B. Other specific recommendations for earth fill materials and for aggregate fill materials are also presented in Other sections of these Specifications. 3.5 ACCEPTANCE OF IMPORTED FILL_ A, Any soil imported from off-site sources shall be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The OWNER will also require the CONTRACTOR to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification shall be furnished to the OWNER prior to proceeding to furnish soils to the site. The CONTRACTOR shall be required to provide the services of an EPA approved laboratory to perform, as a minimum, a toxic contaminant scan of composite soil samples representative of each separate proposed borrow source, in accordance with EPA protocol for the list of contaminants contained in the 40 CFR, Part 261, Appendix Viii, by EPA methods SW-846, prior to importing the soil borrow. Any potential off-site borrow on which the test results indicate the presence of contaminants above background levels shall be rejected. Soil materials derived from the excavation of underground petroleum storage tanks shall not be used as fill on this project. 3.6 EXCAVATION A. Temporary slopes of 2-horizontal to 1-vertical and flatter shall be used for this site. In all cases, the requirements of the Occupational Safety and Health Administration (OSHA) must be followed. The CONTRACTOR shall monitor the slope stability by observation and measurement, and to prevent excessive loads (especially heavy vibratory loads) from being applied to the slope. The CONTRACTOR shall be responsible for maintaining the slopes in a safe condition during construction and the use of slope stability monitoring equipment shall be used. B. The side slopes of excavations through the overburden soils shall be made in such a manner to provide for their stability during construction. Structures, pipelines or nether facilities which are constructed prior to or during the currently proposed construction and which require excavation, shall be protected from loss of end bearing or lateral support. C. Temporary construction slopes and/or permanent embankment slopes shall be protected from surface runoff water. Site grading shall be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. D. Drainage; During excavation, maintain grades for complete drainage. Install temporary drains or drainage ditches as needed to intercept or divert surface water and prevent interference or delay the work. The pumping of water shall be 02200 - 5 included in the bid items. No separate payment will be made for drainage control and pumping. E. The CONTRACTOR shall comply with all applicable safety regulations concerning trench safety and excavations, including, but not limited to OSHA regulations. 3.7 DEWATERING OF EXCAVATIONS A. Ground water may be encountered within the excavations. The CONTRACTOR. shall be responsible for selecting and providing appropriate excavation dewatering systems for use during construction. B. The dewatering method selected shall be capable of lowering and continuously maintaining the ground water surface a minimum of 3 feet below the base of all excavations throughout the construction period. The CONTRACTOR shall be required to provide adequate personnel and equipment to operate and maintain the dewatering system on a 24-hour basis, as required. 3.8 SOIL CORROSION AND REACTION POTENTIAL A. The clays at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils shalt be used. 3.9 EROSION AND SEDIMENT CONTROL ' A. All disturbed areas shall be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or - sedimentation shall be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control shalt be followed. END OF SECTION 02200 - 6 SECTION 02222 STRUCTURAL EXCAVATING, BACKFILLING; AND COMPACTING PART 1 - GENERAL 1.1 SCOPE OF WORK A. Excavation, backfill and compaction around structures. B. Site excavation and backfilling. C. Excavation support systems. D. Fill for over-excavation. E. Groundwater and surface water control_ a F. Excavation for paving and landscaping. 1.2 RELATED SECTIONS A. Section 02200 — Earthwork 1.3 REFERENCES A. Referenced Standards: 1. ASTM D698 - Moisture Density Relationship of Soils using a 5.5 Ib hammer and a 12-inch drop. 2. ANSUASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates. 3. ANSIIASTM D1556 -Test Method for Density of Soil in Place by the Sand-Cone Method. 1.4 QUALITY ASSURANCE A. Test material to be used as compacted fill, whether excavated onsite or imported as offsite borrow, for compliance with the requirements of Section 02200 prior to placement. PART 2- PRODUCTS 2.1 MATERIALS A. Excavation Support System: CONTRACTOR's option, suited for purpose. B. Fill Materials: Specification Section 02200. 02222 - 1 PART 3 - EXECUTION 3.1 PREPARATION AND LAYOUT 3 A. Establish extent of structural excavation by area and elevation; designate and identify datum eleva°ion. B. Set required lines and levels. C. Maintain bench marks and other reference points. 3,2 PROTECTION A. Protect, support and/or reroute existing utilities. B. Protect adjacent work from damage by excavation and backfilling operations. C. Protect adjacent structures from undermining. D. Support sides of excavations to prevent soils movement which may diminish the excavation width below width required for working. E. Support sides of excavation which interfere with normal 45 degree bearing splay of any foundation. 3.3 EXCAVATION SUPPORT SYSTEMS A. Design, installation and maintenance of temporary excavation support systems is the responsibility of the CONTRACTOR. Provide support systems at no additional expense to OWNER. B. Design and construct excavation support systems in accordance with OSHA Standards and interpretations. 3,4 GROUNDWATER AND SURFACE WATER CONTROL A. CONTRACTOR is responsible for designing, providing and maintaining a system for control of groundwater. B. Lowering groundwater by pumping from open sumps within foundation limits is not permitted. C. Provide adequate swales, darns, ditches and grades to prevent surface water from flowing into excavation. D. Maintain water control until structure is complete and backfill is brought to final grade unless otherwise directed by OWNER or ENGINEER. 02222 - 2 E. Groundwater or water from other sources may be present in excavations regardless of whether shown on boring logs. u� 3.5 EXCAVATION A. Excavate to lines and grades shown on the Drawings. Excavations shall be either braced or stored or laid back to a slope no steeper than two horizontal to one vertical. B. When excavation is essentially complete, verify depths and dimensions as well as soil classification and bearing capacity. C_ perform additional excavation only as approved by OWNER. D. Correct unauthorized excavation as directed at no cost to OWNER. E. Fill over-excavated areas under structure bearing surfaces with concrete or compacted sand fill as required by the OWNER or ENGINEER_ F. Excavate to within 1 foot of final grade, making anal excavation immediately prior to placement of formwork and reinforcing steel. Limit area of final excavation to that which is being prepared for concrete placement. Limit exposure of final excavated surface to 24 hours. If excavated surface is exposed longer than 24 hours or is damaged due to weather conditions, CONTRACTOR shall excavate four inches and provide a concrete seal slab. Keep excavations free of standing water until concrete and backfill operations are ccmptete. G. Seal slabs shall be used where called for on the Drawings or as specified in paragraph F above. 3.0 BACKFILLING A. Verify fill materials to be reused are acceptable. B. Verify foundation perimeter drainage installation has been inspected. C. Verify underground tanks are anchored to their own foundation to avoid floatation r after backfilling. r D� Backfill materials shall be as specified in Section 02200. E. Backfill around structures as soon as possible after approval by the OWNER or 3 ENGINEER. F. Systematically backfill to allow maximum time for natural settlement. Ido not backfill over porous, wet, frozen or spongy subgrade surfaces, G. Maintain moisture content of backfill materials as specified in Section 02200- 02222 - 3 2200_02222 - 3 H. Do not backfill against walls until concrete has been in place at least seven days. I. Do not backfill against unsupported foundation walls or partially completed — structures until after main floor slabs have been in place at least seven days and placement is approved by the OWNER or ENGINEER. J. Backfill simultaneously on each side of foundation walls and other structures to equalize soil pressures. Provide temporary bracing as required. K. Take special care to prevent wedging action against structure. Bench or serrate — siopes bounding excavation. L. Make grade changes gradual. Blend slope into Level areas. M. Surplus backfill materials shall be removed from site and disposed of in accordance with all applicable regulations. N. Tolerance for Top Surface of Backfilling; Plus or minus 0.1 foot from required elevations. 'Regardless of tolerances, grading shall be performed in such a manner as to prevent ponding of water on compacted surfaces. 3.7 COMPACTION A. Remove shoring and sheeting unless otherwise approved by the ENGINEER. The cost of abandoned shoring and sheeting is to be borne by the CONTRACTOR. B. Compact fill materials in accordance with Section 02200. C. Remove and replace improperly compacted backfill material at no cost to OWNER. 3.8 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of the General Conditions. B. Tests and analysis of fill material will be performed in accordance with ANSI/ASTM and with the General Conditions. C. Compaction testing will be performed in accordance with ANSI/ASTM D698 and with the General Conditions. D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no east to OWNER. E. Frequency of Tests: 1. Density and moisture testing shall be in accordance with Section 02200. 02222 - 4 F. Proof roll compacted fill surfaces under structures and paving as specified in Section 02200. 3.9 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of General Conditions. S. Recompact fills subjected to vehicular traffic. 3.19 GLEAN LIP A. Remove surplus fili materials to onsite spoil areas as directed by the OWNER or ENGINEER. ENID OF SECTION 02222 - 5 SECTION 03100 CONCRETE FORMWORK PART 1 - GENERAL 1.1 SCOPE OF WORT( A. The work performed under this section of the Specifications shall consist of furnishing and installing formwork for cast-in-place concrete, with shoring, bracing, anchorage and all necessary accessories. Openings in the formwork for other work shall be provided. All stripping activities shall be included under this section. 1.2 RELATED SECTIONS A. Section 413200.- Concrete Reinforcement. B. Section 03300: Cast-in-Place Concrete. 1.3 REFERENCES A. ACI 3478: Guide to Formwork for Concrete. B. ACI 301: Standard Specifications for Structural Concrete. C. PS-1: Construction and Industrial Plywood. D. ACI 318: Building Code Requirements for Reinforced Concrete. E. ACI 350: Environmental Engineering Concrete Structures, F. ACI 117: Standard Specifications for Tolerances for Concrete Construction and Materials. 1.4 DESIGN REQUIREMENTS A. CONTRACTOR shall be responsible for the design, engineering and construction of formwork, shoring and bracing to conform to design and code requirements; resultant concrete to conform to required shape, line and dimension. Design and construction of formwork shall take into account live loads, dead loads, weight of moving equipment operating on formwork, concrete mix, height of concrete drop, vibrator Frequency, temperature, foundation pressures, stresses, lateral stability and ether factors pertinent to the safety of personnel and structures. CONTRACTOR shall provide shores, struts, and trussed supports as necessary- 03100 - ecessary-03100 - 1 1.5 QUALITY ASSURANCE A. Werk shad be performed in accordance with the standards referenced in Part 1,3 of this specification. 1.5 DELIVERY, STORAGE AND HANDLING A. Store off ground in ventilated and protected manner to prevent deterioration from moisture. 1.7 COORDINATION Y A. Coordinate this section with other sections of the Work which require attachment of components to formwork. PART 2 PRODUCTS 2.1 FORM MATERIALS A. Facing Materials: 1, Unexposed Finish Concrete: Any standard form materials that produce structurally sound concrete. Provide lumber dressed on at feast two edges and one side for tight fit. 2. Exposed Finish Concrete, Materials selected to offer optimum smooth, stain free final appearance and minimum number of joints. Provide materials with sufficient strength to resist hydrostatic head without bow or deflection in excess of allowable tolerances, and as follows: a. Plywood: PS-1 "B-B (Concrete Form) Plywood," Class I, Exterior Grade, mill-ailed and edge-sealed. b. Lumber: Southern Pine special, No. 2 grade, with stamp grade clearly visible. _. C_ Steel: Minimum 16 gauge sheet, well matched and tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearances of finished concrete surfaces. d. