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Contract 35666
CITY SECRETARY \} ; ---· . D.O.E . FILE . CONTRACTOR'S BONDING C O , SPECIFICATIONS AND coNsrRucr10N·s copy coNTRAcT DocuMENTs CITY SECRETARY 0 61ol W CON TRAC T NO. 0 J2 CLIE NT ~EPft,RTMENT FOR STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT 2004 CIP CONTRACT #26 PROVINE STREET (EDERVILLE ROAD TO NORMANDY ROAD) NORMA STREET (N . HUGHES AVENUE TO N. EDGEWOOD TERRACE) Mike Moncrief Mayor Charles R. Boswell City Manager MORRIS COURT (RAND STREET TO E. DEAD END) STREET PROJECT NO. C200 541200 2084000170 83 WATER PROJECT NO. P253 541200 6081700170 83 SEWER PROJECT NO. P258 541200 7081700170 83 DOE NO. 4880 IN THE CITY OF FORT WORTH, TEXAS S. Frank Crumb, P.E. Director, Water Department A. Douglas Rademaker, P.E. Director,·Department of Engineering 2006 Prepared by: Turner Collie & Braden Engineers • Planners • Project Managers 1200 Summit Ave., Suite 600 Fort Worth, Texas 76102 [JORIGINAL Robert D. Goode, P.E. Director, Transportation and Public Works Department of FT Wort f a, ",f - gin wv cfwnct.or Fb K'r I0MM" M f (DATE: COUNCIL ACTION: Approved on 7/10/2007 - Ord. No. 17646-07-2007 7/10/2007 REFERENCE NO.: C-22242 LOG NAME: 30PROVINE 00170 ICODE: C TYPE: NON -CONSENT PUBLIC HEARING: NO ;SUBJECT: Authorize Execution of Contract with Stabile & Winn, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Replacement on Provine Street, Norma Street and Morris Court (Project No. 00170) and Adopt Appropriation Ordinance RECOMMENDATION: I It is recommended that the City Council: 1. Authorize the transfer of $644,137.12 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of $377,820.31 and Sewer Capital Project Fund in the amount of $266,316.81; J. 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water 3 Capital Project Fund in the amount of $377,820.31 and the Sewer Capital Project Fund in the amount of $266,316.81, from available funds; and 3. Authorize the City Manager to execute a contract with the lowest responsive bidder, Stabile & Winn, Inc., in the amount of $1,261,964.08 for Pavement Replacement on Provine Street (Ederville Road to Normandy 5 Road), Norma Street (North Hughes Avenue to North Edgewood Terrace) and Morris Court (Rand Street to East Dead End). ' DISCUSSION: On April 19, 2005, (M&C C-20660) the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc., for the design of portions of Provine Street, Norma Street and Morris Court (DOE 4880) which consists of pavement reconstruction. The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction of Provine Street (Ederville Road to Normandy Road), Norma Street (North Hughes Avenue to North Edgewood Terrace) and Morris Court (Rand Street to East Dead End). Street improvements include pavement and drainage reconstruction, construction of standard concrete curb and gutter and driveway approaches as indicated on ' the plans. The Water Department has determined that severely deteriorated water and sanitary sewer lines should be replaced prior to street reconstruction. The project was advertised for bid on June 29 and July 6, 2006. On July 27, 2006, the following Kids were received: Bidders *Gilco Contracting, Inc. **JLB Contracting, LP Stabile & Winn, Inc. Alternate 'A' Alternate 'B' Alt. 'A' Alt. 'B' halt (Concrete) Storm Drain Storn..Drain No Bid $1,054,822.15 No Bid $1,104,329.52 No Bid $1,152,252.08 No Bid $1,162,627.75 No Bid $1,225,739.34 No Bid $1,261,964.08 Jackson Construction, Ltd. No Bid $1,154,701.00 No Bid $1,279,463.00 Conatser Construction, TX, LP No Bid $1,218,862.00 No Bid $1,314,456.00 Ed A. Wilson, Inc. $1,298,546,25 $1,226,725.00 $1,441,881.25 $1,370,060.00 McClendon Construction Company, Inc. No Bid $1,230,842.25 No Bid $1,344,760.25 Bidders *Gilco Contracting, Inc. **JLB Contracting, LP Stabile & Winn, Inc. Jackson Construction, Ltd. Conatser Construction, TX, LP Ed A. Wilson, Inc. McClendon Construction Company, Inc. i Time of Completion: 175 Working Days. 1 Bids were solicited on six alternates: Alt. 'A' + Storm Drain + Sidewalk No Bid No Bid No Bid No Bid No Bid $1,487,131.25 No Bid Alt. 'B' + Storm Drain + Sidewalk $1,206,327.75 $1,268,849.34 $1,309,964.08 $1, 325, 763.00 $1, 349, 056.00 $1,415,310.00 $1, 381, 055.25 0 Alternate "A" consists of a 6-inch hot mix asphalt concrete (HMAC) pavement over 8-inch lime stabilized subgrade with 7-inch concrete curb and 18-inch gutter. . Alternate "B" consists of a 6-inch concrete pavement over 6-inch lime stabilized subgrade with 7- inch concrete curb. + Two additional alternates were included in the bid proposal by adding storm drain construction to the project. These two alternates consisted of a base bid for either HMAC pavement (Alternate "A") or base bid for concrete pavement (Alternate "B") plus the storm drain facilities outlined in the plans. + Another two alternates were included in the bid proposal by combining the base bid for either the HMAC pavement (Alternate "A") or the concrete pavement (Alternate "B") plus the storm drain plus sidewalks as indicated on the plans. Gilco will not accept an award of this contract because of the substantial cost increase between the bid date and the proposed award date. The award of this project was delayed due to funding considerations related to the preparation of the City's Comprehensive Annual Financial Report (CAFR). **The apparent second low bidder for this project, JLB Contracting, LP, did not submit the required M/WBE documentation within the time limit and is therefore considered non -responsive and cannot be considered for award of the contract. City staff recommends the contract be awarded to the lowest responsible and responsive bidder for Alternate "B" + Storm Drain, Stabile & Winn, Inc. The third low bid includes the construction of concrete pavement and storm drain improvements to alleviate existing drainage problems. Funding in the amount of $54,318.12 is included for associated water and sewer construction survey, project management, material testing, inspection and project close out (water $29,732.31 and sewer $24,585.81). The contingency funds to cover change orders total $ 28,086.00 (water $16,575.00 and sewer $11,511.00). } Funding in the amount of $65,373.42 is required for associated paving and drainage construction survey, project management, pre -construction, material testing, inspection and project close out. The contingency fund for possible change orders for paving and drainage improvements is $25,000.00. i Stabile & Winn, Inc., is in compliance with the City's M/WBE Ordinance by committing to 17 Percent M/WBE participation and documenting good faith effort on this combined project. a Stabile & Winn, Inc., identified several subcontracting opportunities. However, the M/WBE's contacted in the areas identified did not respond or did not submit the lowest bids. The City's M/WBE goal on this combined project is 21 Percent. This project is located in COUNCIL DISTRICT 8, Mapsco 79A and E. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval of the above recommendations, and the adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO Fund/AccountlCenters 1&2)P253 472045 608170017OZZ $377,820.31 1&2)P258 472045 708170017OZZ $266,316.81 2)P253531350 608170017031 $401.31 2)P253 531350 608170017032 $417.00 2 P) 253 531350 608170017033 $1,470.00 2)P253 531350 608170017052 $5,030.00 2)P253 53135..0_608170017080 $560.00 2)P253 531350.608170017082 100.00 2)P253 541200.._608170017083 $348,088.00 2)P253 _.531350 608170017084 $3,315.00 Z)P253 531350 608170017085 W,575.0_0 2 P) 253 _15.31350 608170017091 $264.00 2 P258 531350 708170017031 $708.36 2)P258 531350 708170017032 $951.20 2)P258 531350 708170017033 $1,532.25 2)P258 531350708170017052 $4,604.00 2)P258 531350 7081700,17080 13,45.00 2)P258 531350 708170017082 $100.00 2)P258 5412010-10-8170017083 $241,731.00 2)P258 531350.708170017084 $2 302.00 2)P258 531350 708170017085 $13,813.00 2)P258 531350._7081.700,17091 $230.00 FROM Fund/AccountlCenfers -1)PE45 538070 0609020 $377,820.31 1)PE45 538070 0709020 $266,316.81 3)P253 541200 608170017083 $331,513.00 3 P258_.5.4'1200 708170017083 J230220.00 3)C200 541200 20840.0.017083 $700,231.08 Submitted for City Manager's Office by: Marc Ott (8476) 1 Originating Department Head: Additional Information Contact: A. Douglas Rademaker (6157) Richard Argomaniz (8653) ATTACHMENTS 30Provine 00170.doc 07-26-2006 11:27 FROM --TURNER COLUE AND BRADeN INC +817 608 6701 T-614 P.002/005 Fy526 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING i ENGINEERING SERVICES DIVISION ADDENDUM NO. 1 2004 CIP CONTRACT 26 Street (deconstruction, Water and Sanitary Sewer Replacement for Provine Street (Ederville Road to Normandy Road) Norma Street (N_ Hughes Avenue to N. Edgewood Terrace) Morris Court (Rand Street to E. Dead End) DOE NO. 4880 RELEASE DATE: July 26, 2006 BIDS RECEIVED: July 27, 2006 r INFORMATION TO BIDDERS: The Plans, Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. In the proposal, Unit II — Paving and Drainage Improvements Base Bid, add the following item No. 30: 30, 1 LS Remove and Replace Decorative Lead Walks, Steps, Retaining Walls, ` Etc. Required by Construction of the Cul-de-sac. Replace Page P-11 with the attached. 2, In the plans, Sheet No. 21 —The proposed retaining wall shall be constructed per the attached details. It is not anticipated that the height of the wall will exceed 3 feet. Payment for construction of this wall will be per item No. 14 in the proposal, Unit II Paving and Drainage Improvements vase Bid. A signed copy of the Addendum No. 1 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of the Addendum could cause the bidder to be considered NON -RESPONSIVE resulting in disqualification. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: Address: IN, Box 3% 0 City:_SW'w 1 State:,..._._T1X A. Douglas Rademaker, P.E. Director, Department of Engineering By: ".'0F E)ena Johnson, P.E_ CIP Program Manager 07-26-2006 11:27 • J tin i N 14 N ' � m o . � FROM -TURNER COLLIE AND BRADEN INC x +817 698 6701 T-614 P.004/005 F-526 tA 1-s-_ •lad �� x � ti:a" „j�8 � K � � c � �ool —•" n m � a n�� �g°"� +� � 1 o:lF4— _0.�.1� JIE�pNNI u_ `l •� T. r94ap i� u+ J L� N 7 I d _ � T . gyp• N1� y — - J uj 4-91 J r( N r = p i EL w W x ^� 1 l if "h ---p iOlS�n��i�:8:'.��:_�_:v'r=w�t____ lmm •!gym J n an+.Mu �pb1:t.aan � r•�d-a• J O JJ O00 pli iry .0 _ _ - -oo - -, ,:. n nO.y lvrvZ. a-.SI O d c J a laws la � � �.n •vn ,�, W w HM .0 oc � col, � ' M 11 �_ • yoc 4g L� Ul DADM./ IOW i9 Wl4i"' M. , 1 [9�=w ., w s,u�r v w.. n��vdJ14 SL8 L_ 14 4 lo- t O 1, P. l.0 10 Li 4'. �`.1=Y yl.m1, FC•r} roa.l_ .v4 9 P 1 PNW�l>• +14� 1 i83RE717F14 �mu a u kA 0r-26-2006 11:27 FROM -TURNER COLLIE AND BRADFN JNC r� I n _aK j C44 d nl r rE W W .d L) +817 $98 6T01 - c - 5E n^� b" �b�ai��4�w n��4e¢yS �b�.!}nay: c *�y.S �vn` eP�"n� µ Gad-o�Vg n pp� _ Lc T-614 P-005/005 F-526 -04 � 9 G d- rt � 7 K F zo Ng 1 hii ar- p C _S � il: }Ij k�np.xy{c xo �ppx� kf,q. ort .af ttx.� Geri �xNlW] x° s, SPECIFICATIONS AND CONTRACT DOCUMENT S FOR S T REET RECONSTRUCT ION, WATER AND SANITARY SEWER REPLACEMENT 2004 CIP CONTRACT #26 PROVINE STREET (EDERVILLE ROAD TO NORMANDY ROAD) NORMA STREET (N. HUGHES AVENUE TO N. EDGEWOOD TERRACE) MORRIS COURT (RAND STREET TO E. DEAD END) STREET PROJECT NO. C200 541200 2084000170 83 WATER PROJECT NO. P253 541200 6081700170 83 SEWER PROJECT NO. P258 541200 7081700170 83 DOE NO. 4880 Mike Moncrief Mayor Charles R. Boswell City Manager IN THE CITY OF PORT WORTH, TEXAS A. Douglas Rademaker, P.R. Director, Department of Engineering 2006 Prepared by: Turner Collie & Braden Engineers a Planners m Project Managers k 1200 Summit Ave., Suite 600 Fort Worth, Texas 76102 E S. Frank Crumb, P.E. Director, Water Department Robert D. Goode, P.E. Director, Transportation and Public Works Department ,4 o 40 TABLE OF CONTENTS UNIT I — WATER DEPARTMENT (WATER AND SANITARY SEWER REPLACEMENT) UNIT II — TRANSPORTATION & PUBLIC WORKS (PAVING AND DRAINAGE REPLACEMENT) SECTION A UNITS I & II: WATER DEPARTMENT AND TRANSPORTATION / PUBLIC WORKS Notice to Bidders Comprehensive Notice to Bidders Minority and Women Business Enterprises Specifications Bid Proposal Vendors Compliance to State Law SECTION B UNIT I: WATER DEPARTMENT Special Instructions to Bidders (Water Department) Part C — General Conditions Part C-1 — Supplementary Conditions to Part C General Conditions Part D — Special Conditions Part DA — Additional Special Conditions Part E — Technical Specifications (Water Department) SECTION C UNIT II: TRANSPORTATION / PUBLIC WORKS Special Instructions to Bidders (TPW) Special Provisions for Street and Storm Drain General Construction Notes (TPW) SECTION D UNITS I & II: WATER DEPARTMENT AND TRANSPORTATION / PUBLIC WORKS Certificate of Insurance Performance Bond Payment Bond Maintenance Bond Contract Contractor Compliance with Worker's Compensation Laws Wage Rates Conflict of Interest Questionnaire APPENDICES UNITS I & II: WATER DEPARTMENT AND TRANSPORTATION / PUBLIC WORKS APPENDIX A —STANDARD FIGURES AND DETAILS APPENDIX B — GEOTECHNICAL REPORT 47�x SECTION A Notice to Bidders Comprehensive Notice to Bidders Minority and Women Business Enterprises Specifications Bid Proposal Vendors Compliance to State Law NOTICE TO BIDDERS NOTICE TO BIDDERS Sealed proposals for the following: FOR- 2004 CAPITAL IMPROVEMENT PROGRAM e CONTRACT 26 D.O.E. NO.4880 Street Reconstruction, Water and Sanitary Sewer Replacement for: Provine Street (Ederville Road to Normandy Road) Norma Street (N. Hughes Avenue to N. Edgewood Terrace) Morris Court (Rand Street to E. Dead End) UNIT I: WATER AND SANITARY SEWER REPLACEMENT Water Project Number: P253 541200 6081700170 83 Sewer Project Number: P258 541200 7081700170 83 UNIT II: PAVING RECONSTRUCTION AND STORM DRAIN IMPROVEMENTS T/PW Project Number: C200 541200 2084000170 83 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m. on July 27, 2006 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, specifications and contract documents for this projected may be obtained at the offices of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. Documents may be purchased for a non-refundable fee of sixty dollars ($60.00) per set. These documents contain additional information for prospective bidders. The major work on the referenced project consists of the following: 3,316 LF 8-Inch Water Line and Appurtenances 375 LF 8-Inch Sanitary Sewer, Manholes and Appurtenances (Open Cut Trench) 1,098 LF 8-Inch Sanitary Sewer, Manholes and Appurtenances (Trenchless Method) 402 LF 24-Inch RCP Storm Drain 10,212 SY 6-Inch Reinforced Concrete Pavement or 9,393 SY 6-Inch HMAC Pavement Bidders shall not separate, detach, or remove any portion, segment or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of bid as non -responsive. A pre -bid conference will be held on July 19, 2006, at 11:00 a.m., in the Department of Transportation and Public Works Conference Room, Room 270, 2nd Floor, City Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. For additional information concerning this project, please contact Mr. Richard Argomaniz, P.E. at (817) 392-8653 or Mr. Bryan Jann, P.E., at (817) 698-6700. ADVERTISING DATES: June 29, 2006 -- July 6, 2006 NB-1 COMPREHENSIVE NOTICE 1® BIDDERS COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: 2004 CAPITAL IMPROVEMENT PROGRAM •- CONTRACT 26 D.O.E. NO..4880 Street Reconstruction, Water and Sanitary Sewer Replacement for: Provine Street (Ederville Road to Normandy Road) Norma Street (N. Hughes Avenue to N. Edgewood Terrace) Morris Court (Rand Street to E. Dead End) UNIT I: WATER AND SANITARY SEWER REPLACEMENT Water Project Number: P253 541200 6081700170 83 Sewer Project Number: P258 541200 7081700170 83 UNIT II: PAVING RECONSTRUCTION AND STORM DRAIN IMPROVEMENTS T/PW Project Number: C200 541200 2084000170 83 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m. on July 27, 2006 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, specifications and contract documents for this project may be obtained at the offices of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. Documents may be purchased for a non-refundable fee of Sixty Dollars ($60.00) per set. These documents contain additional Information for prospective bidders. Ali bidders will be required to comply with provision 5159a of "Vernon's Civil Statutes" of the State of Texas with respect to payment of prevailing wage rates and City Ordinance No. 7400 (Fort Worth City Code Sections 13 A 21 through 13-A-29), prohibiting discrimination in employment practices. A pre -bid conference will be held on July 19, 2006, at 11:00 a.m., in the Department of Transportation and Public Worsts Conference Room, Room 270, 2"d Floor, City Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. Bid security is required in accordance with the Special Instructions to Bidders (Paragraph 2 -Water Department or Paragraph 1 - T/PW). The major work on this project shall consist of: 3,316 LF 8-Inch Water Line and Appurtenances 375 LF 8-Inch Sanitary Sewer, Manholes and Appurtenances (Open Cut Trench) 1,098 LF 8-Inch Sanitary Sewer, ,Manholes and Appurtenances (Trenchless Method) 402 LF 24-Inch RCP Storm Drain 10,212 SY 6-Inch Reinforced Concrete Pavement or 9,393 SY 6-Inch HMAC Pavement and all necessary appurtenances and incidental work to provide a complete and serviceable project. Included in the above will be all other miscellaneous items of construction as outlined in the Specifications and Contract Documents. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate, detach or remove any portion, segment, or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non -responsive. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The Award of Contract, if made, will be within ninety (90) days after the opening of bids, CNB-1 but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as one contract document. Award of contract, if made, shall be to the responsive low bidder. The Contractor shall comply With the City's M/VVBE Ordinance. 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. The Contracting Department for this project is the Engineering Department. For additional information concerning this project, please contact Mr. Richard Argomaniz, P.E. at 817-392-8653 or Mr. Bryan Jann, P.E. at 817-698-6700. ADVERTISING DATES: June 29, 2006 July 6.2006 CNB-2 Charles R. Boswell City Manager Marty Hendrix City Secretary Department of Engineering A. Douglas Rademaker, P.E., Director BY; Rick L. Trice, P.E. Assistant Director MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS ATTACHME i 1A Page i al 5 EO1�:T!u Glity of Fo t Worth Subc®ntractoil's/Sul2piiers_Utilization Egan ' PRIMA COMPANY NAME: Checft applicakrle t7iock tea +iescri6s prune MRNlDBE NON-MIW/DBE PROJECT NAME: — 2004 CAPITAL IMPROVEMENT PROGRAU , DID DATECDNTRACT 2li Month Date, 2006 City's MNVBE Project Goal: Prime's Water Project Number: P253 541200 6081700170 83 Concrete Pavement ® 21 % MMSE Project Sewer Project Number: P258 541200 70817001.70 83 y Asphalt Pavement ® 20% I utliixation: T/PW Project Number: C200 541200 2084000170 83 air DOE NUMBER: 4880 t v,' six. - e ww tt!?. 1-., -: o %_ V*',> 14n..AQ Identify gli subcontractors/suppliers you will use ®n this project Fall�t�:.tee:eampiete'. - #a Is.,. prm in Ksh ,en ire �ii�l re uestecie iocu" entatiul �, and: receivedianagii Departrnerit Gti ai'be1 I' Uri i7�;'#i G. t ivy i3usiness'rjays-a a }.id-opeping, PXclusive of laid o'pe'ning,date, will result its ii�e bir .heil+g ^onsidered-non resoonsawe to hid speciticailol:.;'.:.: Abe 'undersigned Offbror .agree- tc enter irt,;rt;_ ,;�:torarlai agreerneelt wltft the' MIW�� #Irm(s) iisteo In thls. utilization sclIeduier: canditivned upori -executlon'of:,a, eontraci'Wi€h the. 'OM .17 t ort�Worth 3��The mtenttona wind or:.knvy;rir,� rnisrepreserrtaticrl, of #acts'i4, grourtds.for conslcieratiue7 of tlisgtla(ifi ort anl�wlll'I'esult in tire; Id neing conslr7ered non .responsive #o:_faaspecittatl�t;a ' M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify ..eacyl l 'tier level. Tier..' js the level ' of. 5 ilaconti actii,g "be payment: trorn'th prir:I IE eontrpmor to a,. sObcontrscfur la ronsiderea its=::supplier is.considered 2"°.'.tier :. . iw -the~* prime contractor", i e .'-a. °k-tier.; `b. payment by a�subcontrac ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hat ling services are 661112etl, the _prime well be given credit :as .i6hg as.. thy:- M/WBE Ilsted awns and cpeas._:afrfeast.ane ly licensed and operatl4nal jruci< [a be used on tl�e5 critract_ ' Ti-Ie MNIdB� nlay:lease: triicite frotri-.another'IWVVC� tlrr-ri, anct�ltlil`ig:NIIt+Vt3iw:vwr�er-Qpera���s,'.anareceive twll�ivlivvt3E; erecfit.-�}i� M/�v�� may jease�rucKs from non M/WI�Es,�mcludirfgo}wner�o stators but wul oniyreceiv��credit-�fDl':-#fie Rev. 5M"S I' i Iljf 'v piTACj-IMEN I IA I. Page 2 of 5 �I 1 Prunes are required to (dentiry suboontractorsisuppiieis. regardless of status; i.e.. Minority, Women and non-MMBBs. s Meese lisl lbf ME firms first use additional sheets if necessary. Certification r- -- (check one) 13CONTRACiOR1SUPPioIE Cetail ©stall Company Name i N i =_ Address a yV *+ X ' M! Subcontracting Work Supplies Purchased Dollar Amount ,:. , . i Telephone/Fax r B 0 _ y s i Al - F �C�Mi�lld�te�1(� 85%A b w) -56k--7-36S r dim fw" TX. -U0 01-10 ir`'alS� mil© V; 510 SAAAf> i� —41 00 0 1- F" E:J, -4 00 4PI %0Oc ,- iCoo�*- Jill Rev. 5r30103 ATTACHMENT 1A PagB 3 of 5 161,01 , ► _ : ` VIA gym,. -Q- rat" r-pa P& C . Primes are required to Identify ALL subcontractors/suppliers, regardless of status; Le„ Minority, Women and non-M/WBEs. Please list MMIBE firms first, use additional sheets if necessary. `;S%iBCONTRACTOR SUPPLIER: certificatfvrl - N (theca one) T Company Rs Address N T a'= I C x w a M yy Detail Detail Subcontracting pp Work Supplies Purchased Dollar Amount `I•elephonelEax D r B s '..: a E C T A PIPE SIA"T LA . Soo lab V10mit Tx. "1�11 $� �r 65� -Lkeil0b 5VOI 4AOk �k 6 �1rl�yRaai g t� CAVV qD?-0 ��r; . riev..5i80/U3 : il'��1: . ©fit. 1 tip, Ate - 5357 vil am '�� �•�� 7'K VC 1 Primes are required to identify ALL subcontracbors/suppliers, regardless of status; i.e., Minority, Women and non-WW13Es. Please list M/WBE firms first, use additional sheets If necessary. Pk�BCONTR e+CTORISUPPUER Company Name Address Telephone/Pax Rip rIt 60" — 5: A DILm 94L--mm e-A-rIe'T)+r. %' A,- - wb - 9a avo �a'83-sr lost u.Z) CO. 7-R6 tb� k(cc(h n ry ) -4,T - DetailiDetait X M Su�eoe�tr�aeYtng Work applies Purchased BollarAmount D 0T rsr # GO Ff I-,t-Af- ,i Total Do Ilar Amount of Nll�fit'BE Subcontractors/Suppliers } Total Dollar Amount of Mon4M7{WBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTO.RSISUPPLIERS —f ATTACHMENT IA Paym 4 of 5 QIE00 The or it aGtut' wild not mak .add bons ei tip}: s r suastitutiv� rs .to this .certified list ithout 'the riot a `' r due �` i � � a� c.nar: er al�lit r, r r � utttca i la��,ag �� u desigr;ea. thraugt� tl a ubrr�itta of vi7t�act am .I1l-aw resuff irr debairrrierst : ii x; arcorc wits x - heta o cede e �outtmei iQ t 7dal�- h � 'ma#er al breach tt' submrt . deialled aXptanatlur Oi" : r��vv Tile requested cnarige%addjbor3- ' r...dtsl �iui die w !P� all ci t Corr1E'llitt i A� ji k goat tone detail_'expianatior _is ctoi subrrrinep .jt w#1 atrect the ftria! com �iarree:r�etert inait'c �-�. p '. 3; laf axing a signature to this form, the Offeror further agrees to provide, directly to the Ci upon re ;omplete and accurate information regarding actual work tc p quest, A"N/DBE(s) arrangements submitted with the bid. The Offeror so by to allow subcontr anoaudit and/or :) �mlnatlon of any books, records and files held by their company. The bidder agrees to allow the ansmission of interviews with owners, principals, officers, employees and applicable uhcontractors/suppliers/contractors participating on the contract that will substantiate the actual work e �cormed by the M/W/DBE(s) on this contractby an authorized ittirtional and/or knowing misrepresentation of facts will be grounds forte minting hicer orle contra tee ofhor de armen t om City work for a period of not less than three (3) years and for initiating action under Federal, State or a 41 laws concerning false statements. Any failure to comply with this ordinance and create a E-Jch of contract may result in a determination of an irresponsible Offeror and barred from Participating in l ity work for a period of time not less than one (1) year, g ATTAC-HMENT 1 A Page, 5 cyf 5 utholizej Signature itie ;v�any Name ,di ss Prinied SignaWPO Contact NamoMtg'& (if different) Telephone andfor Fax E-mar[ Address 3rvl Date ArIA6. 3f Rev. 51M0/03 City of Fort Wolth Good Faith Effort Form PRIME COMPANY NAME: Check appll Si t V 4- I--k ; MrvV/oaE PROJECT NAME: 2004 CAPITAL IMPii®VEMENT PROGRAM _ CONTRACT e1® BATE M 26 AML. city's M WBE Project Goal: Water Project Number: P253 541200 6081700170 83 Concrete Pavement — 21 % I Sewer Project Number: P258 541200 7081700170 83 Asphalt Pavement— 2U% TIPW Project dumber: C200 541200 2084000170 83 nOF NUMBER., 4880 ATTACHMENT iC page 1 of 4 ble blacic to describe If the bidder's method of compliance with the MMBE 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, I thru S 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. ' I"aElur� t�,`cotnple thlsi #Ortt�, n� Its entire �:tlt Hsu ,. . Managing ®epar'tFnent on or,hefpre 5gC1 p Sri here (5) City, business days ari:.e�r`�i�i openirir�„ eaceiusive or bEd r' "one�iincl-'cl�te,wj.li.result`m4he�,l�i�,b�ingi:catl�!c#eeedne�r�`resptins�veto�idspecrtic�tiv���,,.:.... ;_-... : --___-- --_-,-__ ..a....;s. t �..r� the r_nme1P_�iOR Oi ZnES 1.) Please list each and every subcontracting and/or supplier opportunitya for the completion - project, regardless of whether it is to be provided by a MMBE or non-M►W15E. !CO NOT LIS I NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, Nnecessary) rtev. W30103 ATTACHMENT 1 C 2.) Obtain a current (not more than three (3) months old from the bid open date) list of lVIMBE subcontractors and/or suppliers from the ClWs iWIUVBE Office. Yes Date of Listing No 3.) 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 mail, exclusive of the day the bids are opened? Yes (if yes, attach M1WBE mail listing to include name of firm and address and a dated copy of fetter mailed.) No 4.) ®id 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? :S"A wm .-A*, s rlYes (if yes, attach list to include name of Mf WBE firm, person contacted, phone number and date and time of contact.) No NOTE;:.� facsimiir� may its:used tout may, not be tiled for�dtrt `if a fhcstm_ i used.: attach ttte ..fax cbnfirtnation, :whicla is. to pcsavide iAr7l�i BE dame, dais, time: fax numia�r fai - 6ii -.-. -. t ed' documentatfbti-:. ax: I+1(T li::tne list of M/4I[/i3Es.-fora `particular subciint-actrrig/supra r oppo urti y is en bidaer-must canta�ct.tt�e entire list to' lid ire coinpliartce Witf� questions. d ana �.: if the list of 11�� par#eul,_sii[icu[itracingisulipiier opportunity is te.1 (1.0).;iir mare;.tk+e bidder'must contac�.a third (213) pf a list., within. such area CFO hilt not it~5S tr►dn tell. be in camF 5.) Did you provide plans and specifications to potential MIIi BEs or information regarding the location of puns and specifications in order to assist the MANSEV W Ye=+ �No Rev, 0&3010S ATTAC,HMENT IC page 3of4 6.) Submit documentatiori If MJWBE 4uQ+4&as were rei"ted. The dscumordiation submitted should he In the forans of an afilidavit, include a detailed 9xpianaticn rf why tho td9J'iV BE was rejected and arty Supporting docurnentailon the binder wishes to we considered by the City. In the event of a bona fide dispute concerning quotas, the biddar will provide for confidential ir,-Camera access to and inspection of any relevant documentation by Cif personnel. ADDITIONAL IPIEMATION.' Please provide additional information you feel will further explain your, good and honest efforts to obtain ilt MSE participation on this project. The bidder further agives 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 actual work performed on this contract, by an authorized officer or employee City. Any intentional and/or knowing misrepresentation of Tracts 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 ender Federal, state or Local laws concerning false statements. Any failure to c©mply 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 (`i) year. The undersigned certifies that the information provided and the MMBE(s) listed was/were contacted in good faith. It Is understood that any M/WBE(s) listed in Rev. Oarm)03 ATTACHMENT IC Page 4 of 4 Attachment 'I C will be contacted and the reasons for not using them will be verified by the City*s MIWUEE Office, Ruth Signature Printed Signature `title Contact Name and Title (if differen§ Company !dame Phone Number Fax Number Address Ernall Address 1 ii 1' -U ! City/State/Zip ®ate ` Rev. W10103 PROPOSAL (This proposal must not be removed from this book of Contract Documents). TO: Mr. Charles R. Boswell City Manager City of Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor FOR: STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT 2004 CIP CONTRACT 26 Provine Street (Ederville Road to Normandy Road) Norma Street (N. Hughes Avenue to N. Edgewood Terrace) Morris Court (Rand Street to F. Dead End) UNIT I, SECTION A— WATER IMPROVEMENTS WATER PROJECT NUMBER: P253 541200 6081700170 83 UNIT I, SECTION B — SANITARY SEWER IMPROVEMENTS SEWER PROJECT NUMBED: P258 841200 7081700170 83 UNIT If — PAVING AND DRAINAGE IMPROVEMENTS STREET PROJECT NUMBER: C200 841200 20840001 70 83 DOE NUMBER: 4880 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications and the site, understand the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and materials necessary to fully complete the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth, Texas. The Contractor must be pre - qualified in accordance with the Transportation and Public Works Department of the City of Fort Worth's requirements. Upon acceptance of this Proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required for the performing and completing of the said work within the time stated and for the following sums, to wit: (Furnish and install, install all appurtenant work, complete in place, the following items.) P-1 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item �luantity I3id Price Written In Wards Price Sid UNIT I - SECTION A WATER IMPROVMENTS 1 3,200 LF 8-Inch PVC Water Line (Includes Removal or Abandonment of Existing Water Line) @ K-de Ey rwlerk- _Dollars and -� Cents Per Linear Foot $ c'=.?. a� $ /47 e.60. � 2 150 LF 8-inch DIP Water tine (Includes Removal or Abandonment of Existing Water Line) @ 02b�� s"ts Dollars and szik> Cents Per Linear Foot $ �. an $ 6 4 •� 3 40 LF 64nch PVC Water Line (Hydrants) @ r �����+ �E�,s Dollars and Cents Per Linear Foot $ 4 7 EA 8-inch Gate Valve and Box Dollars and *Fa Cents Per Each $ / /00 $ -A�d ' o 5 4 EA 6-Inch Gate Valve and Box @ sdialll /X";&0XL-o Dollars and grr� _Cents Per Each 912, $ VM9. $ e-ew `0 6 4 EA Standard Fire H�d,�r nt Assembly (3'-6" Bury) @ �._ i&�PA Dollars and oma. Cents Per Each $ $ / 400. on 7 6 VF Barrel Extension for Fire Hydrant over 3'4' Bury @ Dollars and .4p Cents Per Vertical Foot $ 'el. $ ed. 8 4 EA Remove and Salvage Existing Fire Hydrant @ Y"k~ WC*A0AJC&W Dollars and os _ _ Cents Per Each $ ee�. T" $ =?eta 9 2.5 TON Cast Iron Fittings Dollars and Cents Per Ton $ -ra&Z'. CP Is P-2 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item Quantity Bid Price Written In Words Price Bid 10 47 EA 1-inch Water Service Tap to Main Dollars and syv Cents Per Each $ wo, q�9 $ -!e 200 9O 11 829 LF 1-inch Copper Service Line cr 7"*W,.-e-r.R- Dollars ands Cents Per Linear Foot $ !e 12 45 LF 3/4-Inch Copper Service on Private Property by a Licensed Plumber @ MO&I'eve. Dollars and Cents Per Linear Foot $ as $ 13 10 EA Multiple Branch Water Service Connection (Bullhead) @ %&LJ4w jA1".-�&r"8 Dollars and .,-A Cents Per Each $ '?6va'. $ &a6w. 14 37 EA Class "A" Plastic Meter Box Complete in Place @�r� s�i �► J o9Dollars and Cents Per Each $ 8� $ tea-ra, 15 10 EA Class "C" Dual Plastic Meter Box Complete in Place @ .r'V'o NUAe.00cDollars and Cents Per Each $ 'w'VV, Qo $ og". 16 3 EA Relocate Existing Water Service and Cents Per Each $ zs .V, $ 7sa.!© 17 1 LS Furnish and Install 2-inch Temporary Water Service @ 7wIAry L&a weto&W Dollars and krbou Cents Per Lump Sum $ A4 adv . $ -5?0wwv• 18 37 LF Permanent Asphalt Pavement Repair per Figure 2000-1A @` Dollars and owa Cents per Linear Foot $ 6s, m, $ -Tw,Q" P -3 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item Quantity Bid Price Written In Words Price Bid 19 4,142 LF Temporary Asphalt Pavement Repair @ r1wo-tw Dollars and ,wo Cents Per Linear Foot $ /e $'V9 ® 20 100 LF Trench Safety @ elll� Dollars and x,4--iry Cents Per Linear Foot $ 0" �® $ ✓�. a� 21 100 LF Concrete Encasement @ fiery _Dollars and so* Cents Per Linear Foot $�� 22 20 CY Class "B" Concrete (2500 psi) for Miscellaneous Placement @ 0.a-►d _Dollars and .!�e _Cents Per Cubic Yard $ $� 23 20 CY Class "E" Concrete (1500 psi) for Miscellaneous Placement Dollars and Cents Per Cubic Yard $ Z. �� $ Via• 24 20 CY Crushed Limstone for Miscellaneous Placement @ Dollars and Cents Per Cubic Yard $ $. TOTAL UNIT I A SECTION A WATER IMPROVEMENTS: (Transfer Total to Page P46 Summary of Bid) qP P -4 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of item With Unit Amount Item Quantity Bid Price Written In Words Price Bid UNIT I - SECTION S SANITARY SEWER IMPROVEMENTS 1 375 LF 8-inch PVC Sanitary Sewer by Open Cut (All Depths) @-do �t � Dollars - and , -- - _ -_ Cents . Per linear Foot $ _Y-C�n' $ / ��. 2 1,098 LF 8-inch Sanitary Sewer by Enlargement @ $—'x" pweew Dollars and Cents Per linear Foot 3 376 LF 4-inch PVC Sanitary Sewer Service Line (All Depths) @ 7wioel' - - -Dollars and ,wa Cents Per Linear Foot $ _ea $ �� uk. 4 144 LF 4-inch SDR 26 PVC Sanitary Sewer Service Line with Light Concrete Backfill (All Depths) @ ,A*&tV _Dollars and o.,n Cents Per Linear Foot $ 19 $ 0.gle. 5 37 EA 4-inch PVC Sanitary Sewer Service Tap @ 50evwx& Dollars and A.-P Cents Per Each $ ©e, $zXgcgr' 6 37 EA Two -Way Sanitary Sewer Cleanout and --4 Cents Per Each $ � . = ° $ � ' '7 7 12 EA Standard 4' Diameter Manhole (0'-6) @ fmoDollars and A&) Cents Per Each $ 8 8 VF Extra Depth for 4' Diameter Manhole @ r&..sp, Dollars and Am Cents Per Vertical Foot - $ �r��, $ rya ; 9 7 EA Remove Existing Manhole @ Ser- Ar&MpLe Dollars and Cents Per Each 1$ ; e6'aw, P -5 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item Ouanti Bid Price Written In Words Price Bid 10 20 VF Inferior Manhole Coating @ 2-g2a Dollars and �no Cents Per Vertical Foot $ ';w'tV'Ve� eta $®. 11 12 EA Watertight Manhole Insert @ivoo."Dollars and e1w Cents Per Each $ z®ti• �� $ Z moo• g 12 12 EA Concrete Manhole Collar �3a sr��si/�i Dollars and Cents Per Each $-lew. 13 12 EA Vacuum Test for Sanitary Sewer Manhole @ y s apmguAx, 4w Ei�©ollars and Cents Per Each 14 2 EA Clay Dam Dollars and ovo Cents Per Each $ J,6,0. T" $ P° 15 1,098 LF Pre Construction Cleaning and Television inspection @ 1.*6.< .._Dollars and sAvw Cents Per Linear Foot $ �® swyr 9�:'.' 16 1,473 LF Post Construction Cleaning and Television Inspection @ Ivele"w- Dollars and. rtw-Q Cents Per Linear Foot $ ` $ -Kw F. `9 17 50 LF Concrete Encasement @ itblx av Dollars and ,oVa Cents Per Linear Foot $ ��• �� $ z gna. em P-6 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item Quantity Did Price Written In Words Price Bid 18 375 LF Trench Safety @ cy"�— Dollars and ^.Po Cents Per Linear Foot is 19 118 LF Permanent Asphalt Pavement Repair per Figure 2000-1A @ Jij.r-rore UJ Dollars and .y Cents Per Linear Foot $ 4V. 20 374 LF Temporary Asphalt Pavement Repair @ �iP�� �+ Dollars and A,m Cents Per Linear Foot $ /w d $ �e-ia 21 50 LF Remove and Replace 6` Wood Fence @s t'+ Dollars and oiAo� Cents Per Linear Foot $ /.r. $ 222 50 LF Remove and Replace Chain Link Fence Dollars and -&v Cents Per Linear Foot $ /- $ 23 50 SY Sod @ or*10'007- Dollars and ood-o Cents Per Square Yard $ ate' d $�,� 24 20 CY Class "B" Concrete (2500 psi) for Miscellaneous . Placement Dollars and .%m Cents Per Cubic Yard $ /. $ .9?4% GOV 25 20 EA Class "E" Concrete (1500 psi) for Miscellaneous Placement @ Ord' Dollars and oova- Cents Per Each $ / $� TOTAL UNIT I o SECTION B SANITARY SEWER IMPROVEMENTS: (Transfer Total to Rage P-16 Summary of Bid) P-7 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item Qu I Bid Price Written In Words Price Bid UNIT II - PAVING AND DRAINAGE IMPROVEMENTS BASE BID 1 5 EA Project Designation Sign @ Three Hundred Dollars and No Cents Per Each $ 300.00 $ 1,500.00 2 1 LS Miscellaneous Utility Adjustments @ Six Thousand Dollars and No Cents Per Lump Sum $ 6,000.00 $ 6,000.00 3 12,325 SF Remove Existing Concrete Driveways, Walks/Steps and Handicap Ramps @_ 0tAa Dollars and ylo Cents afl o0 Per Square foot $ $ 4 5,510 LF Remove Existing Concrete Curb and Gutter @� O M e Dollars and s•Ao Cents Per Linear Foot 5 50 SY Remove Existing Asphalt Pavement [Beyond Proposed Paving Limits} @ fa. VA F Dollars and M10 Cents ao �. o0 Per Square Yard $ $S�__. 6 2 EA Remove Existin 10' urh Inlet @ffy g ��_ vw,g Dollars and Cents Per Each $ i 2 EA Remove Existi20' C rb Inlet @ �Xrrs&.*AAr � — --—Qallars and .ur _ Cents Per Each $ ��g a� $ ���, lip 8 13,500 SF Construct 6-inch Reinforced Concrete Driveway Dollars and Cents Per Square Foot $ - $-i-ve 2���. P-8 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate I Unit Description of Item With Unit Amount Item Quantity I I Sid Price Written In Words Price I Bid 9 1,800 CY Unclassified Street Excavation @.yqs Dollars and Cents Per Cubic Yard $, Sp® $ 10 50 Ton HMAC Transition Dollars and Cents Per Ton 11 100 LF Remove and Replace 6' Wood Fence @T_wF_m-rq � o Dollars and rip Cents 2 ao Per Linear Foot $ 2-2- $ 'Z- zoo 12 50 LF Remove and Replace Chain Link Fence @ Dollars and ,.a Cents Per Linear Foot $ 7-D $ L onlo- 13 5 CY Construct Reinforced Concrete Steps @is, Neftog � ,E,pr t Dollar's and A-,v Cents Per Cubic Yard $ �� , � $ flu 14 7 CY Remove and Replace Reinforced Concrete Retaining Wall @ & 4*,,v Dollars and Cents Per Cubic Yard $ �a�, Pg $ 15 Soo SF Construct Reinforced Concrete Sidewalk / Leadwalk @ .bEm2 Dollars and ,&-& Cents Per Square Foot $ 16 2 EA Construct Standard�?0'_Qurb Inlet Dollars and A4) Cents Per Each P-9 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item Quantity Bid Price Written In Words _ Price Did 17 2 EA Construct Standard 1_0' Curb Inlet Dollars and Cents Per Each $ �� ®,®� $ -.Plow. 18 57 LF 24-inch Class III RCP, Complete in Place Dollars and A40 Cents Per Linear Foot $ qX e- $��r�� e 19 23 LF 364nch Class III RCP, Complete in Place Fw�ka Dollars and 4-b Cents Per Linear Foot $ /0®. $ 20 100 LF 6-inch PVC Subdrain, Complete in Place @�_ Dollars and `wip., ' Cents Per Linear Foot $ ME4V Ta $ z azo, 21 4 EA 6-Inch PVC Subdrain Cleanout Dollars and eW Cents Per Each $ _VDa . $ drcw, 22 90 CY Storm Drain Trench Excavation and Backfill @ �� �/ Dollars and Cents Per Cubic Yard 23 80 LF Trench Safety @ Dollars and Cents Per Linear Foot 24 1 LS Storm Water Pollution Prevention Plan (SWPPP) @ 0mp. IA"a2e.r-� Dollars and I.Ao Cents oa 00 Per Lump Sum $ too~ $ �� 25 360 CY Topsoil as Directed by the Engineer @ Fourteen Dollars and No Cents Per Cubic Yard $ 14A0 $ 5,040.00 P-10 07-26-2006 11:27__ FROM -TURNER COLLIE AND BRADBN INC +817 698 6701 T-614 P-003/005 ,F-U26 I STREET RECONSTRUCTION, WATER ANID SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit ArmoLint Item Qua. ty_ Bid Price Written In Words Price Bid 26 50 CY Borrow a- �i�t'� Dollars and_ AmP Cents Per Cubic Yard $ /s, € 27 47 EA Adjust Water Meter 13ox Thi Five _Dollars and No Cents Per Each $ 35,00 $ 1,645.00 28 10 EA Adjust Water Valve Box Two Hundred _ -_ Dollars and No _ Cents Per Each - $ 200.00 $ 2,000.00 - 29 3 EA Adjust Manhole a@ Three Hundred PI Dollars and No _ _ Cents Per Each $ 26"0 $ 7-90-,.A0 30 1 LS Remove and Replace laecorative Lead Walks, Steps, Retaining Walls, etc. Required by Construction of the Cul- a e'ddo� dV Dollars and s*ft Cents Per Lump Sum $ �'� • " $ ��►. TOTAL. UNIT II - PAVING AND DRAINAGE IMPROVEMENTS BASE BID: (Transfer Total to Page P-16 Summary of Bid) $ice s2� P-11 (Addeodafn 1) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Uni# Description of Item With Unit Amount Item Quantity Bid Price Written In Words Price Bid UNIT II - PAVING AND DRAINAGE IMPROVEMENTS ALTI RNA`I`IVE MAC 1 10,805 SY 8-inch Lime Stabilized Subgrade @ Dollars ZA and � Cents Per Square Yard 2 216 Ton Lime f bgrade @ er Dollars and e Per Ton 3 9,393 SY 6" HMAC Pau nt @ ars and �ents Per Square Yard $ $ 4 5,510 LFPchcrete Curb and 18-inch Gutter Dollars Cents Foot 5 125 SYConcrete Valley Gutter @ Dollars and Cents Per Square Yard $ $ TOTAL UNIT 11- PAVING ,AND DRAINAGE IMPROVEMENTS ALTERNATIVE A: 6" HMAC PAVEMENT: (Transfer Total to Page P-16 Summary of Did) $ P-12 STREET RECONSTRUCTION, WA T ER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT - Pay Approxima#e Unit Description of Item With Unit Amount Item Ou I Bid Price Written In Words Price Bid UNIT If - RAVING AND DRAINAGE IMPROVEMENTS ALTERNATIVE B: 6" REINFORCED CONCRETE PAVEMENT 1 10,805 SY 6-inch Lime Stabilized Subgrade @ ;"e" 0 Dollars and ejCents Per Square Yard $ � '� $ lera . 