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished concrete - surfaces. 2.2 FORMWORK ACCESSORIES A. Form Ties: 1. Metal form ties, snap-off type, 1-112 inch break back dimension, galvanized metal, with waterproof washer at mid-point of rod, shall be used to hold forms in place. The ties, when removed„ shall leave a 03100 - 2 smooth opening in the concrete surface not larger than 718 inch in diameter. 2. After the tie rods are broken back, the holes shall be thoroughly cleaned to remove all grease and loose particles; then non-shank cement-sand mortar, as dry as practicable, shall be carefully placed into the holes in small quantities. After the holes are completely filled, all excess mortar shall be struck off flush and the surface finished in such a manner as to render the filled hole as inconspicuous as possible. If these patches appear to be darker than the other surface of the concrete, white cement shall be used in the mortar as required_ 3. "Supertie" fiberglass form tie system as manufactured by RJD Industries, Inc., 26945 Cabot Road, Suite 107, Leguna Hill, California, (800)344- 4753. Provide spreader rod, ties, gripper and all necessary accessories and installation devices. Provide gray color rod_ Install Supertie in accordance with supplier's instructions. After removal of forms, grind Supertie flush to wall. B, Form Release Agent: Colorless mineral oil which will not stain concrete, absorb moisture or impair natural bonding or color characteristics of coating intended for use on concrete. C. Corners: Chamfered, rigid plastic or wood strip type; 314" x 314" size; maximum possible lengths. Accurately formed to produce uniformly straight lines and tight edge joints. D_ Nails, Spikes, lag Molts, Through bolts, Anchorages; Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. E. Waterstops: 1_ Resilient Type - Polyvinyl chloride, minimum 2,000 psi tensile strength, minimum 501F (15°C) working temperature range, 6-irich wide for construction points, 9-inch wide for expansion joints, maximum possible lengths, ribbed profile, preformed corner sections, heat welded jointing; "Wire Stop" as manufactured by Paul Murphy Plastic Co. Or approved equivalent_ PART 3 - EXECUTION 3.1 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with Drawings. 3.2 EARTH FORMS A. Earth forms are not permitted. 03100 - 3 3.3 INSTALLATION A. Formwork - General: Provide sloped surfaces steeper than 1.5 horizontal to 1 vertical with a top form to hold shape of concrete during placement, unless it can be demonstrated that top forms can be omitted. Construct the forms to correct shape and dimensions, mortar-tight, of sufficient strength, braced and tied together so that the forms shall be strong enough to maintain their shape under all imposed loads from the movement of workers, equipment, materials, or the placing and vibrating of the concrete. Camber where necessary to assure level finished soffits unless otherwise shown on the Drawings. Verify the horizontal and vertical positions of forms and correct all inaccuracies before placing concrete in any form. Complete all wedging and bracing before placing concrete. B. Forms for"Smooth Finish" Concrete: Use steel, plywood or lined board forms uniform in size. Clean and smooth plywood and form liners. Free edges and holes from damage. Form lining shall have close-fitting square joints between separate sheets and shall not be sprung into place. Sheets of form liners and plywood shall be full size wherever possible and joints shall be taped to prevent protrusions in concrete. Use special care in forming and stripping wood forms to protect corners and edges, Level and continue all horizontal joints. Wet wood forms at all times until stripping. C. Framing, Studding, and Bracing_ Space studs at 16 inches on center maximum for boards and 12 inches on center maximum for plywood. Framing, bracing, centering, and supporting members shall be of adequate size and strength to carry safely, without deflection, all dead and live loads to which farms may be - subjected, and shall be spaced sufficiently close to prevent any bulging or sagging of farms. Soffits of all beams forms shall[ be constructed of material a minimum of 2 inches thick. Distribute bracing loads over base area on which bracing is erected. When placed on ground, protect against undermining, settlement or accidental impact. D. Erect formwork, shoring and bracing to achieve design requirements, in accordance with the requirements of ACI 301. E. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. F. Align joints and make watertight. Keep form joints to a minimum. G. Obtain approval from OWNER or ENGINEER before framing openings in structural members which are not indicated on Drawings. ` H. Provide chamfer strips on exposed edges unless drawings note otherwise. 1, Do not reuse wood formwork more than three times. Do not patch formwork. 3.4 APPLICATION - FORM RELEASE AGENT 03100 - 4 r A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C_ Do not apply farm release agent where concrete surfaces will receive special finishes or applied coverings which are affected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. D. Reuse and Coating of Forms: Thoroughly clean forms and reapply form coating before each reuse. For exposed work, do not reuse any form which cannot be reconditioned to "like new" condition. Apply form coating to all forms in accordance with the manufacturer's specifications, except where "scored finish" is required as shown on the Drawings. Do not coat Forms for concrete that is to receive a "scored finish". 3.5 INSERTS, EMBEDDED PARTS AND OPENINGS A. Provide formed openings where required for items to be embedded in or passing through concrete work. B. Locate and set in place items that will be cast directly into concrete. C. Coordinate with Work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other Work. D. Provide temporary ports or openings in formwork to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. E. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.6 FORM CLEANING A. Clean and remove foreign matter within forms as erection proceeds. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. D. During cold weather, remove ice and snow from within forms. Do not use de- icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter. 03100 - 5 3.7 FORMWORK TOLERANCES A. Construct formwork so as to maintain tolerances required by ACI 347, Chapter 3.3, except as otheRvise noted. 3.8 FIELD QUALITY CONTROL A. Independent Testing Agency to inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. B. Notify the Owner/Engineer and Independent Testing Agency after placement of reinforcing steel in the forms, but prior to placing any concrete, so that inspection ` can be made. 3.9 FORM REMOVAL A. The time for removal of forms shall comply with ACI 318. If curing temperatures are below 54°F (I 5'C), the time for removal shall be increased by fifty percent (50%). In no case shall the forms or bracing be removed until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefufiy. Do not wedge pry bars, hammers or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms END OF SECTION 03100 - 6 SECTION 03200 CONCRETE REINFORCEMENT PART 1 - GENERAL 1.1 SCOPE OF WORK A. The work included in this section of the Specifications shall consist of furnishing and installing reinforcing steel bars, welded wire fabric and accessories for cast- in-place concrete. -1.2 RELATED SECTIONS A. Section 03100: Concrete Formwork B. Section 03300: Cast-in-Place Concrete. 1.3 REFERENCES A. ACi 301 — Standard Specifications for Structural Concrete. B. ACI 318/318R - Building Code Requirements for Structural Concrete and Commentary- C. ACI 315 — Details and Detailing of Concrete Reinforcement. D. ANSI/ASTM A82- Cold Drawn Steel Wire for Concrete Reinforcement. E. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. F. SP-66-88 - ACI Detailing Manual. G. ANSIIASTM A496 - Deformed Steel Wire Fabric for Concrete Reinforcement. H. ANSIIASTM A 497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. I. ANSI/AWS D1.4 - Structural Welding Code for Reinforcing Steel. J. ANSIIAWS D12.1 - Reinforcing Steel Welding Code. K. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. L. CRSI - Concrete Reinforcing Steel Institute Manual of Practice. 10, CRSI 63 - Recommended Practice for Placing Reinforcing Bars. 03200 - 1 N. CRSI 65 - Recommended Practice for Placing bar Supports, Specifications and Nomenclature. 1.4 SUBMITTALS A. Submittals shall meet the requirements of The City of Fort Worth Material and T Construction Specifications. B_ Shop Drawings: Indicate bar sizes, spacings, locations and quantities of reinforcing steel and welded wire fabric, bending and cutting schedules, supporting and spacing devices, and joint and splice locations_ C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. D. Comply with ACI 315, Chapters 1 through 8- E. Submit for review manufacturer's specifications and installation instructions for all proprietary products, including sleeves for welded splices. 1.5 QUALITY ASSURANCE A. Perform work in accordance with referenced standards. Submit certified copies of mill test report of reinforcement materials analysis. 1.6 COORDINATION A. Coordinate work with other trades, placement of formwork, formed openings and other work. PART 2 - PRODUCTS _ 2.1 REINFORCEMENT A. Reinforcing Bars: New, deformed billet steel conforming to ASTM A615, Grade 60 for nonweldable bars and ASTM A706, Grade 60 for weldable bars. B. Welded Wire Fabric: ASTM A185 for smooth wire and ASTM A457 for deformed wire. 2.2 ACCESSORY MATERIALS - A, Tie Wire. Minimum 16-gauge annealed type. B. Supports for Reinforcement: Conform to CRSI 63. 03200 - 2 F C. Special Chairs, Bolsters, bar Supports, Spacers Adjacent to Weather Exposed Concrete Surfaces: Plastic coated steel or stainless steel type, size and shape as required. D. Splices: 1, Mechanical Connections: a. Compression: Gateway Building Products "G-Loc" or approved equivalent. b. Tension: Lenton Anchor or approved equivalent. Connection device shall develop 125 percent of yield strength of bar, 2. Welded Splices: "Cadwell" °Thermoweld" or approved equivalent. Size device to develop 125 percent of yield strength of bar. 2.3 FABRICATION A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice. B. Locate reinforcing splices not indicated on Plans at point of minimum stress. Review location of splices with OWNER or ENGINEER. PART 3 - EXECUTION 3.1 PLACEMENT A. Place, support and secure reinforcement against displacement by means of accepted spacers, chairs or hangers. Do not deviate From required position, B. Do not displace or damage vapor barrier. C. Accommodates.lacement of formed openings. p p g D. Conform to ACI 318 code for concrete cover over reinforcement. E. Clean reinforcement to remove loose rust, mill scale, oil, earth, ice and other materials which might reduce or destroy bond with concrete. 3.2 FIELD QUALITY CONTROL A. Concrete shall not be placed until reinforcing steel is inspected by City Inspector. All concrete placed in violation of this provision will be rejected. The CONTRACTOR shall give City Inspector 24 hours notice after completion of reinforcement placement prior to placement of concrete. END OF SECTION 03200 - 3 SECTION 03300 CAST-IN-PEACE CONCRETE PART 1 - GENERAL 1.1 SCOPE OF WORK This section includes all work required in placing, finishing and curing cast-in-place concrete associated with the following: A. Cast-In-place concrete for structures and components including, but not limited to, foundations, beams and slabs. 1' B. Floors and slabs on grade. C. Control, and expansion and contraction joint devices associated with concrete work including joint sealants. D. Equipment pads, light pole bases, thrust blocks and manhole bases. 1.2 RELATED SECTIONS t A. Section 03100 — Concrete Formwork.. B. Section 03200— Concrete Reinforcement. 1.3 REFERENCES A. ACI 301 - Standard Specifications for Structural Concrete. B. ACI 302 - Guide for Concrete Floor and Slab Construction. C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concretc. D. ACI 305R - Hot Weather Concreting. E. ACI 3068 - Cold Weather Concreting. F. ACI 308 - Standard Practice for Curing Concrete, G_ ACI 318/318R - Building Code Requirements for Structural Concrete and Commentary. H. ANSUASTM D1752 - Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction, f. ASTM C33 - Concrete Aggregates. 