2 162 Ton Lime for Subgrade @ a�e I-Iowo-o4 a 4zd Dollars and Cents Per Ton $ / $ 4l Z&©. 3 10,212 SY 6-inch Reinforced Concrete Pavement @ —Dollars and "wety oj%rs4 _ _Cents Per Square Yard 4 5,510 LF 7-inch Attached Curb @ Dollars and Av Cents Per Linear Foot $• �� 5 7,680 LF Silicone Joint Sealant @ _Dollars and _rrg _Cents Per Linear Foot $ TOT AL UNIT If - PAVING AND DRAINAGE IMPROVEMENTS ALTERNATIVE B. 6" REINFORCE] CONCRETE PAVEMENT: (Transfer Total to Page P46 Summary of Bid)[ _ ly $ P-13 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINIE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item. Quantity I Bid Price Written In Words . Price I Sid STORM DRAIN IMPROVEMENTS ALTERNATIVE C: ADDITIONAL S T ORM DRAIN - MORRIS COURT 1 2 EA Co str ruct Standard 10' Curb Inlet Dollars and ^eo Cents Per Each $ Z.70a. $ x 2 380 LF 24-Inch Class III RCP, Complete in Place @ jw--"L�f s Dollars and e-4-o Cents Per Linear Foot $ X,r, ©� $ 2 rwuo,T�- 3 420 CY Storm Drain Trench Excavation and Backfill @ z lex Dollars and %.w Cents Per Cubic Yard $ $ 4 380 LF Trench Safety @ 4*.,ODollars and ~ Cents Per Linear Foot $ Is TOTAL ADDITIONAL STORM DRAIN IMPROVEMENTS AL T IERNATIVE C: ADDITIONAL. STORM DRAIN - MORRIS COURT (Transfer Total to Page P46 Summary of Bid) $ (ADDITIONAL STORM DRAIN IMPROVEMENT S ALTERNATIVE D: ADDITIONAL STORM DRAIN-1PROVINIE STREET 1 3 EA Construct Standard 10' Curb Inlet @� ;L*-4 Dollars and Cents Per Each $ 2. 9da T" $ V 2 892 LF 244nch Class III RCP, Complete in Place Dollars and mesa Cents Per Linear Foot $ 'Irs. 3 990 CY Storm Drain Trench Excavation and Backfill @ X49 Dollars and s Cents Per Cubic Yard $ 6, $ .S'v :. P-14 STREET RECONSTRUCTION, WA T ER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay Approximate Unit Description of Item With Unit Amount Item [quantity Sid Price Written In Words larice Bid 4 892 LF Trench Safety @ d.k.4' Dollars and ova Cents Per Linear Foot _ $ /. $ awe TOTAL. ADDITIONAL. STORM DRAIN IMPROVEMENTS ALTERNATIVE D: ADDITIONAL STORM DRAIN - PROVINE STREET (Transfer Total to Page P-16 Summary of Sid) Is SIDEWALK IMPROVEMENT S - ALTERNATIVE E: REINFORCED CONCRETE SIDEWALKS - MORRIS COURT 1 6,500 SF 4-inch Reiforced Concrete Sidewalk and Handicap Ramps @ teff-ov? Dollars and -oo� Cents per Square Foot $ 2 7 CY Construct Reinforced Concrete Steps @7"gr a,4 o nt;gDollars and ^-.0 Cents Per Cubic Yard $ ��, � $ 3 25 CY Construct Combination Concrete Retaining Wall with Sidewalk, per Standard Detail S-MI3, Complete in Place c@107,ytVOowdA&W19o I I a r s and. Cents Per Cubic Yard $- 4 _ 1 LS Remove and Replace Decorative Lead Walks, Steps, Retaining Walls, etc. Required by Construction of Sidewalk-n @. rr�s►�u�.-� Dollars and o%,w Cents Per Lump Sum $ $'��. T OTAL SIDEWALK IMPROVEMENTS ALTERNATIVE S: REINFORCED CONCRETE SIDEWALKS - MORRIS COURT (Transfer Total to Page P-16 Summary of Did) Is -1w, P-15 STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON PROVINE STREET, NORMA STREET, AND MORRIS COURT Pay. Approximate Unit Description of Item With Unit Amount Item Quantity I - Did Price Written In Words Price I Did SUMMARY OF DID 1 UNIT 1- WATER IMPROVEMENTS $����. 2 UNIT I - SANITARY SEWER IMPROVEMENTS $ n,- 3 UNIT H - PAVING AND DRAINAGE BASE BID $ 4 UNIT II - HMAC PAVEMENT -ALTERNATE A $ 410A odAa 5 UNIT If - CONCRETE PAVEMENT - ALTERNATE B 6 UNIT 11- ADDITIONAL STORM DRAIN MORRIS CT. - ALTERNATIVE C $ __ Gi •� 7 UNIT II - ADDITIONAL STORM DRAIN PROVINE ST. - ALTERNATIVE D $ Z, y Ia. e� 8 UNIT II - SIDEWALK IMPROVEMENTS MORRIS CT. -ALTERNATIVE E $ 15�;�'• HMAC PAVING ALTERNATE - (1+2+3+4) CONCRETE PAVING ALTERNATE - (1+2+3+5) HMAC PAVING ALTERNATE - (1+2+3+4+6+7) CONCRETE PAVING ALTERNATE - (1+2+3+5+6+7) OAO.0 4?AD $ 4.00-e iio - $ 4Z469� HMAC PAVING ALTERNATE - (1+2+3+4+6+7+8) CONCRETE PAVING ALTERNATE - (1+2+3+5+6+7+8) P-16 PROPOSAL (Continued) Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of S percent is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Transportation and Public Works Department Projects, including latest revisions, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and to complete the contract within one hundred seventy five (175) working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable) 13 A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A 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. P-17 Receipt is acknowledged of the following addenda: Addendum No. 1 Addendum No. Addendum No. 3 (SEAL) If Bidder is Corporation Date:'Z-Oo G Respectfully submitted, ST A ill X-E 4-, .I .1 B'.© Y- Title P.o, e�. 3e0 Address Telephone P-18 VENDER COMPLIANCE TO STATE LAW VENDOR COMPLIANCE TO STATE LAW The 1985 session of the Texas Legislature passed House Bill 620 relative to the award of the contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, non- resident (out of state contractors whose corporate offices or principal place of business are outside 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 principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. [ B.) The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: Company_ S-TaA i31 ti_ E- 4- W" 10 y I or-, B (please print) .n Title: V, er-- Q to i<a l T' (please print) T Address: . i3o --'RISC) Telephone: /4- O V -7- 2-056 This form must be returned with your quotation. SECTION B (Water Department) Special Instructions to Bidders (Water Department) Part C — General Conditions Part C-1 -- Supplementary Conditions to Part C General Conditions Part D -- Special Conditions Part DA — Additional Special Conditions Part E — Technical Specifications (Water Department) SPECIAL INSTRUCTIONS TO BIDDERS (W�ter Department) 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) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non -responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. 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 prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (S%) 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 bond, (1) the name of the surety shall be included on the current U.S. Treasury List, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one -tenth (1/10) the total capital and surplus. SI-1 3. BONDS: A performance bond, a payment bond, and a 2 year maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresidents principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions 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 plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor SI-2 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. 11. MINORITY AND WOMEN OWNED BUSINESS ENTERPRISES: In accordance with the City of Fort 'North Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom the delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or, a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be responsible and barred from participating in City work for a period of time not less than three (3) years. SI-3 PART C GENERAL CONDITIONS PART C - OSNERAL CONDITIONS TALE OF CONTENTS NOVEMBER, 1, 1987 TARLEOF CONTENTS C1-1 DEFINITIONS CI-l.l Definition 0I 2arms cl-I (1) c1-1.2 _ Contract Documents CI-1 (1� cl-1.3 notice to Biddere cl-1 (2) cl-1.4 Proposal CI_1 (2) C1-1,5 Bidder Cl-1 (2) Cl-1.6 General conditions Cl-1 (2) c1-1.7 Special Conditions CI-1 (2) cl-l.B SPecilicatio2s Cl-1 (2) Cl-l.g Bond cl-1 (2) U-1.10 contract 11_1 (3) Cl-l.11 plans 33) C1-1,12 City ' CI-1 ( (3 C1-1.13 City Ccgncil _ cl-1 () 3) C1-1.14 Mayor cl-1 (33 c1-1.15 City Manager cl-1 cl-1.16 City Attorney. Cl-1 (]) C1-1.17 Director of Public ¥ork5' 11_I 43) cl-I.lB Director, City water Department Cl-1 (a) Cl-l.la Bngineer cl-1 (4) c1-1.20 Contractor ' . cl-1 (4) £1-1.21 Sureties. cl-1 (4) c1-1.22 The Wo-rk or iroject cl-1 (4) C1-1.23 working Day CI-1 (4) C1-1.24 Calendar Day CI-1 (4) CI-1.25 Legal Holiday ' Cl-1 (4) CI-1.26 Abbreviations . C1_1 (5) c1-1.27 change order . C1-1_(6) C1-1.28 Paved Streets and Alleys Cl-1 (6) c1-1.29 Unpaved Streets and Alleys CI-1 (6) Cl-1.10 city Streets " Cl-1 (6) Cl-1.31 Roadway ' cl-1 (6) CI-1.32 Gravel Str'ee.t cl-1 (6) C2-2 INTERPRETATION AND PREPARATION , 0£ PROPOSAL c2-2.1 proposal Fors- c2-2 (1) c2-2.2 Interpretation 0£ Quantities CZ-2 (1) C2-2.3 sxaminatiof of contract Documents - Ana Site ' C2-2 (2) c2-2,4 .Submitting DI Proposal c2-2 (3) c2-2.5 Rejection of Proposals c2-2 (3) c2-2,6 Bid Security c2-2 (3) (1) C2-2.7 Delivery of Proposal C2-2 (4) C2-2.8 withdrawing Proposals C2-2 (4) C --2.9 Telegraphic Modification of Fropcsale 2-2 (4) C2-2.10 Public Opening of Proposal C --2 ( 4 ) 2-2.1.1 irregular Proposals• - 1, C -2 (4) C2-.12 Disqualification of Bidders C2-2 (5) C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3 Cl) C3-3.2 Minority Busine8s Entergise Women -Owned Ausiness Enterprise compliance. C3-3 (1) C3--3.3 Equal Employment Provisions C3-3 (1) C3-344 Withdrawal of Proposals C3-3 (2) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities 3-3 (2) C3-3.7 Bonds 3-3 (2) C373.8 Execution of Contract C3-3 (4) C3-3.9 Failure to Execute Contract C3-3 (4) C3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3--3.12 Contractor's Obligations C3-3 (7) C3-3.13 Weekly Payroll C3#-3 C7) C3-3.14 Contractor's Contract Administration C3-3 C7) C3-3.15 Venue 3-3 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 C4-4 () C4-4.5 Schedule of Operations C4-4 (3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities. C4-4 (4) C5-5 CONTROL OF WOP-K AWD MATERIAL C5-5.1 Authority of Engineer. C5-S (1. ) C5-5.2 _ Conformity with plans C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (2) CS-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5- (3) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) C5-5.8 Authority and Daties of Inspectors C5-5 (+4) C5-5.9 Inspection C5-5 (5) CS-5.10 Removal of Defective and Unauthorized work C5-5 (5) C5-5r11 Substitute Materials ar Equipment C5--5 (5) C5-5-.12 Samples and Tuts of Materials C5-5 (b) CS-5.13 'Storage of Materials C5--5 (6) C5-5.14 Existing Structures and Utilities C5-5 (7) C5-5.15 Interruption of Service C5-5 471 C5-5.16 Mutual Responsibility of Contractors C5-5 (8) C5-5.17 Cleanup CS-5 (8) C5-5. 18 Final. Inspection C5-5 ( 9 ) (2) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-- (1) C6-6.2 Permits and Licenses C5-6 (1) C6-6.3 Patented Devices, Materials .and Processes C6-6 (1) C6-6.4 Sanitary Provisions CG-6 (2) C6-6.5 Public Safety and Convenience C6-6 (2) C6--6.6 Privileges of Contractor in Streets, Alleys, and Right -of -Way CG-S (3) C6-6.7 Railway Crossings C6-6 (4) C6-6.8 Saarrioades, Warnings and Watchmen C6-6 (4) C6-6.9 Use 'of Explosives, Drop Weight, etc. C6-5 (5) C6-6.10 Work Within Easements C6-6 (6) C6--6.1.1 ln�ependent Contractor C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (8) C6-6.13 Contractor's Claim for. Damages C6-6 (10) C6-6.14 Adjustment of Relocation of Public Utilities, etc. C6-6 (10) C6-6.1.5 Temporary Sewer Drain Connections C6-6 (10) C6-6.16 Arrangement air cd Charges of Water Furnished bar City C6-6 (11) 6-5.17 Use of a Section of Portion of the Work C6-6 (11) C6-6.18 Cantractor's Responsibility for Work C6-6 (11) C6-6.19 No Waiver of Legal Rights C6-6 (12) C6-6.20 Personal Liability of Public officials CCG--6 (1�) C5-6.21. State Sales Tax -6 (12) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) 0-7. Assignment of Contract C7- 7 (1) C7-7.3 Prosecution of the Work C7-7 (1) C7-7.4 Limitations of Operations C7-7 (2) C7-7.5 Character of Workman and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) C7-7.7 Time of Commancenmeat and Completion C7-7 (41 C7-7.8 Extension of time of Completion C7-7 (4) C7-7.9 Delays C7-7 (4) C7-7.10 Time of Completion C7-7 (5) C7-7.11 Suspension by Court order 'Temporary C7-7 (6) C7-7.1 Suspension C7-7 (6) C7-7.13 Termination of Contract due to National. Emergency C7-7 (7) C7-7.14 Suspepsi,on of Abandonment of the Work and Arno iment of Contract C7--7 ( 7 ) C7-7.15 rulfillment of Contract C7-7 (9). C7-7.15 Termination for Cpnveni ence of the Onwer C7-7 (1a ) C7-7.1.7 Safety Methods and Practices C7-7 (13 ) C6-8 MEASUREMENT AND PAYMENT Cfi-8.1 Measurement of Quantities C8-8.2 Unit Prices CS-8 (1) {3 ) C8-8,3 LQm2 Sum CB-B (1) CS-8,4 Scope of payment CO-8 11) ( c8-8,5 Partial Estimates and Retkinage CS -a U) C8-8.6 Withholding Payeent C8-8 (3) ce-8.7 Final Acceptance c8-8 (3) CB-B.B _ Final Payment C8-8 (3) c8-8.9 Adquacy of Design c8-8 }(4) CB-8.10 General Guara6ty CS-S (4) CB-8.11 subsidiary work ' c8-8 (5) CO-B,12 Miscellana u5 Placeme t Of material c8-e (5) C8-8,13 Record Documents ca-8 (5) (■) PART C - GENERAL CONDITIONS C1-1 DEFINITION SECTION Cl-I DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenevez in these Contract Documents the €o lowing terns or pronouns in place of them are 12sed, the intent- and meaning skull be understood and interpretiad as follows; Cl-1.2 CONTRACT DOCUMENTS: The Contract Documents are aLll of the written arid drawn documents, such as specifications, bonds, a,dd nda o plans, etc. , which, govern the terms and pezformance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT D-OCUMENTS : The General .contract DO uments govern all Water Department Projects and include the following items PART A - NOTICE TO BIDDER$ (Sample) White PARS' B - PROPOSAL _ ( Sample) white PART C GENERAL CONDITIONS ( CITY) Canary Yellow ( Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El -White t-Golden Rod E 2A-Whit e PSRMITS EASEMENTS Blue PART F - BONDS (Sample) White PAT G -- CONTRACT ( Sample) White h, 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 (Did) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS VART - - SPECIFICATIONS PERMITS EASEMENTS PART F -- BONDS PART G - CONTRACT PART H - PLANS (Usually bound separately) CI-1 (1) 9 C1-1.3 NOTICE TO BIDDERS: All of the legal publ.icatjon8 either actually P6blished.in Public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. CI-1.4 PROPOSAL. The ooMpinted written And Signed offer or tender of a bidder to perform the work which the Owner desires to, Dave', -clone-, together- with the- bid recur -pity'-, 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, corpDration, acting directly oZ through a duly authorized representative, submitting a proposal for performfnq the wank contemO Pted under the Contract Documents, constitutes a bidder. CI-1.6 GEVERAL CONDITIONS: The General Condiizons are tl1L, usual construction and contract requirements which govern the Performance of the -work so that it. will be carried on ir, accordance with the customary procedure, the local statutes, - and requirements of the City of Fort Worth's charter and Promulgated ordinances. Wherever there may be a conflict between the General Conditions and special Conditions, the latter shall take precedence and shall govern. Cl-1.7 SPECIAL CONDITIONS: Special conditions are the specific requiretnsLnts which are necessary for the particular Project covered bythe-ContractDocuments and not specifically covered in the General Conditions. when considered with the General Conditions and ether elements of the Contract Document's their provide the information which the Cozitractar and owner should have in order to gain A thorough knowledge of the project. C3-1.8 PECIFICA TIONS - The Specifications is that section or Part 'of the Contract Documents which sets fort, in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to gender a completed and -useful project. 'Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a Part of the Cantrart Documents just as though they were embodied therein. CI-1..9 BOND: The boRd or bonds are the writter, guarantee cr security furnished by the Contractor for the prompt and U-1 ( ) faithful performance Of the contract and include the foilcwing a. Performance -Bond (see pazagraph C3-3.7) b. PaYment Bond (sae paragraph 03-3.7) cw Maintenance Bond (see Paragraph C3-3.7). dProposal or 'Bid 'Security 'see Special instructions to Bidders, Part A and C -2. 6 ) CI-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. CY-1.11 PLANS; The plans are the drawings or reproductions there ram made by the Owner's representative showing its detail the locatiau, dimension and Position of the varloQs elements of' the prO ject, including su4ch- profiles, typIca I cross -sec Lions, layout diagrams, *corking drawings, preliminary drawings and, such supg3ementai drawing's as the Owner may issue to -clarify other drawings or for the purpaae of shorting changes in the work hereinafter authorized by the Owner. The Plans are. -Usually bound separately from other parrs of the Contract Documents, but they are a part of the Contract Documents just as though- they were bound therein. Cl-l.l CITY: The City of Fort Worth, Texas, a municipal corporat on, authorized a0d chartered under the Texas State Statutes,, acting by and through its governing body or -its City Manger, each of which is required by charter to perform spacific duties. Responnibility for final enforcement of Contracts involving the City of Fart Worth is by Charter vested in the City Manager. The terms City and Owner Are synonymous. CI-1.13 CITY COUNCIL: The duly elacted and qualified goverrixng body of t e C ty of Dort Worth, Texas. C1-1.14 MAYOR;.- The Off iciQ11Y elected Mayor, or in his at -sense, the Mayer Pro tem of the City of Port, Worth, Texan. I�X.l5 CITY MANAGER: The officially appointed and authorized City► Manager of. the CltY of Fort Worth, Texas{ or his duly authorized -representative, . Cl-1-16 CITY ATTORNEY: The Officially appointed City kt toxney Of the Cl-ty of For Worth, Texas, representative_ Or his dull+ authorized C1_l (3) Cl-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official Of the City of -Fort Wojrthr referred to in the Charter as the City Engineer, or his duly authorized representative. Cl-1-18 DIRECTOR, CITY WATER DEPARTMEI T: The duly appointed Director of the City Water Department of the Ci-ty 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, aoti.ng within the scope of the particular duties entrusted to them. C1-1,20. CONTRACTOR: The person, persons, partnership, company, firm, a soc%ation, or -corporation, ent4iring into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative-. A sub -contractor is a person, firm,-corporati.on, or others under contract with the principal contractor, supplying labor and materi,a,ls or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bcn s are required tdith and four the Contractor. The sureties engaged are to he full] responsible for the entire 2:nd ,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, OF! PROOECT: in and covered the Contract limited to the furnishing of equipment, ana incidentals nec and serviceable project. The completed work contemplattd Documents, including but not all labor, materials, tools, Bssary to produce a completed C1-1.23 WORRING DAY: A Working day is defined as a calendar day, not inclading Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of this Contractor permit the pai iformance of the principal unit of work for a period of not less than seven ( 7 ) }yours between 7:00 a.M.. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. Cl-1.24 CALENDAR DAYS: A calendar day is any shay of the week or month, .no days he ng excepted. Cl-1.25 LEGAL HOLIDAYS: Legal holidays small be observed as prescribed by the City Council of the City of fart worth for observance by City employees as follows: CI-1 (4) 1. Vew Year's Day . M. L. King, Jr. BlrLhday 3. Memo r i a 1 Day +4. Independence Dap 5. Labor Day 6. - Thanksgiving Day 7. Thanksgiving Friday S. Ch-ristmas Day 9. Such other days in lieu of holidays as the City Council may determine January l- Third Monday in January Last Monday in May July 4 First Monday in September Fourth Tharsday in November Fourth Friday in November December 25 When one of the above tamed holidays or a special holiday is declared by the City Council, falls an Saturday, the holiday shall be observed on the preceding Friday or if it falls bn Sun aY, it shall be observed on the following Monday, by those employees working on working day operations. Bmployeea working calendar day operations will consider the calendar holiday as tits holiday, C1-1-26 ABBREVIATIONS: Wherever the abbreviations defined hexein appear in Contract Documents, the intent and maaning shall be as follows: AA HTO - American Association of M D - Million Gallons Per State Highway TransportatiiDn Day Officials ASCU - AmeriCan Society of Civil CPS - Cubic Foot. per Engineers Second LAW - In Accordance With hSTM - Amarican Society of min. - Minimum Testing Materials' Morro.- Monolithic -AS WA - American Water Works - Percintum Association R - Radius ASA - American Standards Association J.D. -- Inside Diameter Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Rlev,- Elevation Ave, Avenue Fahrenheit. Blvd. - -Boulevard C - Centigrade C1 Cast Iron In. - Inch CL - Center Line Ft. - Foot G1 - Galvanized Iron St. - Street Lin. - Linear or Lineal CY Cubic Yard 1b. Pound rd. - Yard MH - Manhole SY - Square Yard Max. L.P. - Linear Foot D.I. - Ductile Iron CI-1 ( 5 ) �'' �� �� �` Cl-1.27 CHANGE ORDER; A "Change- Order" its a written supplemental agreement between the Owner and the Contractor covering some added Or. deducted item or fe-ature which may be found necessary and which was not spej,-xfically included in the scope of the project on which bids were suhmi.tted.. Increase in unit quantities stated in the proposal are not the subject Matter -Of a Change Order unless the increase nt decrease is 00ze than 251 of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by th'e City from information as necessary furnished by the Contractor. C1--1. 8- PAVED STREETS AND ALLEYS: A paved street or alley shall 7 define3 as a street or alley having ome of the following types of wearing atzrfaces applied over the natural unimpzova&d surface: 1. Any type of asphalt.ic 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. 9 UNPAVED STREETS OR ALLEYS: An unpaged street, alley, roadway or other sur ace Is any area except these defined above for "Paged Streets and Alleys." Cl-1-30 CITY STREETS: A city street is defined a$ that area between ihe right -Of -Way lines as the street is dedicated. C1-1.31 ROADWAY: The rDadwray is defined as the area between Para el nes two ( ') feet hack of the curb lines or Eauar W ) feet hack of the average edge of pavement where no curb exists. CI-1-32 GRAVES, STREET: A gravel street is any unpaved street tow c as been ad b one or more applications of gravel or similar material other thaa the natural material found on the street surface before any improvement was Made. CI --I (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION ON of PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION of PROPOSAL C2-2.l- PRDVOSAIf FORA: The Dwner win furnish bidders with propoSal .form, whlch will- contain an itemized List of the items of work tD be_ clone or materials to be furnished and upon which bid'priees 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 fortes for the Bidder's "Exrper ier;ce Record," '{Equipment Schedule," arid "Financial Stat,emsnt," all of which mint be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening cf bids. They financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid perrnit issued by an aPPrapriate state l.ioensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not mere than ore (1) year old. In the case that a__bidding date falls within the tirne a now statement is being prepared, the previcus statement skull be updated by proper 'Verification. Liquid assets in the amount' of tan (10%) percent of the estimated project cost will, be required. For are experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seed ing qualification in work of both the same nature and magnitude as that of the project for which bias are. to be received, and such .experience rust have been ors projects complated not more than five (5) years prior to the date on which are to be received. The Director of the Water depaztment 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 projer-t, and state that he will rent such additional equipment as may be required to complete the Project on which lie submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be €urnished as may e l.istecl in the proposal C -2(1) forms or other parts of the Contract Documents will be con8idered as aPProximate only and will be used Ear the purpose of comparing b ds on a uniform basis. Payment will be made to the f+ontractcr for only the actual quantities of work performed or, materials furniz;hed in strict accordance with the Contract Documents aria Plans. The quantities of work to be per of med and materials to be furnished may be increased or. decreased as hereinafter provided, without in any way invaiida.ti.n9-- the, unit - prices: bid. or.. any other, roquireme' nts of the Contract Documents. C2-2.3 EXAMINATION DID' CONTRACT DOCi]MBNTS AND SITE OF PROXECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all -of the information which the Owner will furnish. All additional information and data which the owner will, supply after promulgation of the formal contract documents shall he issued in the form of written addenda and shall become part of the Contract Documents just as though such ada'enda were actually written into the original. errtract Documents . Bidders are required, prior to the filing of proposal, to read and become familiar -with the Contract Documents, to vis3,t the site of the project and examine carefully all local conditions, to inform themsalres by thi§ir awn indapendexit research and investigations, tests, baring, and by such other means as may be necessary to gain a complete knowledge of the conditi.orss which will be encountered during the construction of the project. They must judge foz themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its cOmPletinn, 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. Didderg shall rely exclusively and solely upon their own est.imatos, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the Proposal~ Is to be based. It is mutuallY agreed that the submission of a proposal is prima -facie evidence that the bidder has made the investigations, examinations and tests herein ecloired. .aims for additional camDensati,on duo to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil aorings, if anyp showing on the plans are for 9erleral information only and may not be correct. Neither the C2-- (2} owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2_ 4 SUBMITTING OF PROPOSAL, The Bidder shall, submit his Px'aposal Or, the form urnLshed y the Owner. All blank spaces applicable- to the project uontained in the form shall be correctly filled in and the Bidder shall statd the prices, written in irk in both words and numerals, £ar which he proposes 'to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In -case of discrepancy between. the price written la 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 authorizers agent. if a'proposaI is submitted by a firm# association,.or partnership, - the name and address of each member must be given# and the proposal, must be signed by a member of the firm, association', or partnership, or -by � Person duly authorized. If a propcsal - is submitted by -a company, or corporation{' the company or corporate name and busi.ne:ss address gust be given, and the proposal signed by are official or duly authorized agent. The curperate seal must be affixed. POVer of Attorney authorizing agents or others to sign Proposal mus t be properly cer t i f ied and must be in wr i t i ng , a rx d sabmitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: - Proposals liay be rejected if they show any ilteratdo of words or figures, addztiona not called for, conditional .or uncalled for alternate bids, incomplete bids# arazuzes, of irregularities 'of any kind, or contain unbalance value of any items. Proposal tendered- or delivered after the official time designated for receipt of proposal skull be retuned to the Bidder unopened. C - . 6 BID" SECURITYi No prcposai will be consider' ed unless it s acuomp zaie bar a "Proposal Secuzit�e" Of thP- character and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is -required by the Dwyer as evidence of gaud with 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 Pi: all other bidders may be returners promptly after the canvass of bids. C2--2 (3 ) C2--2.7 DELIVERY OF PROPOSAL: NO proposal will be Considered unless it io deliverers, accompanied by its proper Bich SecuritY, -to the CitY Manager or 'his representative in the Official Plane of business as set f 4arth in the "Notice to Rfdders." It is the Bidder's sole responsibility to deliver the Proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered, .The Bidder must have the proposal actually delivered. Each Proposal, shall. be in a sealed envelope plainly marked with the word, RPROPOSAL," arid- the name or descriptioh of the project as designated, in the "Notice to Bidders." The envelope shall be addressed to the City Manager, iffitY Hail, 1'oft Worth, Texas, C2-2. B WITHDRAWING PROPOSALS: Proposals actually filed with t e City Manager cannot be withdrawn prior to the time set for opening proposals . A request for neon -consideration of � proposal must be made in writing, addressed to the City anagor r and f i led with hirR prior to the time set for thL opening of proposals.. After all ,proposals not requested for roan-vonsideration are opened and pablicly ,read ,aloud, the Proposals for which non -consideration requests have been properly filed r�tay. apt- the option of the Owner, be ret4rned unaperxed. C2-2.9 TELEGRAPHIC MODIFICATION Dr' PROPOSALS: Any bidder may modify hrs Proposal by teYi�graphic commun cation at any time prior to the time set for opening proposals, provxaed such telegraphic communivation 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 railed 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 Ise given to the proposal. C2-2.10 - pUDLIC OPENING OF PROPOSAL: Proposals which have beers properly frlerl a, nd fror which no ,-- OD--Consideratjon Request" has haen received will be publicly opened and react aloud by the City Manager Or his authorized ..representatjve at the time and place indicated in the "Notice tO Bidders." All proposals which hags been opened and read will remain on file with the Owner urntil 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 einc °Irregular if ttieyv show a.9y Omissions, alterations of form, additions, or 00nditior,s not calLed for, urnauthorized alternate bids, or irre9alarities of any kind. HowaveT. the C2--(A) Owner reserves the aright to waive any and all irregQlarities and to make the award of the contract to the meat interest of the City. Tendering -a proposal after the r-lasing hour is an irreg alacrity which cannot be waived. C - . 12 Dl UALIFICA,TION OF BIDDERS: Bidders may be d squab, ed and their p.ropasals not oonsid-erred for any of, but not limited to, the following reason: a_ Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one propos,Ll 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 contKaet. e. The bidder having performed a prior contract in an unsatisfactory manner. f . Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. 9. Uncompleted work which, in the judgment of the owner, will prevent or hinda r 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 fallowing: 1. Financial Statem8nt showing the financial condition of the bidder as specified in Part RA"" - Special Ini5tructions. . 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 equuipment• ached -ale shoring the equipment the bidder has available for U9'e on the project. The Hid proposal of a bidder who, in the judgment of the Ergipeer, is disgtualified under the requirements stated herein, shall be set aside and not opened. CZ--2(5) PART C -- GENERAL CONDITIOPS C3--3 AWARD AND EXECUTTDN OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been openEed and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shower in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents.` The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and snoh other quoted amounts as may er)ter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the - right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to praueed with the work in any manner 's maybe considered for the best interest of the owner. C -3.2 MINORITY BUSINESS ENTE;RpRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCEi antrac-toz agrees to provide to Owner, upon request, complete and accurate information regaraing actual work performed by a Minority Busirjess Enterprise (MBE) and or a a woman -awned Business Enterprise ME) ort the contract and the payment thi�refot. Contractor further agrees, upon request by owner, to allow ana audit and/or an e3camination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WSE. Any material misrepresentation of any nature will he grounds for termination of the contract and for ibit€ating any action under appropriate federal., state or local lags 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 sic (6) months. C3 -3 . 3 EQUAL EMPLOYMENT PROVlSIOVS= The Contractor shall comply with Current City ordinance pz ochibiting dzsorimination in etnpicyment practices, C3-3 (1) The Contractor shall post the required notice to that effect an the Project site-, and, at his arequestr will be provided asnistance by the City of Fort Worth's Equal Emgloym,,,,L Officer who will reEes any giialiffed applicant he mar have on file in his Office to the Contractor. Appropriate notices ]-nay be acquired from the Equal EyhPIOyment Officer. C3-3.4 WITHDRAWAL OF PRO?G ALS: lifter a proposal has been reby the Owner t ca5n0t _ w thdrawn by the Bidder within forty-fivr� [45-} days�°-after the-dat�L-_ on- Which the proposals were opened. C3-3.5 AWARD OF CONTRACT- The Dwner reserves the right to w tlhhcldfirsa ,action on the proposals fOr a reasonable time, not to exceed forty-five (45) days after the date of opening Proposals, and in no event will an award be made Until after investigations have been made as to the responsibility of,the proposed awardee. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the .Owner has notified the Contractor .in writing of such award. C3-3.6 RETURN OF' PRQPDS L SECURITIES: As $oon as p�opcsed Price totals have been determinj�d far compazison Qf bi,35, the Owner may, at its'aiscretionrt return the Propcaal security wbi.ch accompanied the proposals which, in its judgment, would not be -considered fpr 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 deliverer of the Contract l]ocument5t the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bands: Pi BRFORMANcE, BC) -ND; A good and sufficient FLrfva-manee bond fn an amount riot less than lao percent of the amount, of the contract, as evidenced by the proposal t-abialation or otherwise ,- guaranteeing the full and faithful execution of the work and performance of the contractr and for the protection of the Owner and all other persons agafrxst damage by treason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3--3 {2y bond shall guarantee the payment for all labor, materials, equiprnent, supplies, and servicias 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 sufficLent MMa enance bond, in the amount of not less than 100 percent of- the amount of t1he contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, fu11 and faithf4l performance of the general guaranty which is set forth in paragraph" OS-S.10. c* PAYMENT BOND: A good And sufficient payment bond, in an amount riot less than 100 percent of the amount of the contract, as evidenced by the proposal. ,tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by Rouse Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April. 27, 1959, and/or the latest version thereof, supplying labor acid "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 stipulate, are made. d. OTHER BONDS: Such other bonds as may be required Y these Contract .0ocuinents shall be furnished by the Contractor. o 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 stirety company doing business in they City `Df Fort Woarth, Texas, and which is acceptable to the owner, in order to be acceptable, . tine name of the surety shall:be included on the cur- giant U.S. Treasury list of acceptable nureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown an the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at anY time by the owner, notice will be given the Contractor to than effect and the Contractor shall immediately provide a C3-3 (3) new surety satisfactory to the Owner. No payment will be made under the contract until the now surety or aureties , as required, have qualified and -have been accepted by the Owner. The contract shall not be operative nor will aAY -}payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within tern (10) days after the Owner as by appropriate reso anon, oz Otherwise, awarded the contract., the Contractor shall, exeeute and file with the Owner the Contract and, such bonds as may be required. in the Contract Documents. No. contract shall he binding uporn the owner until it has been attested by the City Secretary, approved as to farm and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.-D FAILURM TO EXB'CUTE CONTRACT: The failure of the Away ee to execute the required bond or boards'. or to sign the required contract within ten (10) days after the vontract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul. the Award.