'Ire f 03300 - 1 J_ ASTM C94 - Ready-Mixed Concrete. K. ASTM C150 - Portland Cement. L. ASTM 0264 - Air-Entraining Admixtures for Concrete. M. ASTM 0494 - Chemical Admixtures for Concrete. 1.4 SUBMITTALS _. A. Submit under provisions of City of Fort Worth General Construction Documents. B. Product Hata: Submit data on joint devices, attachment accessories, concrete, admixtures, and fly ash to be used in concrete. C. Manufacturer's Installation Instructions: Submit installation procedures and interface required with adjacent work. D. Provide mill certificates from material supplier certifying that the following items have been tested and comply with the Contract Documents. 1. Portland Cement. 2. Fly Ash. _ E. Material supplier for concrete aggregates to provide written affidavit the following items have been tested and comply with the requirements of the Contract Documents- 1, Coarse and fine aggregates for normal weight concrete. F. Provide concrete mix designs for different classes of concrete required for the project. Mix designs to include field test data or trial mixture data as required by ACI 301. G. Submit quality control program of the proposed concrete supplier and provide copies of test reports_ 1.5 QUALITY ASSURANCE ! A. All work shall be performed in accordance with the standards referenced in Part 1.3. Cement and aggregate shall be obtained form the same source for all work. 1.6 COORDINATION A. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS 03300- 2 A_ Cement: ASTM C150, Type 11 unless noted. B. Fine and Coarse Aggregates: ASTM C33. 1, Do not use aggregates containing soluble salts or other substances such as iron sulfides, pyrite, marcasite, ochre, or other materials that can cause stains on exposed concrete surfaces. 2. Fine Aggregate. Clean, sharp, natural sand free from loam, clay, lumps or other deleterious substances. Dune sand, hank run sand and manufactured sand are not acceptable- 3- Coarse Aggregate: Clean, uncoated, processed aggregate containing no clay, mud, foam or foreign matter, as follows: a. Crushed stone, processed from natural rock or stone. b. Wash gravel, either natural or crushed. Use of slag and pit or bank run gravel is not permitted. C. Coarse Aggregate Size: Size to be ASTM C33, Nos, 57 or 57. C. Water: Clean and not detrimental to concrete. 2.2 ADMIXTURES A. Air Entrainrnent. ASTM 0250; MB-VR manufactured by Master Builders Company or approved equivalent. B. Chemical Admixtures: ASTM C494, as follows: 1. Type A -Water Reducing-Pozzolith manufactured by Master Builders Company or approved equivalent. 2. Type B - Retarding. 3, Type C -Accelerating. 4. Type D -Water-reducing and Retarding_ 5. Type E - Water-reducing and Accelerating. & Type F -Water-reducing, High Range. 2.3 ACCESSORIES A. Bonding Agent: Polymer resin emulsion. B. Non-Shrink Grout: ASTM 01107, Grade A, premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents, capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. 2.4 ,JOINT DEVICES AND FILLER MATERIALS A. Joint Filler Type 8: ASTM D1752; Type 11 Cork and Type 111 Self-Expanding Cork. B. Joint Sealing Filler: As specified in Section 02512. 2.5 CONCRETE MIX 03300 - 3 A. Provide concrete with the following mix design limitations where Class "I" concrete is specified to result in concrete placed in the field of minimum compressive strength of 4000 psi at 28 days based on test cylinders which are F taken during concrete placement. Unit Measurement Minimum Compressive Strength (7 day) 3000 psi Minimum Compressive Strength (28 day) 4000 psi Coarse Aggregate ASTM C33, No. 57 or 67 Fine Aggregate ASTM C33 WaterlCement. Ratio (maximum) 0.44 by weight Air Entrainment 5-7 percent Slump 3 inches plus or minus 1 inch _ Minimum Cement Content 564 pounds per cubic yard B. Provide concrete with the following mix design limitations where Class "ll" concrete is specified to result in concrete placed in the field of minimum compressive strength of 2000 psi at 28 days based on test cylinders which are taken during concrete placement_ Unit Measurement - Minimum Compressive Strength (7 day) 1500 psi Minimum Compressive Strength (28 day) 2000 psi Coarse Aggregate ASTM C33, No. 467 Fine Aggregate ASTM C33 Water/Cement Ratio (maximum) 0.82 by weight Air Entrainment None Slump 4 inches plus or minus 1 inch Minimum Cement Content 376 pounds per cubic yard C. Trial design batches, mixture proportioning studies, and testing requirements for various classes and types of concrete specified shall be the responsibility of the CONTRACTOR. Mixture proportions shall be based on compressive strength as determined by test specimens fabricated in accordance with ASTM C 192 and tested in accordance with ASTM C 39. Provide samples of all materials used in mixture proportioning studies that are representative of those proposed for use in the project. Provide manufacturer's or producer's test reports indicating compliance with these specifications. Make trial mixtures having proportions, consistencies, and air content suitable for the work based on methodology described in ACI 211."1, using at least three different water-cement ratios for each type of mixture, which will produce a range of strength encompassing those required for each class and type of concrete required on the project. The maximum water-cement ratios will be the equivalent water-cement ratio as determined by conversion from the weight ratio of water to cement plus pozzolan. Design laboratory trial mixtures for maximum permitted stump and air content. Make separate sets of trial mixture studies for each combination of cementitious materials and each combination of admixtures proposed for use. Do not use combination of either until proven by such studies, except that, if approved in writing and otherwise permitted by these specifications, an accelerator or a retarder may be used without separate trial mixture study_ Make separate trial 03300 -4 mixture studies for concrete for any conveying or placing method proposed which requires special properties and for concrete to be placed in unusually difficult placing locations. Report the temperature of concrete in each trial batch. For each water-cement ratio, make at least three test cylinders for each test age and cure in accordance with ASTM C 192. Test cylinders at 7 and 28 days in accordance with ASTM C 39. From these test results, plot a curve showing the relationship between water-cement ratio and strength for each set of trial mix studies. In addition, plot a curve showing the relationship between 7 day and 28 _ day strengths. Design each mixture to promote easy and suitable concrete placement, consolidation and finishing, and to prevent segregation and excessive bleeding. D. Average Compressive Strength Required for Mixtures: Select the mixture proportions during mixture design studies to produce a required average compressive strength (fcr) exceeding the specified compressive strength (f c) by the amount indicated below_ This required average compressive strength, fcr, will not be a required acceptance criteria during concrete production. However, whenever the daily average compressive strength at 28 days drops below fcr during concrete production, or daily average 7-stay strength drops below a strength correlated with the 28-day fcr, adjust the mixture, as approved, to bring the daily average back up to fcr. During production, adjust the required fcr, as appropriate, based on the standard deviation being attained on the job. E. Computations from Test Records: Where a concrete production facility has test records, establish a standard deviation in accordance with the applicable provisions of ACI 214.3R. Provide test records from which a standard deviation is calculated, which represents materials, quality control procedures, and conditions similar to those expected; represents concrete produced to meet a specified strength or strengths (f c)within 1,000 psi of that specified for proposed work; and consists of at least 30 consecutive tests and be current to within the past 12 months. A strength test is the average of the strengths of two cylinders made from the same sample of concrete and tested at 28 days. For the required average compressive strength fcr used as the basis for selection of concrete proportions use the larger of the equations that follow based on the standard deviation determined above: fcr = fc + 1.34S where units are in psi f cr = f'c + 2.335 - 500 where units are in psi Where S = standard deviation Where a concrete production facility does not have test records meeting the requirements above but does have a record based on 15 to 29 consecutive tests, establish a standard deviation as the product of the calculated standard deviation and a modification factor from the following table: NUMBER OF TESTS MODIFICATION FACTOR FOR STANDARD DEVIATION 15 1.16 03300 - 5 20 1,08 25 1.03 30 or more 1.00 F. Computations without Previous Test Records. When a concrete production facility does not have sufficient field strength test records for calculation of the standard deviation, determine the required average strength fcr as follows: 1. If the specified compressive strength fc is less than 3,000 psi: fcr = fc + 1000 psi 2, if the specified compressive strength fc is 3,000 to 5,000 psi: f'cr= fc + 1,2001 psi G. Use accelerating admixtures in cold weather only when approved by ENGINEER. Use of admixture will not relax cold weather placement requirements. H. Do not use calcium chloride in concrete or in any admixture. 1. Use set retarding admixture during hot weather only when approved by ENGINEER. J. Use air entraining agent in all concrete mix except for interior slabs subject to abrasion or unless otherwise shown. K. Maximum chloride ion content For corrosion protection shall meet table 4.4.1 listed in ACI 3181318R. Testing for chloride ion content shall conform to AASHTO T260. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions prior to construction. B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely and will not cause hardship in placing concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying - bonding agent in accordance with manufacturer's instructions- 03300 - 6 nstructions.03300 - 6 B. In locations where new concrete is to be doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout, unless capsule anchors or other form of fastening is shown on Plans. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 3048. a B. Notify OWNER minimum 24 hours prior to commencement of operation. C. Ensure that reinforcement, inserts, embedded parts, formed joint filters, joint devices and water stops are not disturbed during concrete placement. D. Screed floors, maintaining surface Flatness of '/. inch in 10 feet. E_ Maintain records of concrete placement. Record date, location, quantity, air temperature and test samples taken. F. Place concrete continuously between predetermined expansion, control, and construction joints. G. Do not interrupt successive placement; do not permit cold joints to occur. H. Construction joints to be located as indicated or where approved. In general, locate construction joints for supported slabs, beams and girders near the middle of the span. If a beam intersects a girder at this paint, offset the joint a distance equal to twice the width of the beam. 3.4 COLD WEATHER REQUIREMENTS A. Use special protection measures approved by the OWNER/ENGINEER, if freezing temperatures are anticipated before the expiration of the specified curing period. Maintain the ambient temperature of the air where concrete is to be placed and the temperature of surfaces to receive concrete above 49 degrees F. Maintain the temperature of the concrete when placed between 50 degrees F and 75 degrees F. Heating of the mixing water or aggregates will be required to regulate the concrete placing temperature. Provide materials entering the mixer free from ice, snow, or frozen lumps. Do not allow salt, chemicals or other- materials on the concrete to prevent freezing. Upon written approval, an accelerating admixture conforming to ASTM C 494, Type C or E may be used, provided it contains no calcium chloride. Do not use calcium chloride. 