- By reason of the uncertainty of the market prices of material and labor, and it being fmgaracticable and difficult to accurately determine the amount of damages occurring to the Owner by reason of said awardae's failure to execute said bands and contract withj'n ten (10) days, the proposal security accompanying the gzoposaL shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awaardee and shall thereupon immediately be forfeited to the Owner. The f ilxrlg of a proposal will be considered as an acceptance of thi s Provision by the Bidder. C3-3.10 HEGINNINC. WORK; The Contractor shall not commence work until 'auth0iiFed 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 authorisation usually termed the "Work order" or "Proceed order", it is agreed that the surety company will, within ten (10) days aftez the commencement date set forth in such written authorization, commence the physical execution of the contract. _C3-3.11. INSURANCE: The Contractor shall nct, commence work finder this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to thn Owner the sub -contractors' C3-3 (4 ) certificate of insurance for approval. The prime contractor shall indicate an the certificate of insurance included in the documents for execution whether or not his insurance covers sub -contractors.- It -is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insuzance on all of his employees to be engaged in wort an the proaec.t under this contract, and for all sub -contractors. In case any class' of employees engaged in hazardous work are the project under this contract is not Protected under the Workers' Compensation Statute, the Contractor shall provide adequate amployer's general liability insurance for the protection of such of his employees not so protected. b. COM REHEVSIVE GEMMaZ LIABILITY INSURANCE: The Contractor shall procure and shall maintan during the' life of this contract Contxactor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than 500,000 covering each occurrence on account of bodily injury, including desthr and in an amount not less than $500,00D covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. C. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate po-licjes or by additional endorsement to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of Sub -contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation ( if excivations are to be erformed adjacent to same). 4. Damage to underground utilities for $500,000. C3--3 (5) 5. Builder's risk (where above rotand structures are involved), 6, Contractual Liabf lity (covers all indemnification requirements of Contract). AUT0140BILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGEt The Contractor shall procUra and maintain, during the- life of this Contract., Co]npjehensive Automobile Liability insurance its an amount not Iass'than $250,0O0 fvi injuries including accidental death to any one person and, subjecE to the same limit fax each person are amount not less than 500,000' on account of one accident, and automobile propp_rty damage insurance in an amount not less 'than $100, 000. e. SCOPE OF INSURANCE AND SPECIAL -HAZARD.- The insurance required under the above paragraphs shall provide adequate pxotectian for the Contractor and his sub -contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirOctly employed by him, and also against any of the Following special hazards which may be encountered in the performance of the Contract'. f. PRO DF Off' CARRIAGE Off'' INSURANCE: The ontrartoE shall furnish the Owner wit sati.s-factory proof of coverage by in-sur.ance required in these Contract Documents in arneunts and by carriers satisfactory to the Owner. (Sample attached.) All insurance reg-ai-rements made upon the Contractor shall apply to the sub -contractor, should the Prime Contractor's insurance not cover the sub -contractor's work operation$. g. LOCAL, AGEWT FOR INSURANCE AND DONDINr,,: The insurance and borTifing companies with whore the Contractors insurance and perfoxma:1ce, payment, maintenance and all such other bonds are written shall b-e represented by an agent or agents having an office located within the city limits of the C3-3 (6) City of Fort Worth, Tazrant County, Texas. Each such agent shall be a duly qualified, one up6n whom service of process may bey had, and must have authority' and Power to -act- on behalf' of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City bf Fort Worth or other claimant or an'y property owner who has been damage4, may have against the Contractor, insurance, and/or bonding company. 1f the local insurance representative is not so empowered by the insurance or honding companies, then such authority must 440 ves.t ead 'in' a local agent or claims officer residing in the Me-troplex, the Fort Worth -Dallas area. The name of the agent or agents shall be set forth on all of- such bonds and certificates of insurance. C3-3 .12 CONTRACTOR'S OHLI ATTO S: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3 .13 WEEKLY PAYROLL: A certified copy of each payroll coverrng payment of wades to all person -engaged in work on the prof(5ct at the site of the project shall he 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 sot forth in the Contract Documents shall be kept posted in a conspicuous glace 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. C 3 - 3 .14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Con tr&ctor, whether a person, persons, Partnership, company, firm, assoQi.ation, cozporation or other who is approved to do bvsine!is with and enters into a contract with the City fur construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Werth-DallaLs mi�i,taropolitan 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 pertainiAg to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other C3-3 (7) matter associated such as maintaining adequate and appropriate insurance or security -coverage fQr the project. Such local authority for administration of the work under the Contract shall be mairitained until- all business transactions executed as part of the Contract are complete. Sho uYd the Contractor's principal base of operations be other than i.ri the Fort Worth -Dallas metropolitan area, notification of the Contract-or's- assignment of local authority shall be made in writing to the Engineer in edva€ ae of any. work on the project,' all appropriately signed and sealed, as applicable, by the' Contractor's responsible officers with the understanding that this written assignment of authority to a Local representative shall become part of the project Contract as though bound directly into . the project documents. The intent of these requirements Is that all matters associated with the Contractor's administration, whether it.be oriented in furthering the work, or other, be governed direbt by local authority. This same requirement is imposed on insurance and surety covefage. Should the Contractor's local representative fail to perform to the satisfaction of Engineer, the Engineer, at his solo discretion, may demand that such Vocal representative be replaced and the Engineer ray, at his sole discretion, $top all work until a ❑aw local autharity satisfactory to the EngLneer is' assigned, No credit of working time will be for periods in Which work stoppages are in effect for this reason. C3-3.1.5 VENUE; ' Venu-e of ahV action hereirnttnder. shall be exclusiVely in Tarrant County, Texas. C3-3 (8) FART C - GENERAL CONDITION C4 - 4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK 4-4.1 TNTB T OF OONTRA('T DOCUMENTS: It 1-9 the definite intention of these Contract -Documents to provides for a complete, useful project which the Contractor undertakes to construct or furnish, all in. full compliance with th8 regl iiTemeDts and intent of the Contract Docum(a�nts. It is definitely understood that the Contractor shad] do all work as Provided for in the Contract Documents, shall do all e�rtra or special work as maybe considered by the pwrrer as necessary tD complete the project in a satisfactory and acceptable manner. The Contractor shall, unless Otherwise specifically stated in these Contract.'Docaments, furnish all labor, tools, materials, - machinery, equipment, special services, and 'Incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily sti.p9lated or covered by General or Special Conditions of these Contract Documen s be anticipated, or should there be any. additional propoaed work which is not covered by these Contract Doc)ments, then "Special Provisions" covering all such work will be prepa.red by the owner previous to the time of receiving bids or proposals for such work and -furnished to the Bidder in the farm of Addenda_ A,ll such "Special Provisions" shall be considered to be a part of the Contract Docurvents just as thea9b they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The owner reserves Lhe r gist to alter the quantit es of the work to be performed ar to extend or shorter, the irnproveinerkts at any time when and as found to - be necessary, and the contractor shall perform the we, rk ,as al.t,ered, increased Or decreased at the unit prices. Such increased or decreased. quantity shall not be more than 25 Percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished- by the 25 percent or more, then eitbar party to the contract shall upon written request to the other party be entitled to a revised consideration upon that p6rtion of the work above or below the 5 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 mane for ar,y changes in anticipated profits nor shall such changes be considered as C4-4 (1) waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantitles of sanitary sewar pipes 'in depth categories, shall be interpreted therein as applying to the overall quantities or sanitary sewer pipe in each pipe size, bui not to the Various dLh-pth. categories. CA-4.4 ALTnRAT,IOM OF CONTRACT.-r5DCUMENTS: By Change. Order,- the Owner xes'erves- the r ghE t( make such changes in the Contract Decurnents and in the character or quantities of this work as may be necessary or desirable to insure completion in the most satisfactory manner, pzOvided such changes do not materially alter the original Contract Documents or change the general nature of the project as a. whole. Such charges shall not be consiaered as waiving or invalidating any condition or Provision of the Contract Documents: C4-4.5 EXTRA WORK; Additional work made necessary by granges 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 dark" and shall be. performed by the Contractor in accordance with geese Contract Documents or approve [d addi.tioris 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 hte determined by one or acre combination of the fallowing methods: a. Unit bid price previously approved. b. An agreed lump stem. c• The actual reasonable cost of (1) labor, () rental of equipment used on the extra warp 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 cf insurance, bonds, and social security -as determined bar the garner, pins a fixed fee to be agreed upon but not to exceed 10t of the actual cost of such extra work. The fixed lee is not to .include any additional profit to the Contractor fur rental of equipment awned by him and used for the extra work. The fee shah, be full and complete compensation to coven the cost of suPeri►ntendenca, overhead, other profit, general and all other expense not included in (1), (2), (3) r and t4) above. The Contractor shall keep accurate cost records on the form and in the methoa C4-4 (2) suggested by the Owrier and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra fork. No "Change Order" shall become effective until it has beers ,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. Its case any orders or instrt otiona, either oral or written, appear to the Contractor to involve Extra Work for Which he should receive campeasation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. should .a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under- method ( Item O) . Claims for extra work will not he paid unless the Contractor shall file his claim with - tine Owner within five (3) days befnre the time for making the first estimate after such work is cone And unless the claim is supported by satisfactory vaxichers and certified payrolls covering all lamer and materials expended upon the said Extra Work. The Contr'actor shah, furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the owner.to prepare for pernanent record a corrected set of puns showing the actual installation. The compensation agreed upon for 'extra work' whether or not iniitiateal by a 'charge order' shall be a full, complete and final -payment for all costs Contractor incurs as a- resalt• oar relating to the change or extra work, whether said casts are known, unknown, foreseen or unforeseen at -that time, including without limitation, any. casts for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 WHEOULE OF OPERATIONS: Before commencing. any work lander tt 6 contract, the Contractor shall nubmit 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 estilBated montbl Ic.ost of work for which estimates are to be expected. There r C4-4 (3) shall be presented, alSO a composite graph showing the anticipated progress of construction with the time being plotted horizont8lly and the percentage of Completion plotted vertically. The progress charts ahall be prepared on 8=12" x 11" sheets and at least 1<iv� black or blue line prints skull be furnished to the owner. C4-4. 7 PROGRESS SCHEDULES FOR WATER .AND_ SEVER PLANT FACILITIES: Within- ten (10.), days —prior to -submission of first manthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the. work, the. date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical ,Path Method JCM 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.Engdneer.. Three copies of the updated schedule shall be delivered at such intervals as airacted by the Owner. - As a minimum, the construction schedule shall incorporate all work elements and activities indicated iri the proposal and -in the tecbnicai specifications. Prior to the final drafting of the detailed construction schedule, Lhe Contractor shall review the draft scheauie with the Engineer to ensure the Contractor Is. understanding of the contra t regtairements. The following guidelines shall, be adhered to in preparing the constriction schedule: a. Mflestane dates and final Project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time, b. The construction process shall be divided into activities with time durations of; approximately fourteen (14) days and construction values not to .exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 14) d 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 skull be shown on the construction schedule. e. Float time is defined as the. amount of time -between the earliest start data and the latest start date of a chain of activities of the CPM construction schedule. Float time is not . for the exclusive use or benefit of either the CantracLor., or the Owner. f . Thirty' days shall be tined . for submittal review unless oth8rwiae specified. The construction schel�31e shall as a minimum -be divided' into general categories as indicated, in the Proposal and Technical Specifications and each general category shall he broken down into acti itles in enough detail .to 'achieve activities of approximaLel fourteen (14) days duration. For each general category, the cogstruction schedule shall identify all trades or subcontracts whose work is represented by activities that fallow the guidelines of this Section, For each of the trades or subcontracts, the construction schedule $hall indicate the fallowing procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transinittal of submittals. 2- Submittal review periods. 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer`s operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. C4-4 (5) 9. Operational te$tirxg. 10. Final inspection, If, ire the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shal]_ take such action as necessary to improve his grcgress. In addition, the Owner- may require the Contractor to- submit. a rsvised schedule dGEmonstrsting- hL9 progra-m and proposed plan to make up 149' in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the ContraQtcr to increase the work force, the construction plant and equipment, the number of work shifts or the overti,tne operations without additional cost to the Owner. Failure of the Contractor to comply with these reguirementa shall be con5idi�red grounds for determination by the Owner that the Contractor i.s f3iling to prosecute the. work with suoh diligence as will insure its Completion within the time specified. C4-4 (6) PART C -- GENERAL CONDITION C5-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS 5-5.1 AUTUCRITY .OF ENGINEER: The work shall be performed to the satisfaction 6-f the Ng r�aex and in strict compliance with khe Contract Documents. He shall decide all questions which arise as to the quality and aoceptabiliiy of materiais 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 he' tween Contractor and Owner .urger these Contract, Documents, supervision of the work, xesumption of operations, and all other gue8tion5 or disputes which may arise. -Engineer will not be re$ponsible for ContractorMs means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, ana he will not be responsible for Contractor's failure to perform the work ir) accordance with 'the contract documents_ He shakll determine the amount and gQality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract, The Owner shall have executive authority to enforce and make effective such necessary decisions and orders ns the Contractor fails to carry out promptly. In the evert of any dispute bet.ween.the Engineer and Contractor over the decision of the Engi.neer on any such mat•te'rs, the Engineez must, within a reasonable time, upon, written rsguest of the'Contractor, render and deliver to bath the Owner and Contractor, a written decision on the matter in controversy. CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shah conform with lines, grades, cross -sections, finish, and dissensions shown on the plans or any other_ xegiArentents otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the engineer during construction will in all eases be determined by the Cngineer and authorized by the Owner by Change Order. C5--5 (i. ) C5--5. 3 COORDINATION OF CONTRACT DOCUMENTS- The Contract Documents are made up of several sections, which, taken together# are intended to describe and provide for a complete and useful project, and an-y requirements appearing in one of the sections is as binding as thot;gh it occurred ire all sections. irn case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard spe.cifi,ca-ti.ons, and quantities shown on the plans shall govern over those shown in the prop6sal* The Cantkact or shall 'trot take advantage of any apparent. error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the f ulfijjment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, h� shall immediately call this condition to the attention of the Engineer. in the event of a conflict in the drawings, speCifirations, of other portions of the Contract Documents whir-h were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expi rnsive resol.uition of the conflict. C5-5.4 COOPERATI-ON OF COtxTRACTORt. The Contractor will be furnished wit three sets of the Contract Documents and shall have available on the site of the project at all tines one set of 5uch Contract Documents. The Contract shall, give to the Work the constant attention necessary to facilitate the progress thereof and. sha3.l Cooperate with the engineer, his .inspector, and other Contr€utors in every possible way. The Contractor 511c111 at all times have competent personnel available to the project site for proper performance of the work. The Contractor shah Provide and maintain at all tunes at the site of the project a competente Englinh-speaking superintendent and an assistant who are f ally. authorized to act as the Contractor's agent on the work. Such superintendent and his'assistant shall be capable Qf reading and understanding the contracts Documents and shall receive and lulfill instructions frDrn 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 anal shall be subject to call, as is the project Superintendent, at any time of the days or night on any day of the week on which the Enq.ineer determines that circumstances raquire tha presence on the project site of. a repz�-es�!ntative of the Contractor to C5-5 (2) adequately provide for the safety or convenience of the traveling public ox the owners of property across which the project extends or the safety of property contLgucus to the project routinc). 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 E ERGEN Y ANDAD'R RECTIFICATION WGRK: When, in the opinzon 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 oz Engineer to alleviate the emargency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar -day or on a working --day basis, Should the Contractor fail to respond to a request from the Engineer to rectify any discrepavciea, o issiona, or corrections necessary to conform frith the requirements of the projer,t specifications or plans, the Engineer shall' give the Contractor- written notice that such work or chances are to he performed.. The -written notice shall direct attention to the dfacrepantr condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hcurs, the City may-take'such ramedial action with City forces or by contract, The City shall th-en deduct an amount equal to the entire costa for such remedial action, plus 5%, from any funds clue the Contract*r on the project. C5-5.6 FIJMD OFFICE-. The Contractor shall provide, at no extra compensation, an adequate field office for use of the Ehgin6ier, i.f specifically called for. The fief office shall be not less than 10 by 14 feet in €lour area, substantially constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES.- The City, thorough its Engineer, will rr l5h . the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, tnd lines, gr-ados and measurements will be established by means of stakeg or other customary method of marking as may be found consistent with good practice. C5_5 (3) These stakes or markings shall be set sufficiently in advance GE construction operations to avoid dnlay. Such stakes or markings as may he establisher) for the Contractor's use or guidance shall be Preserved by the Contractor until he is authorized by the Engineer to remove them. WheneveT7, in the opinian of the Engineer, any stake-s 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 stak25 or rnark-�; plus 2-ti% will, be charged agaInst-the-,Contractor; art'4—the. full atuount wilL be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be —authorized to lns,pect all work done and to be .done and al.l 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 re.Por't to the Engineer as to the progress of the work and the mariner in whichit 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 I)o.cumer:ts, and tO call the attention of the Contractor to any such failure or other infringements. Such iTispection or lack of inspection will not relieve the � Contractor from, any ob-ligation to per-torm -tire work In accordance witis the reguirelnents of the Contract Documents, Ili Case of any dispate 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, hav8 authority to reiect materials or equipment to suspend work until the gu estiOD at issue can he referred to and be decided by the Engineer. The City inspector will not, however, be authGrized to revoke, a3-ter, enlarge, or .release and rag airement of these Contraot Documents, nor to approve or accept an+Y portion or section of the work, nor to issue any instructioas contrary to the requirements of the Contract Documents. He will, in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He wilk rat Mccept from the Contractor any compensation in any form for perlo. nminq any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations Of the Contract Documents, provided, however, should the Cotrtractor abject to any orders or instructions of the City Inspector_, the Contractor may withinappeal sic days make written controversy- t the Engineer for his decision on the matter in car�try C5--5 (4 ) C5-5.9 INSPECTZONr The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as. perfoxmed is in. accurdan,oL-_ 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 suer 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. Shouid the work exposed or examined prove 'acceptable, the lxncoverittg or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be words so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective, or damaged parts shall - be at the Contractor's expense. Ho work small be dome or materials used without suitable supervision or inspection. O5 —5 . 10 REMOVAL OF DEFECTIVE 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 his awn expense., Work done beyond the lines and garages given or as shown on the plans, except as herein specifically provided, or any Extra Work done without writtan 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 Wigineer 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, ana the cost thereof may be deducted from -any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. O5-5 . 11 SUBSTITUTE MATE IAIZS DR EQUIPMENT! If the Spec ficat ons, law, ordinance, codes' or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specifiea, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the pareconstruction conference, mare written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the flinctions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that specified; and identifying all variations of the proposed C5_5 (5) substitute from that specified azid indicating available maintenance ,service, No substitute shall be order.ecj or installed without the written approval of Engineer who will be the judge of the equality ,arid 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 tray require which shall be furnished at Contract.orts expense. Cont,rackor- sha11 1ndemaify and- hold harmless owner and Engineer and anyone directly or indirectly employed tr,y either of them from and against the claims, damages, lasses and expenses (including attorneys Fees) arising out of the use of substituted materials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERIALS; Where, in the opinion of the Engineer, or as calked Yor 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 oth8rwise specifically provided. The failure of the Owner to make any tests of materials shall be in Flo war 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 specifiers, 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 r withoat specific written permlssion of the Engineer, use the materials r6presented by the samples until tests have been made and the material5 approved for use. The Contractor will fivVnLsh adequate samples without charge to the Owner. In case of concrete, the aggregates, design ininimum, and the mixing and transporting equipment shall be approved by the Engineer before anY concrete is placed, and the Contactor ;Shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 daYs prio>* to the placing of concrete, using samples from the same aggregate, Qernent, and mortar which are to be used later in the concrete. Should the soiarc a Of suFPIY change, new tests, shah be made prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be �sed in the construction operation shah, be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the C5--5 (6 ) grotind, and small be placed under cover when direeted. stored materials shall be placed and located sa as to iacf hate prompt inspection. C5-5.14 EXISTING STRUCTURES- AND UTILITIES: The location and dimensions shown on Me- Plans relative to. existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the PlaDs is not to be con aid erd as. the nonexistence of, or a definite location of, existing .underground utilities. The location of many gas maims, water mains, conduits, sewer line$ and service lines for all utilities, etc., is unknown to the Owner, and the owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in Lhiair 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 reguires the buildixig of special works, grovisian for which is not made in the Contract in which case the. provision in theseContract Documents for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all, existing utilitles, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at leash forty eight (98.) hours iri advance of construction including exploratory excavation if necessary. All verif!idation of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OE S$ VICE: a. Normal Prosecution: In the normal prosectuion.of work where the nterrupti.on 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, acid schedule of service interruption. C5--5 (7 ) . Not i.fy each customer personally through xespon5i.ble personnel as to time and schedule of the interruption of Their service, or . In the event that personal notification of a customer cannot be made, 'a prepared, tag € cr'm shall be attached to the custamer's entrance door )cnob. The tag shall be durable in comgosiltiori,. and in large bold. type. shall say : TMN4TI08n Due to Utility Improvement in Your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours o � and This inconvenience will be as short as possible. Thank you, Contractor id less Pho to b. Emdr enc : In the evert that an unforeseen service nterruption OGCUrSr notice sha31 be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY Or CONTRACTORS: If, through acts or neglect on the part of the Contractor, any ogler Contractor or any sub -contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or' sub -contractor by a9teement or arbitration. if such other Contractor or sub -contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will nottfY the Contractor, who shall i nd8mnify and save harmless the Dwner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste Materials accumulate nn the job site d1jra ng the prosecution of the work under these ontr-act Documents shall be accomplished in. keeping with a daily routine established to the the satisfac-tion of the Engineer. Twenty -fours fours after written notice is given to the Contractor that the clean-up on the job sate is proceeding an a r5anner unsatisfactory to the Engineer, if the Contractor fails to correct the CS-5 ( 8 ) unsatisfactory procedure, the city may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited.to the contractor its the written notice, and the costs of such direct action, plus 5% of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Cdntract Documents, and before final acceptance and final payment will be mace, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, te6poraxy structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver peter such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will he made to the Contractor for any clean-up required on the project. C5-5.1 B FINAL IUSPEC`i'IO : Whenever the work provided for in and contemplated un er the Contract Documents Mts been satisfactorily completed and final cleanup parformed, the Engineer will notify,. -the groper officials ok the Owner and regnest that the Final inspection be made. Such inspection will be made within 1D days after such, notification. After such final inspection, if the work and materials and equipment are found satistactoary, the Contractor will be notified in writing of the acceptance of the same aftez 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. CS-5 ( 9 ) PART O - GENBRAL 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 are comply with all. F.d.ral Aftd State Laws arA city ordinances and regulations whi.cb in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, lags, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will he considered. , The Contractor aFid his Sureties shall indemnify and save harmless the City and all of its officers, agent's, and employee against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it'he by himself or his employees. C6-6.2'PERMITS AND LICEIJSES. 'the Contractor shall procure all perm is 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 PATENT-RD DEVICESr 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 prov ide €or such use by stiitable legal agreamant with the patentee or owner of such patent, letter, or copyrighted design. It in :mutually agreed and understood that without exception the conEract prices shall inclade all royalties or cost arising from Patents, trade -marks, and copy rights in any way in-volved in the work. The Contractor and hie sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any -such patenfied design, device, material or process, or any trade -marls 6ir copy right in connection with the work agreed to bo peri;ormetd undo r these Contract Documents, and shall in deinnify the Owner for any cost, expense, or damage which it may be obliged to pay by rea'sbn of such infringement at any time dtaring 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 snits brought -four "the infringement of any patent claimed to be infringed upon by the d8sign, tY pe of construction or material or equipment specified 4n. the Contract Documents furnished the Contractor by the Owner, and to Mold the Contractor harmless on account of such suits. C6_6 (1) CG-6.4 SANITARY PROVISIONS; The Contractor shall establ-ish and enforce among his eanploye6s such regulations in regard to cleanliness and disposal Of garbage and waste as wi11 tend to Prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisanc6 about the nark on any property either public or private, and such regulations as are required by Lawn shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use Of laborers an the work, properly seol.uded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary gondition, ree from objectionable odors 50 as riot, to cause a nuisance. All sanitary ,laws and regulations of the Stata of Texas and tine City shall be strictly cOmPli.ed with. 6-6. PUBLIC SAFETY AND CONIVENIVNCE; Materials or equipment stored about, tk work hall bn sq place$ and used, and the work shall at all tinker 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 pluses of hfs work in such a manner a, not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to pz:operty contiqu- cus to the work area. The Contractor shall make adequate provisions to gender reasonable ingress arxd egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at al.l driveway crossings_ Such provisions may include bridging, placement of crushed stake or gravel or such other means of providing gaper 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 diver.sl-on of traffic is approved by the Engineer at arty location, the Contractor shall make arrangp-ments satisfactory to the 8rngineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversions of traffic, and shall, at his owes 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 the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call, boxes, water valves, C6-6 (2) gas valves, or manholes in the vicinity. The Owner reserves the right to remsdy 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 botice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due oar to become due to the Contractor. The Contrac.tar; after approval of -the Engineer, shalrl notify the Fire D8partment Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed ar any fire hydrant is to be mane inaccessible, and, when so directed by the Engineer, shall keep any street, street$, or highways its condition for. unobstructed use by f, re apparatus. The Contractor shall promptly notify than Fire Department Headquarters when all such obstructed _sttf`ets, alleys, or hydrants are again placed ?pack in service. Where th,e Contractor is required to construct temporary bridges or make other arrangements for crossing over ditc3ies or streams, his responsibility for aQcicjent8 in connection with such crossings shall include the roadway approaches as; well as the structures of such crossings. The Contractor shall at ail times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in claw proximity to Qr on the site of the work, Wherever any sock damage may be clone, the .Contractor shall immediately satisfy all claims of property owners, and no payment will ba made by the owner in settlement of 'such claims. The Contractor. shall file with t'he Engineer a.written stat.emen't showing all such claims adjusted. C 6 - G . 6 PRIVILEGES OF CONTRACTOR IN STREETSALLEYS, AND RIGHT. -OF -WAY: For the per or:mance of the contract, the Contractor will be permitted - to use ar;d occupy such poxtions 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 fez - construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces t�at may be designated to be left free and unobstarixcted and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall he carried on in such manner as not to interfere with the uperation of trains, Yaading 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 aesistance.foar the completion of adjoining work. Ann additional grounds desired by the Contractor foz his use shall be provided by him at his own cost and expense. 6-6.7 RAILWAY -CROSSINGS: When the work encroahes upon any iigF -of-wa of an ailwa Y ]' ry, the pity will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for perm lt�x- steall 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 paroject which is related to the railway properties. The contractor will not be given extra or additional compensation for such railway crossings unless sgacif icall set fee; th in the Contract Documents. C6--6_8 BARRICADES WAFNINGS AND WATCHMEN: When the work is carrie ors n or adj6c8rit to any s reete alley, or public place,., the Contractor shall at his own expense furnish, erect, and maintaiin such barricades, Fences', lights and danger signals, shall provide such.watchmen, and shall take all such other precautionary measures For the protection of persons o proper4y and of the work as are necessary. Barricades and fencos shall be painted in a color that will be visible at right. 