3.5 HOT WEATHER REQUIREMENTS A. When the ambient temperature during concrete placing is expected to exceed 85 degrees F, place and finish the concrete with procedures previously submitted and as specified herein. Deliver the concrete at a temperature to the forms that does not exceed the temperature shown in the table below when measured in 03300 - 7 accordance with ASTM C 1064. Cool steel forms and reinforcements as approved prior to concrete placement when steel temperatures are greater than 120 degrees F. Cool conveying and placing equipment, if necessary, to maintain proper concrete-placing temperature. During periods of hot weather, take the following precautions to prevent the formation of plastic shrinkage cracks resulting from excessive loss of moisture from the concrete- - Maximum Allowable Concrete Placing Temperature Relative Humidity, Percent, Maximum Allowable Concrete During Time of Temperature Concrete Placement Degrees Greater than 60 90 F _ 40 to 60 85 F Less than 40 80 F 3.6 PREVENTiON OF PLASTIC SHRINKAGE CRACKING A. Be alert to the tendency for plastic shrinkage cracks to develop and shall institute measures to prevent this during hat weather with low humidity, and particularly with appreciable wind, as well as interior placements when space heaters - produce low humidity. Take particular care if plastic shrinkage cracking is potentially imminent and especially if it has developed during a previous placement, Periods of high potential for plastic shrinkage cracking can be anticipated by use of Fig. 2.1.5 of ACI 305R. In addition further protect the concrete placement by erecting shades and windbreaks and by applying fog sprays of water, sprinkling, ponding or wet covering_ Fill plastic shrinkage cracks Y that occur by injection of epoxy resin as directed, after the concrete hardens. Do not trowel over plastic shrinkage cracks or fill with scurry. 3.7 CONCRETE FINISHING A. Provide formed concrete surfaces to be left exposed with smooth rubbed finish. B. Apply non-stip broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as shown on the Plans or in the schedules. Immediately after trowel finishing, slightly roughen the concrete surface by grooming in the direction perpendicular to the main traffic route. Use fiber-bristle broom unless otherwise directed. Coordinate the required final finish with the ENGINEER before application. C. Steel trowel surfaces which are scheduled to be exposed. 1 03300 -8 I D. In areas with floor drains, maintain floor elevation at wails. Pitch surfaces uniformly to drains at nominal slope indicated on the Plans_ 3.8 CURING AND PROTECTION rA. Curing shall conform to the requirements of ACI 308, N B. Curing operations shall follow finishing operations within 2 hours and shall continue for 7 days. rC. Curing shall be accomplished by one of the following methods= 1. Ponding or continuously sprinkling. 2, Absorptive mats or fabrics kept continuously wet. 3. Use of approved curing compounds. Curing compounds shall not be used on any surface which will receive additional concrete or where concrete hardeners or terrazzo floors are scheduled to be installed. Remove the compound film from all exposed surfaces at the end of the curing period. r3.9 FIELD QUALITY CONTROL A_ Independent Testing Laboratory to provide testing services. Testing and inspection services to include the following items: 1. Review concrete mix design for each class of concrete, 2. If required by OWNER/ENGINEER, inspect concrete hatching, mixing OR and delivery operation, 3. Provide testing of concrete for every 75 cubic yards of each class of concrete placed. If the total quantity of concrete placed on a given day is Flo less than 75 cubic yards make one set of test cylinders. A set of test cylinders is defined as four concrete cylinders. Make the concrete cylinders per ASTM C 31. Test each set of test cylinders for the following .. items and prepare test reports and send to the OWNER, ENGINEER and CONTRACTOR: a. Compressive 'Strength Testing: Perform test per requirements of ASTM C 39. Test one cylinder at 7 days, two cylinders at 28 days. Extra cylinder will be tested at 56 days, if required. b. Determine slump for each set of test cylinders per requirements of ASTM C 143. C. Determine temperature of each set of test cylinders per Y requirements of ASTM C 1054. d. Determine amount of air content in each set of test cylinders per ASTM C 138, ASTM C 173 or ASTM C 231. Independent Testing Agency to determine the appropriate test method. 4_ When required by ENGINEER or OWNER, test hardened concrete as follows: a. Nondestructive Testing: Use the rebound hammer per requirements of ASTM C 805 or pulse velocity method per - requirements of ASTM C 597, 03300- 9 F_ b. Core concrete per the requirements of ASTM C 42.Take one additional test cylinder during cold weather concreting and cure on job site under the same conditions as concrete it represents. 3.10 PATCHING A. Allow OWNER/ENGINEER to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify OWNER/ENGINEER upon discovery. C. Repair form tie holes requiring repair and other defects whose depth is at least as great as their surface diameter but not over 4 inches, by the damp-pack mortar method. Ream form tie holes and cut out other similar defects to sound concrete. Thoroughly clean, thoroughly wet, brush-coat with a thin coat of neat cement grout and fill the void with. mortar. Provide a stiff mix of mortar of 1 part portland cement to 2 parts fine aggregate passing the no. 16 mesh sieve, and minimum amount of water, Only use sufficient water to produce a mortar which, when used, will stick together on being molded into a ball by a slight pressure of the hands and will not exude water but will leave the hands damp. Mix mortar and allow to stand for 30 to 45 minutes before use with remixing performed immediately prior to use. Thoroughly tamp mortar in place in thin layers using a hammer and hardwood block. Completely fill holes passing entirely through walls from the inside face by forcing mortar through to the outside face. Pack all holes full. Moist cure damp-pack repairs for at least 48 hours. D. 'Remove defective concrete, extend removal into completely sound concrete. Use only approved equipment and procedures which will not cause cracking or microcracking of the sound concrete. If reinforcement is encountered, remove concrete so as to expose the reinforcement for at least 2 inches on all sides. Outline all such defective areas greater than 12 square inches by saw cuts at least 1 inch deep. Outline defective areas fess than 12 square inches by a 1 inch deep cut with a core drill in lieu of sawing. Provide all saw cuts with straight lines in a rectangular pattern in line with the formwork panels. After concrete removal, thoroughly clean the surface by high pressure washing to remove all loose material. Keep surfaces continually saturated for the first 12 of the 24 'hours immediately before placing mortar and keep damp but not wet at the time of commencing mortar placement_ Either hand-placed mortar or mortar placed with a mortar gun may be used. If hand-placed mortar is used, provide the edges of the cut perpendicular to the surface of the concrete. Brush coat the prepared area with a thin coat of neat cement grout. Make the repair using a stiff mortar, preshrunk by allowing the mixed mortar to stand for 30 to 45 minutes and then remixed, thoroughly tamped into place in thin layers. If hand-placed mortar is used, test each repair area for drumminess by firm tapping with a hammer and inspect for cracks, in the presence of the independent testing agency, immediately before completion of the contract, and to replace any showing drumminess or cracking_ If mortar placed with a mortar gun is used, use a small 03300 - 10 compressed air-operated gun to which the mortar is slowly hand fed and which applies the mortar to the surface as a high-pressure stream, as approved. Repairs made using shotcrete equipment will not be accepted. The mortar used to be the same mortar as specified for damp-pack mortar repair. If gun-placed mortar is used, bevel the edges of the cut toward the center at a slope of 1:1. Keep all surface applied mortar repairs continuously moist for at least 7 days. Provide moist curing consisting of several layers of saturated burlap applied to the surface immediately after placement is complete and covered with polyethylene streeting, all held closely in place by a street of plywood or similar material rigidly braced against it. Keep burlap continually wet_ 3.11 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be as determined by the OWNER or ENGINEER. C. Do not patch, fill, touch-up, repair or replace defective concrete except upon express direction of OWNER or ENGINEER for each individual area. 3.12 SCHEDULE - CONCRETE TYPES A. Class "I" concrete shall be steel reinforced and shall include the following: 1. Foundations 2. Walls 3, Slabs 4. Beams 5. Girders 6, Columns 7. Equipment Bases. B. Class "ll" concrete shall be placed with or without forms and shall be unreinforced. It is intended for use in the following applications- 1, pplications:1. Concrete fill 2. Working slab. 3.13 SCHEDULE - CONCRETE FINISHES A. All interior surfaces shall receive protective coating per City of Fort Worth Standard Specifications. END OF SECTION 03300 - 11 SECTION 15061 FIBERGLASS SEWER PIPE {FRP} PART 1 - GENERAL 1.1 SCOPE A. The Contractor shall furnish all labor, materials, tools, equipment, and perform all Work and services necessary For or incidental to the furnishing and installation, complete, of all Fiberglass Pipe (ASTM D3262) and -T fittings as shown on the Plans. B. All supplementary, miscellaneous, appurtenances, and devices incidental to or necessary for a sound, secure, complete, and compatible installation shall be furnished and installed as part of this scope. -- C. Pipe and fittings shown on piping drawings are general in nature. Contractor shall determine exact lengths and fittings required and make field adjustments necessary to complete piping and avoid conflicts. Changes to Plans and profiles of piping shall be submitted to the Engineer for approval. Pipe and fittings not incorporated into the project shall remain the property of the Contractor. Costs will not be paid by the Owner for materials not used in the Project, even if shown on the Plans. Additions and deletions to the scope shall be incorporated by Change Carder. 1.2 REFERENCED SPECIFICATIONS This specification references certain standard specifications, which are made a part hereof by such reference and shall be the latest edition and revision thereof. A. ANSIIAWWA C950 - Fiberglass Pressure Pipe B. ASTM D-3681 - Test Method for Chemical Resistance of "Fiberglass" (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe in a Deflected Condition, C. ASTM D-3262 - Specification for"Fiberglass" (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer Pipe. s. D, ASTM D-4161 - Specification for "Fiberglass" (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals. rE. ASTM F-477 - Specification for Elastomeric Seals (Gaskets) for Jointing Plastic Pipe_ F. ASTM D2992 - Method for Obtaining Hydrostatic Design Basis for Reinforced Thermosetting Resin Pipe and Fittings. 15451-1 G. ASTM D3567 - Deforming Dimensions of Reinforced Thermosetting Resin Pipe (RTRP) and Fittings. H. ASTM D3754 - Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer Force Main Industrial Effluents. 1.3 QUALITY ASSURANCE A. All pipes, joints and fittings supplied under this specification to, as a minimum, conform to the requirements of ASTM D-3262. 1.4 SUBMITTALS A. Contractor shall submit load and pipe calculations confirming selected pipe behavior. Load calculations shall include, but not be limited to, buckling resistance, pipe deflection, pipe wall strain cracking and wall crushing load_ All design calculations shall be sealed by a Registered Professional Engineer of the State of Texas. B. Product data submittals to include the following are as a minimum: 1. Details of the proposed pipe. 2. Details of proposed manholes. 3. Properties, strengths, etc. of the pipe. 4. Joint detail drawing, including maximum interior joint gap opening, in the deflected position and in the straight alignment. 5. Instructions on storage, handling, transportation, and pipe installation. 6. Standard catalog sheets. 7. Gasket type and composition showing ability to withstand the chemicals and conditions within sanitary sewers. 8. Pipe laying schedule. 9. Connections to all proposed structures including water stop_ 10. Certificates of compliance with all referenced standards. PART 2 - MATERIAL 2.1 PRODUCT MATERIAL A. Resin Systems: The manufacturer shall use only approved quality polyester resin systems for which he can provide a proven history of performance in this particular application. The historical data shall have been acquired from a composite material of similar construction and composition as the proposed product. B. Glass Reinforcement: The reinforcing glass fibers used to manufacture the components shall be of the highest quality commercial grade of E- glass filaments with binder and sizing compatible with impregnating resins. 15051-2 C. Fillers: Sand may be used. Sand shall be minimum 98% silica with a maximum moisture content of 9.2%. D. Additives: Resin additives, such as pigments, dyes, and other coloring agents, if used, shall be in no way detrimental to the performance of the product nor shall they impair visual inspection of the finished product. E. Rubber Gaskets: Gaskets shall meet the requirements of ASTM F-477- The chemical composition of the gaskets shall be compatible with the environment found in sanitary sewers_ F, The Contractor, during the fabrication of the pipe, shalt retain at his expense the services of a testing laboratory to make all tests of materials to be incorporated into the pipe and maintain control of the acceptance of these materials for fabrication of the pipe. During the fabrication of the pipe, the laboratory representative shall periodically Inspect the work to insure the pipe being fabricated is in accordance with design. When, in his opinion, the pipe is not being fabricated to accordance with design, such pipe shall be rejected for use by the Owner. Tests may be witnessed by the Engineer. The Contractor shall submit certificates of compliance with referenced standards for all products used in the manufacture of the FRP_ G. Each piece of pipe shall bear the approval stamp of the laboratory. The selection of this testing laboratory shall be subject to the approval of the Owner and all its work subject to the Engineer's review. H. Joints shall be made with fiberglass sleeve couplings with elastomeric sealing rings. Joints must meet the performance requirements of ASTM D4161. 2.2 DESIGN A. The manufacturer shall be responsible for design of all FRP sewer pipe. All FRP sewer pipe shall be designed in accordance with referenced standards and shall withstand a minimum of 54 feet of hydrostatic head and the maximum loads expected from burial, which shall include all anticipated five loads, dead loads and external hydrostatic toads from ground water extending either to the ground surface or to the 166 year flood plain elevation, whichever is the greater. The stiffness is to be measured in accordance with ASTM D2412 and shall in no case be less than 46 psi for open cut installation or slip lining installation. All designs shall be sealed by a Texas Registered Professional Engineer. 2.3 MANUFACTURE AND CONSTRUCTION A. Pipes: Pipe shall be furnished in the diameters shown on the Plans, � within the tolerances specified herein. Pipe shall be manufactured in a way as to result in a dense, nonporous, cor-osion-resistant, consistent composite structure to meet the operating conditions_ Stiffening ribs or rings are not to be used. 15051-3 B. Joints: Unless otherwise specified, the pipe shall be field connected with fiberglass sleeve couplings that utilize elastomeric sealing rings as the sole means to maintain joint watertightness. The joints must meet the _ performance requirements of ASTM D4101. The joint sleeves on jacking pipe shall have a maximum outside diameter no greater than the outside diameter of the pipe. - C. Fittings: Flanges, elbows, reducers, tees, wyes and other fittings, when installed, shall be capable of withstanding all operating conditions. Fittings may be contact molded or manufactured from mitered sections of pipe jointed by glass fiber reinforced overlays. Thrust blacks or other means of restraint may be used as necessary. D. Acceptable Manufacturers: 1. Hobas, USA 2. Amitech America, Ltd. 1 Approved Equivalent 2.4 DIMENSIONS A. Diameters: The actual internal diameter of the pipe shall be the nominal diameter t1 percent. B. Wall Thickness: The minimum average wall thickness shall be per the manufacturer's design in accordance with ASTM D3567. The minimum single point thickness to be not less than 90 percent of the Stated design - thickness. Minimum wall thickness required for this project shall meet the requirement of these specifications and shall be submitted to engineer prior to manufacture of pipe or fittings. C. End Squareness: All pipe ends to be square to the pipe axis. D. Tolerance of Fittings: The tolerance of the angle of an elbow and the angle between the main and leg of a wye or tee to be ±2 degrees. The tolerance on the Paying length of a fitting to be ±2 inches. 2.5 MARKING A, Each pipe shall be clearly marked on the interior surface of the pipe barrel with the nominal diameter, pipe stiffness, date of manufacture, the name or trademark of the manufacturer and the manufacturer's Quality Assurance stamp of approval in accordance with ASTM standards. Marking shall be painted thereon with waterproof paint. 15051-4 PART ? - EXECUTION 3.1 INSTALLATION BY OPEN CUT A. Installation: Bedding backfill and general installation requirements shall be in accordance with project plans and specifications and manufacturer's recommendations. B. Pipe Handling: Use of slings, ropes or forklift is recommended. Do not use chains or cab�es. C. Jointing: 1. Thoroughly clean the pipe bell coupling grooves and rubber gaskets to ensure no dirt is present. 2. Apply a pipe lubricant to the pipe ends and gaskets. Use only the lubricant supplied by the manufacturer. 3. Use suitable methods to push or pull the pipes together without ■ damaging the pipes_ 4. Contact manufacturer for the maximum angular deflection allowed. D. Field Testing: 1. infiltration 1 Exfiltration Test: Maximum allowable leakage shall not exceed local specification requirements. 2. Low Pressure Air Test: Each run ofpmay e ip Y be tested with air pressure (max 5 psi). They system passes the test if the pressure drop due to leakage through the pipe or pipe joints is less than or equal to the specified amount over the prescribed time period. 3. Individual Joint Testing: For pipes large enough for man entry; individual joints may be pressure tested with a portable fester to 5 psi max. with air or water in lieu of line infiltration, exfiltration, or air �r testing. E. Deflection: Maximum allowable long-term deflection shall not exceed 5% of the initial diameter. 3.2 INSTALLATION BY SLIP-LINING A. Insertion: Sections of liner pipe shall be field connected at the insertion point. An elastomeric gasket meeting the requirements of ASTM D4161 shall be used to provide a sealing system at each joint. Subaqueous gasket lubricant provided (or approved) by the pipe manufacturer shall be used in assembling the joints. 15051-5 B. Sealing at Termination Points: The annulus between the liner ,pipe and the host pipe shall be sealed at termination points and at intermediate structures. Bulkheads shall be constructed in sequence from upstream to downstream allowing sewage trapped in the annulus to escape. If annular grouting is to be performed, grout tubes and ventilation tubes shall be constructed into the bulkheads. C. Annular Grouting: The annulus between the finer pipe and the host pipe shall be grouted. 1. Grouting is not to be considered a structural component of the sewer. Z. Grout is placed to provide liner pipe stabilization, to protect the liner pipe if the host pipe is in structural distress, to fill voids in the pipe zone and to stop water infiltration through the host pipe annulus. 3. The annular grout should have a 28 day compressive strength greater than 100 psi and less than 1000 psi. 4. Grout should consist of Portland cement, pozzolanic fly ash and water. Foaming agents used in the production of cellular grouts shall be acceptable upon approval of the Owner. 5. No aggregates shall be used in the grout mix. Sand content, if used, shall be kept to a minimum. 0. With annular spaces of more than three inches, flotation of the liner should be taken into consideration. To avoid potential liner collapse, the recommended maximum grout pressure is 5 psi with a safety factor of 4:1. Contact the pipe manufacturer for consultation and additional information. E. Encasement: At paints where the liner is exposed (service connections, insertion pits, etc,), the liner pipe may, at the Owner's option, be encased in compacted sand, cement stabilized sand and/or other high density material. In preparation for the placing of the encasement material, debris shall be removed along each side of the liner pipe down to and under the haunches. After the encasement material is in place and accepted by the Owner's Representative, backfill is placed and compacted to the required finished grade in accordance with the job specifications. Particular care shall be taken to insure compacting of earth beneath lateral connections in order to prevent subsidence and resultant stress at the connections_ 15051.0 3.3 TESTING AND INSPECTION A. The Contractor will provide the Engineer with test reports certifying that the pipe has been tested in accordance with and exceeds all minimum requirements of ASTM D-3681 and ASTM D-2992. The Owner may elect to witness these tests_ Advance notification of testing date shall be provided. l3. The physical properties and characteristics of the pipes used in the project to have been determined by prototype testing of the manufactured product. These tests need not be conducted specifically for this project if prior tests on similar product of the same stiffness class and diameter have been previously completed. The Contractor is to obtain copies of all test results which must be retained and are to be made available to the Engineer. C. Joints: Coupling joints to be qualified per the tests of Section 7 of ASTM D4161. The Owner may elect to witness these tests. Advance notification of testing date shall be provided. D. Installed Pipe: Joints are to be individually tested. E. Rejected pipe must be identified by the manufacturer in a manner that will insure it will not be used on this project. The Owner must agree to the method of identification of rejected pipe. F. Deflection. The maximum allowable deflection shall be 3% at 30 days for pipe used in direct bury and tunnel operation. Use the maximum allowable deflection recommended by the manufacturer if the manufacturer requirements are more stringent. G. NOTE: All tests shall be witnessed by an independent testing laboratory. 3.4 MEASUREMENT AND PAYMENT A_ Measurement for payment will be based on the actual linear feet of pipe installed, which shall not include manholes unless the installed pipe is an integral part of the manhole. Payment will be at the contract unit price per linear foot of pipe as shown on the Plans and listed in the Bid Proposal. Radius pipe, bends and fittings where called out on the plans, shall be considered subsidiary to the standard pipe cost. END OF SECTION 15051-7 r SECTION E1 - MATERIAL SPECIFICATIONS +• SECTION E2 - CONSTRUCTION SPECIFICATIONS .JANUARY 1, 1978 (REVISED 1129188) in rw TABLE OF CONTENTS E Section E Specifications E(1) vo E1-2 Backfill E1-2(1) r E2-2.11 Trench Backfill E2-2(1) r• r• r PM r-4 an SECTION E SPECIFICATIONS JANUARY 1, 1978 All materials, construction methods and procedures used in this project shall conform to Sections E1, E2, and E2A of the Fart 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 E 1, E2, and E2A of the Fort Worth Department General contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copied verbatim herein, and such Sections are tiled 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 E1 MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS SECTION E1 - MATERIAL SPECIFICATIONS MATERIAL STANDARD E1-2 JANUARY 1, 1978 (APRIL 20, 1981) - E1-2 BACKFILL E1-2.4 BACKFILL: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows:) c. Additional backfill requirements were approved for use in streets: _ (1) Type B Backfill (a) 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 jetting- (b) Material meeting requirements and raving a PI of 9 or more shall be considered for use only with mechanical compaction. r PE SECTION E2 - CONSTRUCTION SPECIFICATIONS CONSTRUCTION STANDARD E2-2.11 r JANUARY 1, 1878 (APRIL 20, 1981) PW E2-2.11 TRENCH BACKFILL: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for Paragraph a.1. where the "95% modified Proctor density" shall remain unchanged). r f f t f f F f VENDOR COMPLIANCE TO STATE LAW VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 520 relative to the award of contracts to non-resident bidders. The law that, in order to be awarded a contract as law bidder, non-resident bidders (out-of state contractors whose corporate offices or principle place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principle place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principle place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), or principle place of business, are not required to underbid resident bidders. B. Jur principle place of business or corporate offices are in the State of Texas. BIDER: By Company (please print) Signature: Title: City State Zip (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION - CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION PM a CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW r Pursuant to V.T.C.A. Labor Code §406.96(2000), as amended, Contractor certifies that it R provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No. 3755 and City of Fort Worth Water Project No. P162-060162141070 Sewer Project No. P172-060172141050 CONTRACTOR By:_ � Name: Fa--4y< e cy,i t- Title: ,c', A t5'1AC4Vi Date- _� -- STATE OF TEXAS A. § § COUNTY OF TARRANT § Before me, the wider-signed authority, on this day personally appeared bjp, , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of V k C.E QESI tum for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this 12— day of��, 2001. .........'