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 Lo keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. Vie Contractor skull furnish watchmen and keep them at their respective assignments in sufficient nambq�rs to protect the work and prevent accident Qr damage. All ;installations and procedures shah be consistent with the Provisions set forth_ in the "19BO 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 eron' s Civil Statutes, pertinent sections being Section Nos, 27e 29, 30 and 31. C6-6 (4) The Contractor will not remove any regulatory sign, instrur-tional 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 shah] contact the Transportation and Public ,Works department, Signs and Markings DiVieion. (phone number 078 0-9475) , to remove the sign. in the case of regulatory signs, the Contractor must replace the permanent sign with a temporaiy sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent- sign. if the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re -installed, the Contractor shall again contact the Signs and Markings Division to reinstall th-e permanent sign and ahali leave his temporary sign in place until such re -installation is cornpldted. The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Ragineex 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 watubman shall not cease until the proja,--t shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract 6ocuments, will be paid to the Contractor for the work and materials involved its the constructing w providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchman, 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 ZXPLOSIVE 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 properly. The Contractor shall notify the proper representative of any public seKvice corporation, aria company, individual, or utility, and the owner, not less than twenty-four hours in C6-6 (5) advance endanger of the their or use his of any activity which might damage at property along or adjacent.to the work, Where the use of explosives is to be peTmitted on the project, as specified in the Special Contract Documents, or the use of exploeives-is requested, the Contractor shad submit notice tp the Engineer in writing twenty-four hours prior to Commencing and shall furnish evidence that he has insurance coverage to pr'Ctect against any damages and/or injuries arising out of such use ',of- explosives. All clairas arising cut of the use of a plasives shall be investigated and 'a written report grade by the contractor's insurers to the Engineer vithi.n- ten (10) days after receipt cf written notice of the claim to .the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall, flint he resumed until the cause of the complaint has been addressed. whenever exPlasives are stored ar kept, they shall be stored in a safe and sectAre manner and all storage places shall be Plainly marked *"DANGEROUS. EXPLO IVES" and shall ba under the - care of a competent r tehman at all times.All vehicles irr which explosives are being trar8ported'shall be plainly marked, as mentioned above and shall, insofar as possible, not use heaver traffic routes Cfi-6.1.0 WORK WITHIN EASEMENTS? Where the work passes over, through, or into private property, the owner will provide such right-of-way or easemp_nt privileges as the City maydeem necessary for the Prosecratioo of the work. Any additional rights -of -way or work area considered necessary by the Contractor shall he Provided by hire at his own expense. . Such additional ri.ghts-of-way or work area shall be aaguired for the benefit of the City. The City shall be notified in writing as to the rights so acguired before work begins in the affected area. Tha Contractor shall not eater upon private rOperty for any Purpose without having previously obtained Permissions from the owner of such property. The contractor will not be allowed to store equipment or material on private propertY unless and until the spacifled '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 obstaructiorts which must b reioved to make possible proper prosecution of the work as a part of the protect construction apes:ations. The Contractor stall he responsible for the preservation of and shall use C6-F, (6) every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts,. curbing, and all other types o� structures or improvements, to all water, sewaT, ana gas lines, to all conduits, overheads pole lines, or appurtenances thereof, including the construction of temporary fences, ana to all other public or prIvate property along adjacent to the work. The Contractor shall notify the proper representatives of owners or, orrcupants of public. or private lands or interest' in lards' which might-Ibe 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 lana might affected by the work- The Contractor shall be responsible for all damage or ,injury to pr6perty of any character resuitiug from any act, ormission, rFegieaf, or misconduct in the manner or method or execution of the work, or at any time due tv defective work, material., or equipment. When ana where any direct ox indixec't or injury is donEt. to public or private property on account of any act, omission, neglect, or misconduct. in the execi�tion .of the work, or in consequence of the, non -execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least egtual to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replar:ing and restoring as may he 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 Esigineer- All fences encountered and removed. during construction c,k this project shall be restored to the original or a better than original conditicn upon compi'etion of this project, When wire fencing, either ;mare mesh or barbed wire is to be crossed, the Contractor small set crass braced posts on either side of Permanent easement before the fence is cut. h 0 U 1 a add it ion aI fence cu ts- be necessary, the Contractor shall provide cross braced posts at point of the proposed coat in -addition. to Lhe cross braced posts paeovided at' the permanent casements limits, before the fence is cut - Temporary fencing shall be erected in place of the fencing removed when&ver the work is not in progress ana when the site is- vacated overaig ht , and/or at aU times to prevent livestock from entering the con$truction area- The cost for fenca removal, temporary closures and replacement shall be subsidiary to the va-�:xous items bid in the Project proposal_ Therefoxe. no separate pa_yment- sha-11 be allourad for any setvice associated with this work. In ease Of failure on the part of BtheContractorO restore elch propert y to make good such damage o; injury, tide -Owl er ma.Yr upon 48 hour written notice under ordinary .circumstarnces, and wit:hovt notice when aii"isance or hazardous condition results, ,proceed to repair, rebuild, Or otherwise restore such propexty'a;s may he' determined by the Owner t9 be necessar]�, and the cost t hereby will be dedaucted from and monies -due or to become due to the Contractor under this Contract:_ CG--6_11 y Che pINDEPENDEN ` COt�TRAC�°07�= It is�tnc3erstaod and agreed arties hereto that t~onEractor shall perform all work and services hereunder as an independent contractor, and net as an officer, agent, servant or employee of the Owner. Contractor shall have exclusfve se coratro] Of. and the exclusive right to control the dctaiZs� og �1� the work and rvices performed heareun3ex, and all persons pez-forming same, and shall be solely responsible for the acts and omissions of its officer's, aggnts, servants-, employees, contractors, subcontractors, licensees and invitees. The d contractors, ine of > espondeat superior shall not aPP1y as between Owner anal Contractor, its Officers, agents, employees, contractors and suhcentara<ctors, and nothing herein shall be construed as creating a partnership or joint ent� Contractor- >rprise between Owner end &:& 12 C I�1T1t OR' 1 PONSIBI 7`YF ] QA AGE CLAIMS- Conumrtor covenants and agars to and does herrby indcrrmify, hold harmless and defend. at its c)vm expense. Owner. its olrccrs, acrcrlt5, servants and tMODycrs. from and against art}' and aII tla'rns ur suits for proptrty loss or damage, and/or personal injury, iy ncluding death, to an and all persons. o� x�xhatsocver kind or chamr-ter. Whether real or asserted, arising out of or in Corlaccllan w-1th, directly, or irldiMedy, the work and services iv be performtd hj�7rcunder by Contractor, ils Qfrpcers, agents, ernployce . subcontractors. liccnstes nr invileCS, ,nether or not caused an Whole or in art the alte eta ne Ii e�lce o tlde of r crs r ,its serva Rts e_MP103Te Cantr Ctors subContr2ctors licensees and invitees of the- i and said Contract6r does hereby covenant and agree to assurne all liability and responsibility oi'CUy, its of A:Crs, agents, servants anti ernployets far any and ail claims or skits For Prolcrty loss or damage amdlor personal injury, irtcludirtg death; to any and all persons, of whatsoever kind or characEer, whelber real or asserted; arising out of or era corunccIion with, cfirecIly or iindirectl,y, the work and services to be perrorrned bnreunder by Contractor, its aflseers, agen". tmplo ces, subcomractors, Jicensets or inviiets. whether ar not caused in whole in ax-t by the all ed tle l ll U Alt? E}f CeM -Avi-nte -- C6-5 fa) contractors, subcontractors, fie nee and invites of the __ it _ Contractor likf-wisc covenants and -agrees To, and does hereby, indemnify and hold harmless City from and against any and all injuries, damage, loss or destruction to pTaperty c>f . City dung tht perferrnance of any of the terms and conditions of this Contract, whether arising out of or in connec-,tion with or resulting from in whole or are jLart, any and all alle ed acts or Omissions officers 2cnts servants employees, contractor ,subcontractors,Hcense invite rier. In the evert a written claim for damages against thr~ contractor or its subconlractors remains unsettled at the time ail work on tlic project h;3s been corn pleted to the satisfaction Of the director OF the Iatcr DepartrncT t, as evidenced by a first inspection, final payment to the Contractor shall riot be recorrmmend ed to the Director of the Watcr Department for a pr-dod of30 days .after the date of such finaI inspectfon, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has beers settled and a. release - has been ebtained from tht clairnant involved. if the claims conrcrnr-d remains unsettled as of flie expiration of the -Abosre 30-day period, the Contractor rnsy be deemrd to be entitled to a semi-rinaI payment for work completed, such serni-final payment I be i ti cht amount equal to the total dollar amount glen due less tho dollar value of any written claims pending against the Contractor arising out of ped#`ormancc of such work, and such Semi-finaI payment mad+ Ihcn be recommended by the Ili reckt�r. The Director shall not rtcommend final pzLyment to a Contractor against whom such a claim for dam cs is outmanding for a period of sit moath s following the date of the acccptancc of the work ptr'forncd unless die Contractor submits evidence in writing satisfactory tot he Director chat: 1_ -The claim has been settled and a release has been obtained from tltic claimant involved, or 2_ Good Nib efforts have beer; made to scale such, outstanding claims, and such good faith r-fforts have failed. If condition (l ) above is met at arty time. within The sit month period, the Director small rccornmend that the final payment to the Contractor be made_ IFenridition (2) abovo is met a any time within the six month period, the Director may recornrncnd that F naI payrnent to the Contractor be made. At. the cxpiratiun of the sic month period, the Director may C.GR6 (9) reiDommend that final paytnr-nt be Evade -if aH other work h2s been perfnrmrd and all o[hr-r obligations of the Gmtraclor have been mrt to the s4fMfaction of the Nrccwn Tho Director may. if lic d rns it approptiat , roc to accept bids on other Watcr D parttntnt Contract work fxi F?m a Contmc#or against whon-t a claim for damages is ontSt; ndin9 as .a Fc50 11 of work perdouned under a City Con"c(. (Revision Date: April IS, 199 ) C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGtS: shoula the Contractor claim comPensation fo�c and a� leged datnagc by reason of the acts Or omissions of the Owner, he small within three days after the actual sustaining of such alleged damage, mace �.ritten statement to the Engina natureeer, setting Out a detail Lite nature of the alleged damage, and on or before the 25th day of the month succeeding that in which -any such damage is Claimed to have been sustaine(l, the Contractor shall file with the Engineer an itemized. statement of the details and amount of sQch alleged damage ana, uparx xecjuest, shall give th - �szga.near o access tall books of account,s, receiptvoucher lading, and Other books or papers s, bills nt containing any evidence as to the amoun-t of such, a-Ileged damage. Unless such statements shall be filed as hereinabove required, the Contractor's clairm for compensatior} shall be waived, et, artd'he sisal not be entitled to paymnon account of stitch damages_ C6-6_14 ]�1D7i T EI T OR pELGCATION OF PUBLIC UTILITIES, ETC_m XL" case zt is nacessa.ry to cnarsge, ,move, or alter in any manner the P�eOperty of a pxablxr~ e�ti� sty nr others, the said propertyshall not be moved orinterfered with until Orders thereupon have been issued by the Engineer_ The right is .reserved to the owners o,t public ut:ilktaris to enter the such changes geographical limits of the Contract for the purpose of making or repairs to their property that may be necessary by the Performance of this contract_ 6- 6 . 15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When a ist:ing sewer lines have co a taken zip Or removed, the Cantr.actvr shall, at his awn expense and cast, provide ana maintain ten;porarY Out lets and connections oar all private opublic drains and sewers. Thee COntr-actor shall also tale care of all sewage and drainage which will be received from these drainsn sewers. aric3 for this Purpose he sh&1 . provide and maintain, at his own cast and expense, ad,,,ate pumping facilities and temporary outlets or diversions_ The CanLractoz, at his own cost such troughs, xepare6ana expense, shall corsst�euct apipes, oz other structures Deeessaary, and he att all times to dzspose of drainage ana sewage CG-6 ()-D) recTeived tram these temporary connectians until such times as the permanent connections are built and are in service. The existing sewers and ccnoections shall be kept in sexvice and maintained under the Cantraot, except when specified' or ordered to be abandoned by the Cngineer. All water, sewage, and other waste shall he disposed of in. a satisfactcry manner so that no nuisance is created and so that the work under construction will b6 adequately protected. CG-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 sitar Snake cornpletl� 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 owns expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section F,7-l.2 USE OF FIRE HYDRANTS AND VALVES in these General. Contract Documents. When meters are used to measure the water, the Qhar'ges, if any, for water will, be at the regular eshablished rates. When meter-s are not used, the charges, if any, will be as prescribed by the City Ordinance, or when no .ordinance applies, payment small be made on estimates and rags established by the Direr -tar of 'the Fort Worth Water Department. CG-G .17 USE OF A SECTION OR PORTION 'Or THE WORK Whenever, in the opinion, of the Enlneex, .ally sections or portion of the work or any structure is in suitable condition, it may be pit into .use upon the written order of the Engineer, and such u,sagi�E: shall not he held to be in any way an acceptance of said work oz 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 used due to defective m2aterials or workmanship, equipment, or to dt�ficienL operations on the part of the Contractor, shall be performed by the Contractor at his own expense. CG -6 .18 CONTRACTOR'S RESPD SZHILITY FOR THE WORK: Until written acccpiana by the Owner as provided for in these Contract'Dacuments, the work shall be under the charge and care of the Contractor, and he shall tape every nec'essary precaution to previant injury or damage to the worse or any part C6_6 f 11) thereof by action of the elements or from any cause whatsoever, whether arising from the eXecution or nanexecution of the work. The Contractor shall rebuild', repair, restage, and make good at his own exPerxse all injuries or damage to any portion of the wore occasioned by any of the herei,nabove causes. C6-6.19 NO WAIVER OF LX AL RIGHT'S: inspection by the Engineer Or any order by. the Owner by payment of money or aDy payment for or acceptance of any work, or any 'extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. MY waiver of any breach or Contract shall not be held to be a waiver of any other ar subsequent bareacb. 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 s-ami2! to meet the requirements of the Contract Documents. C6-6. 0 PERSONAL LIADILITY or PUBLIC OPrICIALS: In carrying out the provisions of these Contract Documents or in exorcising any power of authority granted thezeunder, there shell he no liability upon the authorized representatives of the Owner, either person,111y or athBlrwfse as they are agents � and representative$ of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the city of Fort Worth, an- organ f zattion w}lich qualifies for exemption pursuar't the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax et, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in Lhe performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exe-mption certificate to comply with State omptroller's Ruling .007. Any such. exemption certificate issued by the Contractor in. lien of the tax shall be subject to end skull comply with the prcvif�ions -of State Comptroller's Ruling .011, and any other npplirrabie State Comptroller rulings pertaining' to the Texan Limited Sales, Excise, and Use Tax Act. On a. contract awarded by a developer' for the construction of a Publicly -owned improvement in a street aright -of -way or other easement which has been. dedicated to tha public and the City of Fart Worth, an crgani2ation which qualifies for exemption Pursuant -to the provisions of Article 20.04 (H) cf the Texas limited Safes, Exdiset and Use Tax Act, the Contractor care probably be exempted in the same manner stated above. C6--6 (12 ) Limited Sale, Excise and Use Tax permits and inEormaL-ion can be Obtainem from: Covtroller of Public Accounts Sale Tax Division Capitol Station Austin, TX CG—G f13) PART C - GENER&L CONDITIONS ,. C7-7 PROSECUTION AND PROGRESS SECTION 7-7 PROSECUTION AND PROGRESS t C7- 7.1 SURLETTIN : The ContractoK shall perform with his own organization, anW with the assistance of workman under his immediate superintendance, work of a value of not less than fifty {5O%) percent of the value embraced in the contract. 