__ 't A LE Notary Public in an or the State of • ,_ Rr+�,i StRW of Texas Exp.06-12-2004 Texas 1 PART F - BONDS AND INSURANCE CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND AODM, CERTIFICATE OF LIABILITY INSURANCE DATE 30/200' ?ROOUCER (214)739-4800 FAX ('214)987-1955 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mondics Insurance Croup, Inc. ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE 8235 Douglas Ave. . Ste 829 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Dallas, TX 75225 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# 1NSURE0 Oscar Renda Contracting, Inc. INSURERA: American Safety Indemnity Co. 522 Benson Lane INSURER B: Southern County Mutual Ins Co 03382 Roanoke, TX 76262 INSURERC: St, Paul Surplus Lines Ins Co 30481 INSURER D: Commerce & Industry Ins. Co. 119410 INSURER E: QQVERAQES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIi ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL.THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCI POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iNSR 001 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY IOTSR-GL0196-00 03/01/2003 03/01/2004 EACH OCCURRENCE $ 100000 X COMMERCIAL GENERAL LIABILITY D ©R DAMAGE TENTED $ 10000 CLAIMS MADE FX—]OCCUR MED EXP(Any one person) 5 Soo A X Per Project Agg PERSONAL BADV INJURY $ 100000 x CG 0001 GENERAL AGGREGATE S 20Q004 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 200000 POLICY PROECT LOC J AUTOMOBILE LIABILITY STC547229-1 03/01/2003 03/01/2004 COMBINED SINGLE LIMIT S ANY AUTO IEa accklenl) 1000001 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person] 5 $ HIRED AUTOS BODILY INJURY S X NON-OWNED AUTOS (Peraceidam) 1 _ PROPERTY DAMAGE S (Per accldenl) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO}ONLY: AGG $ EXCESSIUMBRELLALIAWLiTY QY 05507028 03/01/2003 03/01/2004 EACH OCCURRENCE S 10,000,00 x OCCUR F7 CLAIMS MADE AGGREGATE $ 10,000,000 IC $ OEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION AND 32819941 11/01/2003 11/01/2004 X I TORY LIMITS FR WC STATLI- OTH- EMPLOYERS'LIABILITY E_I I.EACH ACCIDENT S 100004 D ANY TNE OFFICERIMEM ER EXCLUDED?ECUTIVE E,L,DISEASE-EA EMPLOYEE S 100000 IF yes,describe under S15ECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1000003 OTHER DESCRIPTION OF 9PEPATIONS 7 LOCATIONS I VEHIC ES!EXCLUSIONS ADDEO BY ENDORSEMENT/SPECIAL PROVISIONS he City of Fort Worth, its officers, employees and servants are Additional Insureds on the general liability and auto liability policies as respects to operations of the Named Insured for he M-282 Sanitary Sewer Rehabilitation and 492 Linear Feet of 16" Watermain at Radio hack Phase I Project, Project 0162-0601162141070, P172-0611172141050. CERTIFICAIE HOLDER A N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL City of Fort Werth 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Engineering Department BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1000 Throckmorton Street OF ANY KIND UPO E URER,l GENTS a EPRESENTATIVES- Fort Worth, TX 75102-6311 AUTHORIZED REPRESTIVE ]ohn L. _= "ACORD 25(2001108) (DA O C RPORATiON 1988 r CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: tiw - NAME OF PROJECT; M-282 SANITARY SEWER REHABILITATION AND 492 LINEAR FEET OF 16" WATEF-MAIN AT RADIO SHACK PIIASE 1 PROJHCTNUNIBER� P162-060162141070:P172_060172141050 IS TO CERTIFY THAT: OSCAR RENDA CONTRACTING,INC. is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for the type of insurance and accordance with provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on reverse sidc hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability ,s Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance(Public Ea.Occurrence; S Liability) Property Damage: Ea. Occurrence: $ Blasting Ea.Occurrence: $ Coi lapse of Building or structures adjacent to Ea.Occurrence: S excavations I Damage to underground Utilities Ea.Occurrence: $ r Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea. Person: $ Fa.Occurrence:$ Property Damage; Ea.Occurrence:S Bodily Injury: Conti-actual Liability Ea.Occurrence: S Property Damage: Ea.Occurrence- $ Other tiR ( Locations covered: Description of operations covered- we The above policies either in the body thereof or by appropriate endorsement provided that they inay not be changed or canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement thereto attached. -Vhe City,its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy. A_encv Insurance Co,: Fort Worth Agent B ! Address Title l< r R CONTRACTOR COMPLIANCE WITH WORKERS' COMPFNSATinN LAW Pursuant to V.T.C.A Labor Code Section 446.096(2000),as amended, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No. and City of Fort Worth Project Number P162-060162141070, P172-060172141050 OSCAR RENDA CONTRACTING,INC. CONTRACTOR 1~ By: We- Title DAte STATE OF TEXAS COUNTY OF TAR-RANT BEFORE ME,the undersigned authority.on this day personally appeared f y APV— kALpP , lvnown to me be the person whose name is subscribed to the foregoing instrument,and acknowledged to me that lie executed the same as the act and deed of OSCAR RENDA CONTRACTING,INC.for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this IZ•day of 2004. RC SCCA LEA Notary Public in and or Notary Public,StatoofTexas the State of Texas ., Mi Cnrmmfssian Exp.Ofi I HCND#46BCSEW8779 PERFORMANCE BOND r THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § r That we (1) OSCAR RENDA CONTRACTING INC. as Principal herein, and (2) PM Hartford_Fire Insurance Company a corporation organized under the laws of the State of (3) Connecticut 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 surn of.- PM fPM ONE MILLION THIRTY-MINE THOUSAND FIVE HUNDRED NINETY AND N01100................... I Dollars($1,039.590.40) for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,Jointly and severally,firmly by these present. r JAN 2) 7 2004 _ WHEREAS, Principal has entered into a certain written contract with the Obligee dated the of r . 2004 a copy of which is hereto attached and made a part hereof for all purposes, for the construction of: M-282 SANITARY SEWER REHABILITATION ANIS 442 LINEAR FEET OF 15" WATERMAIN AT r RADIO SHACK PHASE 1 r NOW THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform. the work in accordance with the plans, specifications, and contract documents and 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 and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void;otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Cade, as amended, and all liabilities 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 WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED ANIS SEALED this day of 2001, JAN 94 7 Z00j r l s PW i2EST: k OSCAR RENDA CONTRACTING,INC. (Principal)Secretary PRINCIPAL w BY: /f r (SEAL) Title; Y )c_,r_ , ,rS it 5222 BENSON LANE ROANOKE TX 76262 Wi ess as to Principal Hartford Fire Insurance Compaoy P* Surety BY: Name. _Dianne E. Gass ATTEST:. (Attorney-in-fact) Address. 8235 Douglas Avenue, Suite 828 Secretary Dallas, Texas 75225 (SEAL) Telephone Number; 2L4-734-4EQQ T Witness as to S ety 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 Band by the Attorney-in-Fact. t The date of the bond shall not be prior to date of Contract. x VP POWER OF ATTORNEY THE HARTFORD HARTFCIR❑PLAZA HARTFORD,CONNECTICUT 06115 0 Hartford Fire Insurance Company Twin City Fire Insurance Company Hartford Casualty insurance Company Hartford Insurance Company of Illinois Q Hartford Accident and Indemnity Company Hartford Insurance Company of the Midwest 0 rHartford Underwriters Insurance Company Hartford Insurance Company of the Southeast 0 KNOW ALL PERSONS BY THESE PRESENTS THAT the Hartford Fire Insurance Company, Hartford Accident and Indemnity lw' Company and Hartford Underwriters Insurance Company, corporations duly organized under the laws of the State of Connecticut; Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois; Hartford Casualty Insurance Company, Twin City Fire Insurance Company and Hartford Insurance Company of the Midwest, corporations duly organized under the laws of the State of Indiana; and Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida; having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint,up to the amount of untimiled, John L.Mondics,Larry D. Greenhaw,Arnim 1. Gerstenmerer, Dianne E. Gass of Dallas, TX their true and lawful Attorneys)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surely(ies) only as delineated above by M, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 1� In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on September 121h, 2000, the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby r„ unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. -- � a+� ;�. $ �I 51/7 i • $ o; {oe * j,= 3 AD +Mf : +4 euxK� /•rriM '4ihr D T 6i I 919 • ♦ �W.sis15" '` �' +��I'.}}�x a v,yrs[MnS+'y +...e••r' 'a _n Pau)A.Bergenholtz,Assistant Secretary Co0eeenn Ma—str6anni,Assistant Vice President STATE OF CONNECTICUT S& Hartford COUNTY OF HARTFORD On this 25'h day of October, 2002, before me personally came Colleen Mastroianni, to me known, who being by me duly swom, did depose and say: that she resides in the County of Hartford, State of Connecticut: that she is the Assistant Vice President of the Companies,the corporations described in and which executed the above instrument;that she knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that she signed her name thereto by like authority. SS E./ f � [ Sean E.Paseka SIP Notary Public CERTIFICATE My Commission Expires Oclobcr 3I,2007 1,the undersigned, Assistant Lice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and pocorrect copy of the Power of Attorney executed by said Companies,which is still in full force effective as of :i;x,�,,L, 2-7 f ?u `A Signed and sealed at the City of Hartford. .crrai4r�+_ �+ � '` � �I 1i17 � it • $ � • # �._ i+f �`iienil �••ti•11r � r• i1DTy � �i" Iy7G r .9 gT♦ [1L.� �* I+'• 1� � � ''ten.. 4� �.1�'Z' � '�,� Pwl �uT ,� Yves Cantin,Assistant Vice President Insured's Name Oscar Renda Contracting, Inc. Insured's Mailing Address 522 Benson Lane - Roanoke, Texas 76262 Policy Number 46BCSBW8779 IMPORTANT NOTICE TO OBLIGEESIPOLICYHOLDERS TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that, under the Terrorism Risk Insurance Act of 2002, effective November 26, 2002, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the bond/policy and generally applicable rules of law. Any terrorism coverage provided by this band/policy is partially reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States W11 pay 90% of covered terrorism losses exceeding a statutorily-established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of $100 billion. The premium charge that has been established for terrorism coverage under this bondlpolicy is either shown on this form or elsewhere in the bond/policy, if there is no premium shown for terrorism on this form or elsewhere in the bond/policy, there is no premium for the coverage. Terrorism premium: 1 $0 Farm B-3333-0 Page 1 of 1 @ 2002, The Hartford Inquiries Re ►aidinC�aims Hartford Fire Insurance Campatty Twin.City lnssurmce Cornpany Pardcad Casualty InsL1 aticc Company T�artford Insurance Company of Illinois Hartford Accident and lrrdrmnity Company Hartford insurance Company of the Midwest HaT ford Underwriters Insurance Company Hartford Irnsurauce Company of the 5authcast Please address inquiries regarding Claims ,for all surely and fidelity proclucts issuad by The Hartford's zinderwrifing companies to the follow: PhowNumber 888-266-3498 Fax- Claims 860-757-5835 or 860-547.8265 Ismail rlaims@lstQpsurety.com Mailing Address The Hartford The Hartford Fidelity&Bonding (BOND) Hanford Plaza 690 Asylum Avenue _ Bamford, CT 06115 t t PAYMENT BOND BOND#46BCSBW8779 THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Hartford Fire That we (1) OSCAR RENDA CONTRACTING, INC. as Principal herein, and p Insurance a coi oration organized and existing under the laws of the State of 3 onrtecticutas sure Company P g � ( ) surety, are held and Ctrn�ly p y [r bound unto the City of Fort Worth., a municipal corporation located in Tarrant and Denton Counties,Texas, Obligee herein, in the amount of ONE MILLION THIRTY-NINE THOUSAND FM HUNDRED NINETY AND NO1100...................Dollars($1.,039,590.00)for the payment wbereof, the said Principal and Surety bind themselves and their heirs,executors,administrators,successors and assigns,jointly and severally,firrnly by these resents: r ti4f �Lr l!T WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the day F of A.D. , 20i)3, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: M-282 SANITARY SEWER REHABILITATION AND 492 LINEAR FEET OF 16" WATERMAIN AT RADIO SHACK PHASE I NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253,Texas Gover=ent Code, as amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. N WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this day of 2004. I' I d I r NM I' OSCAR RENDA Ct N-MACACT'ING,INC. ATT- 4611 * _ PRINCIPAL�� � y �/ (Principal) Secretary Name: Pmt .s ICU Title: r_ r`J�rtJi (SEAL.) 5222 BENSON LANE ROANOKE,TX 76262 C� 10 Vess as to Pyincipal Hard ord are Insuranc Corupany SURETY ATTEST: By: Name: _Iliannp F P Secretary Attorney in Fact N (SEAL) Address: 8235 Douglas Arne. , Suite $28 Dallas, Texas 75225 Witness as t9xurety R Telephone Number: 214-739-4800 NOTE: 1. Correct name of Principal(Contractor). 2- Correct name of Surety, 3. State of incorporation of Surety. r Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. p The date of bond shall not be prior to date of Contract. I r POWER OF ATTORNEY THE HARTFORD HARTFORD Ptd HARTFORD,CONNECTICUT 06115 rF—X] Hartford Fire Insurance Company Twin City Fire Insurance Company Ii Hartford Casualty Insurance Company Hartford Insurance Company of Illinois 0 Q Hartford Accident and Indemnity Company Hartford Insurance Company of the Midwest 0 Hartford Underwriters Insurance Company Hartford Insurance Company of the Southeast KNOW ALL PERSONS BY THESE PRESENTS THAT the Hartford Fire Insurance Company, Hartford Accident and Indemnity Company and Hartford underwriters Insurance Company, corporations duly organized under the laws of the State of Connecticut; Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois; Hartford Casualty Insurance Company, Twin City Fire Insurance Company and Hartford Insurance Company of the Midwest, corporations duly organized under the laws of the Stale of tndiana; and Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida; having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the'Companies") do hereby make, constitute and appoint,Up to the amount of unlimited: John L.Mondics, Larry D. Greenhaw, Arnim). Gerstenmeier, Dianne E. Gass I" of Dallas, TX their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety{ies) r.only as delineated above by 9, and to execute, sea$ and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bands and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on September 12th, 2000, the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby . unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. �er it 00-5ft o , LL5rFI i�4I'�K+imoweTcoa Fsfxti�Hrr[Jefi+i.° } ��4�rY rVr M�► � ea'^ ��r yf�lw'w s�� #•�7 # 11 1P4 9r ra Paul A.BergenholM Assistant Secretary Colleen Mastroianni,Assistant Vice President �STRTE QFCONN ECTIGJT ss. Hartford COUNTY OF HARTFORD On this 2e day of October, 2002, before me personally came Colleen Mastroianni, to me known, who being by me duly sworn, did depose and say: that she resides in the County of Hartford, State of Connecticut; that she is the Assistant Vice President of the Companies,the corporations described in and which executed the above instrument; that she knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seats; that they were so affixed by authority of the Boards of Directors of said *corporations and that she signed her name thereto by like authority. is e.■�"o ' �' � 22/ � • Scott E.Aaseks Notary Public CERTIFICATE My Commission Expires October 31,2007 1, the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and .reorrect copy of the Power of Attomey executed by said Companies,which is stili in full force effective as of �91 Signed and sealed at the City of Hartford. ag;zz NQZW u+Fee. i 4 e r ''•#4a1aN� IP 74 Yves Carttin,Assistant Vice President r a� insured's Name Oscar Renda Contracting, Inc. Insured's Marling Address 522 Benson Lane Roanoke, Texas 76262 Policy Number 46BCSBW8779 IMPORTANT NOTICE TO OBLIGEESIPOLICYHOLDERS TERRORISM RISK INSURANCE ACT OF 2002 You are Fereby notified that, under the Terrorism Risk Insurance Act of 2002, effective November 26, 2002, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the ban dlpolicy and generally applicable rules of law. Any terrorism coverage provided by this bond/policy is partially reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States will pay 90% of covered terrorism losses exceeding a statutorily-established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of $100 billion. The premium charge that has been established for terrorism coverage under this bond/policy is either shown on this form or elsewhere in the bond/policy. If there is no premium shown for terrorism on this form or elsewhere In the band/policy, there is no premium for the coverage. Terrorism premium; I So Forms B-3333-0 Page 1 of 1 @. 2002, The Hartford Inquiries Regard np- Claims Hartford Fire Insurance Comp ay Twin City Insliraace Company Rardard Cesuslty lnsoreacc Company Hartford lusurance Company of Minois Hartford Accident and Indemnity Company Hartford insurance Company orrhe Midwest Hartford Un&—,w hers .insLr cc Company Hartford Insurauce Company of the Southeast Please address inquiries reg-�ding Maims for all surety and fidelity products issuod.by The Hartford's uaderwrilinp companies to the followutg: Phone Number : 888-2616-3488 Fax- Claims 860-757-5835 or 860-54.7-8265 E-mail clIiMs@a 1 stepsurety.wm Mailing Address The Hartford The Haztford.Fidelity&Bonding(BOND) Hartford Plaza 690 Asylum Avenue Raztford, CT 06115 r MAINTENANCE BOND A THE STATE OF TEXAS § BOND#46BCSBW8779 COUNTY OF TARRANT P' KNOW ALL MEN BY THESE PRESENTS= That OSCAR RENDA CONTRACTEIFG, INC. (Contractor), as principal, and 'Hartford Fire Insurance , a corporation organized under the laws of the State of COrtnect tq*j, do hereby Company acknowledge dzemselves to be held and hound to pay unto the City .of Fort Worth, a Municipal Corporation chartered by vb tue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas the sum of ONE MILLION THIRTY-N1iNE THOUSAND FIVE HUNDRED NINETY AND N01100................... Dollars ($1,039.590.00}lawful money of the United States,for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their hews, executors, administrators, assigns and successors,jointly and severally. This obligation is conditioned,however; that, 7 2004 WHEREAS,said Contractor has entered into a written Contract with the City of Port Worth,,- aped the day of 2004,a copy of which is hereto attached and made a part hereof, the performance of the following described public improvements: M-282 SANITARY SEWER REHABILITATION AND 492 LINEAR FEET OF 16" `4°VATERMAIN AT RADIO SHACK PHASE 1 the same being refereed to herein and in said contract as the Work and being designated as project P162- 060162141070, P172-060172141050 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 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 of after the date of Two (2) Years after the date of the final acceptance of the work by the City;and WIiEREAS,said Contractor binds itself to maintain said work in good repair and condition for said term of Two(2)Years;and, FM WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fart Worth, it be rw necessary;and, IP WHEREAS, said Contractor binds itself, upon receiving noti a of the need therefore to repair or reconstruct said work as herein provided. No NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these_preseuts 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 the Contractor and Surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. in ON IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original,this day of ,A.D. 2004. an ATTEST: JAN 7 Z004 (SEAL) OSCAR RENDA CONTRACTING, INC.. �r Contractor -GCJL By; Secretary Name: Tule: �r ATTEST: (SEAL) Hartford Fire Insurance Company Surety Name: Dianne E. Gass Title: Attorney-In-Fact P 8235 Douglas Ave. , Suite 828 Dallas, Texas 75225 Address 214-739-4800 A r PM FM • OW 7 fi POWER OF ATTORNEYTHE HARTFORD HARTFORD F11+7_r7 HARTFORD,GQNNECTicUT 05115 Hartford Fire Insurance Company Twin City Fire Insurance Company Hartford Casualty Insurance Company Hartford Insurance Company of lilinois Hartford Accident and Indemnity Company Hartford Insurance Company of the Midwest 0 Hartford Underwriters Insurance Company Hartford Insurance Company of the Southeast KNOW ALL PERSONS BY THESE PRESENTS THAT the Hartford Fire Insurance Company, Hartford Accident and Indemnity Ob Company and Hartford Underwriters insurance Company, corporations duly organized under the laws of the State of Connecticut; Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois; Hartford Casualty insurance Company. Twin City Fire Insurance Company and Hartford Insurance Company of the Midwest, corporations duly organized under the laws of the Slate of Indiana; and Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida; having their home office in Hartford, Connecticut, (hereinarter collectively referred to as the 'Companies") do hereby make, constitute and appoint,up to the amours[of unlimited. John L. Mondics,Larry D. Greenhaw,Arnim I_ Gerstenmeier, Dianne E_ Cass of Dallas, TX their true and lawful Attorneys)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by CD, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the Fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on September 12th, 2000, the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby . unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. TYR o7r 3 ` - • ±`'r .�r f*` �- aaa�A►t�t S tya9 � '�'.:+ti*9'7� C/1. Paul A.Bergenholtz,Assistant Secretary Colleen Mastroianni,Assistant Vice P•esident --STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 25v' day of October, 2002, before me personally came Colleen Mastroianni, to me known, who tieing by me duly sworn, did depose and say. that she resides in the County of Hartford, State of Connecticut; that she is the Assistant Vice President of the Companies,the corporations described in and which executed the above instrument;that she knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said -,corporations and that she signed her name thereto by like authority. `��ZTo T} _, '\%• Scott E,Paseka �i Notary PiNie CERTIFICATE My cornmissian Expires October 31,2007 1,the undersigned, Assistant Vice president of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and -orrect copy of the Power of Attorney executed by said Companies,which is still in full force effective as of Signed and sealed at the City of Hartford. - jY IRS taVt�a•rsw►� ��` 9''e:�"hS�{wDrii.7F+optxaA3{�"r y* ity$1='��,+�ir4"ryraD,A4'Tgc�r��.'� +'fiC74 raa v g5 Yves Ca�/ntitin,Assistant Vice President Insured's Name Oscar Renda Contracting, Inc. Insured's Mailing Address 522 Benson Lane Roanoke, Texas 76262 Policy Number 46BCSBW8779 IMPORTANT NOTICE TO OBLIGEES/POLICYHOLDERS TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that, under the Terrorism Risk insurance Act of 2002, effective November 26, 20D2, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the bond/policy and gene-ally applicable rules of law. Any terrorism coverage provided by this bond/policy is partilally reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States will pay 90% of covered terrorism lasses exceeding a statutorily-established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of $ZOO billion. The premium charge that has been established for terrorism coverage under this bond/policy is either shown on this form or elsewhere in the bondlpolicy. If there is no premium shown for terrorism an this form or elsewhere in the bond/policy, there is no premium for the coverage. Terrorism premium: a Form U-3333-0 Page 1 of 1 0. 2002, The Hartford Zuguiries Regar€iinIZ Claims - Hart-ford Fire Insurance Company Twi-u City irssuraace Company Hartford Casualty lasumace Conupany Hartford Insumance Company of Illinois Hartford.Accident and Indemnity Company Hartford insurance Company of the Midwest Dartford Urnrlcrwdters Insurance Company Haztf'ard Insurauce Conapa-uy of the Southeast Please-address inquiries regarding C1Hiuns ,for all surety and fidelity products issued by The Hartford's nzadmwriting wm.panies to the followiaa,: Phone Number 888-266-3468 Fax- Claims 860-757-5835 or $60-547-8265 - E-mail 6aimse I stepsurety.com Mal'Vmg Address The Hartford `,1'he Hartford Fidelity&Boad.ing(BOND) Hartford Plaza 690 Asylum Avenue Hartford, CF 06115 r �w PART G-CONTRACT 1 THE,STATE OF TEXAS COUNTY OF TARRANT THIS CONTRACT,made and entered into the day of .2004 by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting duough its City Manager thereunto duly authorized so to do, Parry of the First Part, hereinafter termed "OWNER", and OSCAR RENDA CONTRACTING. INC.of the City of ROANOKE County ot'Denjo0and State of TEXAS, Party of the Second Part, hereinafter termed"CONTRACTOR". r WITNESSETH; That for and in consideration of the payments and agreements hereinafter mentioned, to r be rnade and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part(Owner) to commence and complete certain improvements described as faf lows: M-282 SANITARY SEWER REHABILITATION AND 492 LINEAR FEET OF 16" WATERMAIN AT RADIO SHACK PHASE 1. And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their)own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or % iitten explanatory matter thereof; and the specifications thereof,as prepared by theEngineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Torr Worth Water Department General Contractor Documents and General Specifications,all of which FRI are made a part hereof and collectively and constitute the entire contract. w PW as f Pr The Contractor hereby agrees to commence work within ten(10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and ded ictinas, as provided in the Contrail Documents and all approved modifications thereof,and to make payment on account thereof as provided therein. N� IN WITNESS WHEREOF,the,Parties to these presents have executed this Contract in 8 caunlerparts in the year and say first above written. Cid of FortWorth,Texas(Owner) AT"I'EST: Party the Fir part BY . — i4�, ) — 0_� Marc A.Ott,Assist nt C anager City Secreta (Seal) WITNESSES: • OSCAR RENDA CONTRACTING,INC. 5222 BENSON LANE w ROANOKE TX 76262 Contractor By. Title: �• � .acv�r P APPROVED- prov as to Form and Legality; ---�'�1—`ems• � A.Douglas Rademaker,P.E.Director Asst.City Attorney Department of Engineering ti Contract authorization Date -T . APPENDIX A EASEMENTS ps rTHE STATE OF TEXAS § COUNTY OF TARRANT § PERMANENT SANITARY SEWER EASEMENT THAT WE, hereinafter referred to as"Grantor",for and in consideration of One Dollar($1.00)and other valuable consideration, the receipt of which is hereby acknowledged,paid to Grantor by the City of Fort Worth, a municipal corporation of Tarrant County, Texas, hereinafter referred to as"Grantee"does hereby GRANT, BARGAIN, SELL AND CONVEY unto Grantee, its successors and assigns, the use and passage in, over, across, below and along the following parcel or tract of land situated in Tarrant County,Texas, in raccordance with the plat hereto attached,to wit: r�+ SEE ATTACHED EXHIBIT SANITARY SEWER EASEMENT BEING a tract of land situated in the Archibald Robinson Survey, Abstract Number 1289, Tarrant County, Texas and being a portion of Lot 1,Block 1,Radioshack Addition as recorded in Cabinet A, Slide 8291,Plat Records,Tarrant County,Texas and being more particularly described by metes and bounds as follows: COMMENCING at the southeast corner of said Lot 1, being in the existing north right-of-way line of Belknap Street (an 80' right-of-way at this point)and the existing;west right-of-way line of Taylor Street (a 60' right-of-way); rTHENCE N 30000'04"W, 557.95 feet along the east line of said Lot 1; THENCE N 84°04'59"W, 535.28 feet to the POINT OF BEGINNING. THENCE N 82'°10'31"W, 65.70 feet; THENCE N 07°49'29''E, 38.29 feet; THENCE S 82°10'31"E, 49.93 feet; THENCE S 0704929"W, 16.77 feet; rTHENCE S 75°31'20"E, 12.77 feet; �. THENCE S 0005511"E, 20.28 feet to the POINT OF BEGINNING and containing 0.051 acres of land more or less. r C&B.lob No. 011312 S#TANDY December 09, 2043 J:UDBI(1113120115 UR1WP\LEG11312e2ICITY.doc Page I of r It is further agreed and understood that Grantee shall be permitted the use of the tract of land for the purpose of the construction, maintenance, relocation, inspection,operation, replacement and substitution of a water line,anti for legal uses of both publicly and privately owned utilities and for any other legal purpose the Grantee is required to allow by law. Grantor also GRANTS Grantee an ingress and:egress �p easement in order that access may be gained to the above-described tract of land. I TO HAVE AND TO HOLD the above described premises, together with,all and singular,the rights and ! appurtenances thereto in anywise belonging, unto Grantee, its successors and assigns, forever, and Grantor does hereby bind himself, his heirs,successors and assigns, to warrant and forever defend,all and singular the said premises tanto Grantee, its successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof. It is intended by these presents to convey a Permanent Easement unto Grantee to maintain,repair and construct the above improvements and for any other legal purpose with the usual right of ingress and egress in the necessary use of such Permanent Easement, in and along said premises. IN WITNESS WHEREOF,Grantor{s}have caused this instrument to be executed an the day of 2004 GRANTOR-. STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority,a Notary Public in the State of Texas, on this day personally appeared of known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and in the capacity therein stated. Given under my hand and sea] of office this the day of ,200_. Notary Public in the State of Texas C&B Job No. 011312 S#TANDY December 09, 2003 J.-VOB10113120]\SUR\WP\LEG1 l 3 i 2e21 CITY.doc Page 2 of 2 NO '(13)D3H� Wl 'NM'd2lc] co-50-z! Uva oLo'actio # gor aoav-scclisp sage xrwyoµ N"LU ON-.LHS 'DNi'S53J,ve v saw) W i L �; SPS. ai '3p a ✓, w[]10� D :✓� €fir v a 6v uj co oV afl 9y V� o 0 2:z oa mu L co F I +Aw i JW N cc 1 yL W� .urrIto Y= -,d N. ff) wulkncx [} p F� ol "cn v W zs Cf. iI M N ,z�;� 4� 2 T� A r : Q y� 10 ti+ par a" THE STATE OF TEXAS § on COUNTY OF TARRANT § THREE PERMANENT WATER EASEMENTS THAT WE, hereinafter referred to as"Grantor", for and in consideration of One Dollar($1.00)and other valuable consideration,the receipt of which is hereby acknowledged, paid to Grantor by the City of Fort Worth,a municipal corporation of Tarrant County,Texas,hereinafter referred to as"Grantee"does hereby GRANT, BARGAIN, SELL AND CONVEY unto Grantee, its successors and assigns, the use and passage in,over, across, below and along the following parcel or tract of land situated in Tarrant County,Texas, in accordance with the plat hereto attached,to wit: SEE ATTACHED EXHIBIT EASEMENT NUMBER 1 WATER LEVE EASEMENT BEING a tract of land situated in the Archibald.Robinson Survey, Abstract Number 1289, Tarrant County, Texas and being a portion of Lot 1,Block 1,Radioshack Addition as recorded in Cabinet A, Slide 8291, Plat Records,Tarrant County, Texas and being more particularly described by metes and bounds as follows: COMNMNCING at the southeast corner of said Lot 1, being in the existing north right-of-way line of Belknap Street(an 80' right-of-way at this paint)and the existing west right-of-way line of Taylor Street (a 60' right-of-way); THENCE N 30°00'40"W,492.99 feet along the east line of said Lot 1 to the POINT OF BEGINNING. THENCE S 71°03'24"W, 56.81 feet; THENCE N 63056'36"W, 66.56 feet; THENCE N 39010'3 1"W, 131.17 feet; THENCE S 52°49'2.9"W, 12.75 feet; THENCE N 37°10'31"W, 15.00 feet; THENCE N 52°49'29"E, 12.22 feet; THENCE N 39010'31"W, 32.02 feet; C&B Job No. 011312 S#TANDY December 09, 2003 J:VOB1011312011SUR1WPILEG11312e2QCITY.doc Page 1 of 5 THENCE S 82°10'31"E, 29.33 feet; THENCE S 3T10'31"E, 152.35 feet; THENCE S 63056'35"E, 53.89 feet; THENCE N 71003'24"E, 44.62 feet; THENCE S 30°00'00"E, 24.38 feet to the POINT OF BEGINNING and containing 0.131 acres of land more or less. EASEMENT NUMBER 2 WATER LINE EASEMENT BEING a tract of land situated in the Archibald Robinson Survey, Abstract Number 1289, Tarrant County, Texas and being a portion of Lot 1,Block 1,Radioshack Addition as recorded in Cabinet A, Slide 8291, Plat Records,Tarrant County,Texas and being more particularly described by metes and bounds as follows: COMMENCING at the southeast comer of said Lot 1,being in the existing north right-of-way line of Belknap Street(an 80' right-of--way at this point)and the existing west right-of-way line of Taylor Street(a 60' right-of-way); THENCE N 30000'00"W,492.99 feet along the east line of said Lot 1; THENCE S 71003'24"W, 56.81 feet; THENCE N 63°55'36"W, 66.56 feet; "THENCE N 39010'31"W, 131.17 feet; THENCE S 52049'29"W, 12.75 feet; THENCE N 37°10'31"W 15.04 feet; THENCE N 52°49'29"E, 12.22 feet; THENCE N 39°10'31"W, 32.02 feet; THENCE N 82010'31"W, 102.37 feet to the POINT OF BEGINNING. THENCE S 07049'29"W, 67.04 feet; C&B Job No_ 011312 S#TANDY December 09,2003 J:VOBIO 11312011SUR1WP1LEG11312e20CITY.doc Page 2 of 5 THENCE S {33°25'31"E, 7.49 feet; �* THENCE N 86034'29"E, 9.50 feet; i THENCE S 03°25'31"E, 15.00 feet; THENCE S 86°34'29"W,24.50 feet; THENCE N 93°25'31"W,23.97 feet; THENCE N 07049'29"E, 68.52 feet; THENCE S 82°10'31"E. 15.00 feet to the POINT OF BEGINNING and containing 0.035 acres of land more or less. EASEMENT NUMBER 3 WATER LINE EASEMENT BEING a tract of land situated in the Archibald Robinson Survey,Abstract Number 1289, Tarrant County,Texas and being a portion of Lot 1,Block 1, Radioshack Addition as recorded in Cabinet A, Slide 8291,Plat Records,Tarrant County,Texas and being more particularly described by metes and bounds as follows: COMMENCING at the southeast comer of said Lot 1, being in the existing north right-of-way line of Belknap Street(an 80' right-of-way at this point) and the existing west right-of-way line of Taylor Street(a 60' right-of-way); THENCE N 30°04'04"W,492.99 feet along the east line of said Lot 1; THENCE S 71003'24"W, 55.81 feet; THENCE N 63°56'36"W, 66.56 feet; THENCE N 39010'31"W, 131.17 feet; THENCE S 52049'29"W, 12.75 feet; THENCE N 37°10'31"W, 15.00 feet; THENCE N 5204929"E, 12.22 feet; THENCE N 39°10'31"W,32.02 feet; C&B Job No. 011312 S#TANDY December 09,2003 J:IJOB\011312011SUR1WP\LEG11312e20CITY.doc Page 3 of 5 p' r THENCE N 82010'31"W, 237.39 feet to the POINT OF BEGINNING. THENCE S 07°35'21"W, 72-06 feet; °` THENCE S 82010'31"E, 7.31 feet; THENCE S 07°35'21"W, 15.00 feet; P THENCE N 82°10'31"W, 32.03 feet; '' THENCE N 07049'29"E, 15.00 feet, THENCE S 82"10'31"E, 9.50 feet; THENCE N 07049'29"E, 72.06 feet; A THENCE S 82°10'31"E, 14.86 feet to the POINT OF BEGINNING and containing 0.036 acres of land more or less. ro r p C&B .lob No. 011312 S#TANDY December 09, 2003 7:UOB101131201ISURIWPILEG11312e20CITY.doc Page 4 of 5 q It is further agreed and understood that Grantee shall be permitted the use of the tract of land for the purpose of the construction, maintenance,relocation, inspection, operation, replacement and substitution of a water line,and for legal uses of both,publicly and privately owned utilities and for any other legal purpose the Grantee is required to allow by law. Grantor also GRANTS Grantee an ingress and egress easement in order that access may be gained to the above-described tract of land. TO HAVE AND TO HOLD the above described premises, together with,all and singular,the rights and appurtenances thereto in anywise belonging, unto Grantee, its successors and assigns, forever, and Grantor does hereby bind himself, his heirs, successors and assigns,to warrant and forever defend, all and singular the said premises unto Grantee, its successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof. It is intended by these presents to convey a Permanent Easement unto Grantee to maintain, repair and constrict the above improvements and for any other legal purpose with the usual right of ingress and egress in the necessary use of such Permanent Easement, in and along said premises. IN WITNESS WHEREOF,Grantor(s)have caused this instrument to be executed on the day of 3200 . GRANTOR: STATE OF TEXAS § COUNTY OF TARRANT § Before me,the undersigned authority, a Notary Public in the State of Texas, on this day ,personally appeared of ,. known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and in the capacity therein stated. r Given under my nand and seal of office this the day of 240_. Notary Public in the State of Texas C&B Job No. 011312 S#TANDY December 09, 2003 J:VOB141131201 ISURIWPILEG11312e20CITY.doc Page 5 of 5 ?I�f 037 3H� Wi oto ZICUO # gor �-mow uxvz xi'wuro►a DN '1114SAous wm w �PlI'S53:?Yfi9 '8 7i�1 `��� 4 Irk- �Y ' owe" Qfl o Ln 10 19, ac 0 Q 0cb t° [7 Ua. I T� A� hy4'gg ^ o CV I e�aw 3-L. 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