1E the Contractor sublets any part of the work to be dome under these Contract Documents, he will not under any circumstances be relieved .of the rasponsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen, of the Contractor and shall be subject to the same requirements as to character and competency. The Oirner will not recognize any subcontractor on the work. The Contractor shall at all timeai when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7. -ASSIGNMENT OF 'CONTRACT'. The Contractor shall not assign, trans er, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or anY pat:t thereof vithout the previous consent' of the owner expressed by revocation of tha City Council and aoncurred in by the. Sureties. If the Contractor does,- without such previous consent, assign, transfer, sublet, convey, er otherwise dispose of the contract or his right, title, or interest therein or any pant thereof, to any person or persons, -partnership, company, firm, or - corporation, or does by bankruptcy, voluntary or involuntary, or. by a'ssignment undsr the insolvency laws of any state, attem t to dispose of tine contract may, at the option of the owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and its 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 gvr the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PRD EZUTION OF THE WORK: Prior to beginning any ccr}struction operat on, the Contractor shall submit to the Engineer in fire or rnore copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a hrief outlining in detail and step by step the manner of C7-7 (i) prosecuting the work and ordering materials and equipment which he,expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the. time limit stated in these Contract. Dacuments and shall conduct the work in a continuous madder and with sufficient equipmarit, materials, and labor 'as is necessary to insure its completion within the time limit. The sequence requested of all construction operations s'hall be at all times as specified in the Special Contract Docurdents. Any deviation from scup sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received Written approval lrorn the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from th-e full responsibility of the complete performance of the Ccntraot. The Contract time zany •be changecl only as set forth in Section C7-7. B "Extension of Time of Gvmpleti'ronll of -this Agreement, and a progress schedule shall not constitute a%change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall st all times be conducte4y by the Contractor so as to create a minimum amoant of inconvenience to the public. At any tirre 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 war greater than is necessary for the p;cper 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. CHARACTER OF WORky AND EQUIPMENTi Local labor shall beuused, by the Contractor is available. The Contractor may bring in from outside the City of Food Werth his key men and his superintendent. All other workman, - 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 dirties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shah, misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 ( ) otherwise objectionable or neglectful in the groper performance of his or their duties, or who neglects or refuses to comply with or carry out. the directions of the Owner, and such person or persons shalt riot 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 performange of the assigned duties. The Contractor shall furnish and maintain on the Mork all such equipment as is considered to be necessary far .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 skull be subject to the approval of the Engineer and stall be maintained in a satisfactory, safe and efficient working condition. Equipment on' any portion of the work shad L be such that no injurer to the work, workmen or adjacent property will result from its uGe. C7--7.5 WORK SCHEDULE: Elapsed working days shall he computed starting with the first day Qf work completed as defined in C1-1.23 "WORKING DAY" or the date stipulated in the '" DRX ORDER" for beginning work, whichever canes first, Nothing .in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal. Holidays, providing that the following requirements are met: a. A'" r equeat to work on a specific 5aturda:y, Sunday or Legal Holiday must be made to the Engineer no- later than the proceeding Thursday. b. .Any wart[ 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 an a specific Saturday, Sunday or Legal IJoliday, and no extra compensation shall be allowed to the Contractor for 'any work performed on such a specific Saturday, Sunday or Legal HoUday« Calendar 'Days shall be defined in C1--1, 24 and the Contractor may work as he so desires. C7--7 (3 ) C7--7.7 ',IMP, OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operatarons withJ-n the time specified in the Contract Documents € nd set forth in the Work Order. Failure to do so shall be conaiderb d 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 suds as'will insure= that the whole, world will be- performed and the pren, ises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be pruperly authorized by the Owner. C7-7.8 EXTENSION OF TIME CoMpLETIONI The contractor's request four an extension of time of cOmPletiorx shall be considered only when the request for sxach extension is submitted in writing to the Engineer within seven drays from and after the time alleged cause of delay shall have occurred_ Should an extension of the tape of completion be requested such request will he forwarded to the City Council for approval . In adju,5ting the contract time for completion o� work, conriideration will be given to unfvrseeable causes beyond tha control of and without thL- fault or negligence of the Contractor, includir cj bUt. limited to acts of the public enemy, acts of the owner, fire, flood, tornadoes, epidemics, quarantlrne restrictions, strikes, freight embargoes, or delays of silt -contractors due to such -causes_ When the date of comgletxon is based on a calendar day bid, a request for txtension of time because of inclament weather will net be considered. Aregaest for extension of time due to inabai l itY 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 indlcatns that the Contravtor has- made a borrafide 4ttempt to secure delivery an schedule. This shall include eEforts 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, thers the contract time may be increased by Chance Order. C7-7,9 DELAYS: The Contractor shall raceiva 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 f C7-7 (4) any, which is to be furnished by the City. When such extra. compensation is claimed a written statement thereof shall, be presented by them Contractor to. the Engineer and if by him found correct shall be approved and referred by hits to the Council for final approval or disapproval.; and the action thereon by the Council shall ba final and binding. 3f delay is cause by specific orders given by the Engineers to stop Mork, or by -the parformanue of extra work, or by the failure of the City to provide material or necessary instructions for carrying. on the work, than such delay will entitle the Contractor to any equivalent extension of time, his application for which shall, however, be smbae,-_t to the approval of the City Councils end 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 4F COMPLETION: The time of completion is are essential element of the contract. Each bidder shall Indicate is the appropriate place on the last page of the Proposal the number of working nays or calendar days that he will require to fully complete this contract or the time of completions will be specified by, the City in the Proposal section o� the contract documents. Th he number of days indicated stall be a realistic estimate of the time required to complete the war3c covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will became the time of completion specified irj the Contract Documents, For each calendar day that any work shall remain uncompleted after the Lima specified in the Contract Documents, or the increased time granted by the owner, or as automatically increased by additional -work or materials ordered after the contract is signed, the sum per flay given in the following schedule, ,unless otherwise specified -in' other parts of the Contract Documents, will -be deducted from monies doe the Contractor, not as a penalty, but as liquidated damages suffered by the owner. AMOUNT OF CONTRACT 1,ess than $ 5,000 inclusive $ 35.OD 5,001 to $ 15,O00 inclusive $ 45.00 15,001 to $ 25,O0Q inclusive $ 63.00 25,001 to $ 50,000 inclusive $ 105.00 to 1�00�,DDO inclusive � 1y5/4./00ry �+ /5��0,�0y�01 'e 10DI 0 to �+ a 500,O00 inclusive 210.00 C7"7 (55 ) 500,001 to $1,000,000 inclilaive 1,000,001 to .5,000,.000 inclusive � 315,00 , $2,400,0BI and over 4200 0.00 The parties .hereto understaLnd and agree that any harm to the Citg caused by the Contractor's delay► in completing the work hereunder ire the time sAelfied by the Contract Documents would be incapable or vexy difficult of accurate est,irnation, and that -the "Anotint Of Liquidated Damages Per Day"r as set out above, is a reasonable forecast of just compensatlon due the City for ] arm caused by and► delay. C7-7.11 SUSPENSION By' COURT ORDEPt The Contractor shall srspend operations on such Bart or parts of the work ordered 6y any court, and wi.lL not be entitled to 'additional compensatiGa by virtue of such court order. Neither will he he liable to the City in the event the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor bY virtue of any Court Order or action for which the Owner is e�et solely responsible. C7-7.12 TEMPORARY SO PENSZON. The Owner shall have the right to euspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather corldit.ions or any other unfavorable conditions which in the apinior) of the owner or Engineer cause further pzoseoution of the work to he unsatisfactory or detrimental to the. intereut of the project. During temporary suspension of wOrk covered by this contract, for any reason, the owner will makes nc extra Payment for stand-by time of construction equipment and/Or 00nstruction crews_ If it should become necessary to suspend Drk for an indefinite period, the CnrArsotor shall sure all materials in s4cburine s8ar r that 'they wild. net obstruct or impede the public :�nnecessari]�y nor become damaged in any way, andhe shall take every prcautian to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the 1�qork, and erect temporary structures when necessary. Should the COntraetnr not be able to complete a portion of the proiect due to causes beyond the control of and without the faUIt or nag iigence. of the Contractor as set £oath in Paragraph, C7-7.8 EXTENSIon OP THR TIME OF COMPLETION, and should it he determined by mutu.ai consent of the Contractor and the Engineer that a solution to allow construction to Proceed is not available within a teasonable period of time, then the Contractor may be reimbursed for the cost of 'moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7--7 (6 ) that construction may be resumed. such reimhursemi rnt shall he 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 small not suspend work withoat written notice tram 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 1rMR ENCY: Whenever, heoause of National Emergen-cy, so declared by the President of the United States or other lawful autbarity, it becvmen impossible for the Contractor to obtain all of the necesnaary labor, mater'iala, and equipment for the prosecution of the work with- reasonable continuity for a period of two months, the Contractor 'sbal I within seven days notify the City in writing, giving a detailed statement of the efforts which have been made arkd listing all necessary items of labor, materials, and equipment not obtainahl-e. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or- in part to the fault or neglect of the Contract, 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 may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a fi.rial settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with -the terms of the agreed settlement, wahivh shall include, but not -be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. 7-7.14 BUSPEV'SION OR ABABDONMENT UP. THE WORT{ AVD ANNULMENT OF CONTRACTt The wror operations on all oar any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause_ The following, by way of exmmple, biat not of limitation, may he.considered grounds for suspension or o�nc�llata.an: - a. Failure of the Contractor to commence 'mark operations within the time specified in the Work Order issued by the owner. C7-1 (7 ) b. Substantial evidence that Progress of the work operations by Contractor is insufficient to complete the work within the specified time, C. Failure of the Contractor to provide and maintain suffic#ent labor and eguipmant to properly execute the working operations. d. Substantial. evidance .that tha, Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the world satisfactorily, f. Failure on the gait of the Contractor to obnerva any requirements of the Contract nocu'ments. or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents, Failure of the Contractor promptly to make .good any defect in materials or workmansh.fp, or are 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 perpo-trating fraud, on the City in the construction of work under contract. f. 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 commehoes legal action against the Owner. A copy of the sospeasion order or action of the City Council shall be served on the Contractor's Sureties. When work i5 suspended for any cause or causes, or when the contract is cancelled,- the Contractor shall discontinue the work or such part theteof 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 sa-me or may, with the written � C7-7 (8) consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise theix 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 euthorizerl agents. The Sureties, in such event shall assume the Contractor's place ire- all respects, and shall be paid by the owner for all work performed by them in ancoydance with the terms of, the Contract Documents. All monies remaining due the Contractor at the time of this default shall th.areupon become due and payable to the Sureties as the, work. progresses, !ubjedt to all of the terms of the Cnntract.Documents. In case -t4 a Sureties do not, within the herei.nabove specified time, exercise their right and option to assume the contract re sponsibilitien, or that portion thereof which the owner has< ordered by the Contractor to discontinue, then the Owner shall have the power to completer by contract or otherwise, as it may determiner the work herein described or such part thereof as it -may deem necessary# and the Contractor hereto agrees that the 04n-er shall have the right to take possession of and use any material,5, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for thra 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 expeanse so charged shall be deducted by Lbe Owner €ram such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Coatract 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 Contractor, then the Contractor and his Sureties shall pay the amount of such excess' to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provi.sicn5 of this section, the Contractor shall continue the remainder of the work in conforinity with the terms of the Contra6t Documents and In sueh a manner as to not hinder or interfere with performance of the work by the Owner. C 7 -7 . 15 FULFILLMENT OF CONTRACT: The contract will be considered as having been fulf illed, save as provided in any bond or bonds or by law, -when all the work and all sections or parts of the project covered by the Contract Documents have C7-7 (9) B been finishedand completed, tale final inspection made by the Engineer, and the final acceptance- and final Payrtlent made by the Owner. C7=7. 6 TERMINATION FOR CONVENIENCE OF THt OWN) R: A. NOTICE OF TERMINATION: The perfornance of the work under, th s .con -tract may be terminated by the Owner in whole, Or frost time- tp time. In part, in accordance with this section, whenever the Owner shall deterrnkns that such termination is in tine best interest of the Owner. }any Such termination shall be effected by maillgg a notice of termination to the Contractor sgeCi Eying Lire 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 l.ette-r Is placed in the United States Mail by the owner. Further, it small be deemed conclusively presumed and established -that such termination is made with Just cauae as therein stated; stated; and no proof in any claims demand or suit shall be required of the Owner regarding such discretionary, action. CONTRACTOR ACT101q: After receipt cf a notice of termiriatiorl, and except as otherwise directed b the tEigineer, the Contractor shall: 1. Stop work under the contract on the date ana to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination., 4. transfer title tv the Owner and deliver in the manner, at' the times, and to the extent, if an , directed, by the Engineer: a. the fabricated or unfabricated part9, work in process, completed work, suppliesiand other material produced as a part of, or acquired in connection with -the performance cf, the work terminated by the notice of termination; and b, the completed, or partially completP-d plains, drawings, information and other property} which, if the contract had been completed, would have been required to be furnished to the owner. 5. complete performance of such part of the work 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 arad in which the Owner has or may acquire the rest. At a time not later -than 30 days after the terminatkon date specifi~ad -in the notice of termination, the Contractor may submit to the Engineer a list, certified as to gtanti.ty and guality, of ,any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has-been directed or authorized by the Engineer. Not later than 15 days thereafter, the owner shall accept title to such items providedx that the list submitted shall be subject to verification by the Enginee-r 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 mane prior to final settlement. C. TERMINATION CLAIM: Within 60 dogs after notice of term not on, t e Contractor shall submit his termination ciairn to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or wore extensions in writing are granted by the own.ar upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. C7-7 (11 ) D. AMOUNTS: Subject to the pzovisions of Item C7-7-16(c),. the-Cnntaractor and Owner may agree upon the whole or anY part of the amount or amounts to be paid to the Contractor by treason of the total or partial termination of work pursuant hereto; provided, that• such agreed amount or amounts stall never exceed the total, contract price as reduced by the amount of payments otherwise made and as further reduced by the. contract price of work not torminat,ed. The contract shall be 8mendeA accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or antic;:ipatea profits. Nothing in C7-7.16(E) hereafter, prescribing the aimount to be paid to the Contractor in the event Of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit , restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be Paid to the Contractor pursuant to this paragraph. FAILURE TO AGREE: In the event of th6 failure of the Contractor and the owner to agree as provided its C7-7.16 (D) Upon; the whole amount to be paid to � the Contractor by reason of the termination of work Pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, iti any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts deLer nined. No. amount shall, be due for 10et or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) 811 unliquidated advance or other payments on account theretofore made to the Cont,ractox, applicable to the terminated portion of this contract; (b) an} claim wbicl) the Quiver may have against the Contractor in connection with this contract; and (c) the agreed price for, ar the proceeds of sale of., any mat:eria1s, supplies or other things inept by the Contractor or sold,. Parsuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: 1E the termination her8under be part a1, przor to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12 ) I equitable adjustment of the price or prices specified, in the contract relating to the continued portion of the' contract (the portion not termxr)at.ed by the notice of tearminationir such equitable adjustment as may be agreed upors shall be maae in such price or pricesy nothing contained herein however, shall limit the aright of the - owner and the Contractor to agree upon the amount or amounts to be paid to the Cor}tractor for the completion of the continued portion of the contract when said contract does not contain an established conttact price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the owner may have for termination of this contract under 07-7.14 hereof entitled "Sijspension of Abandonment of the work and ALmandment ofContract" or any other right. which Owner may have for default or breach of contract by Contractor. C7-7 .1.7 SAFETY'METHODS AND PRACTICES: The contractor shall be responsjhle for initiating, maintaining, and eupervisi a>Gg all safety prec%mutlons and programs in connection with the work at all tunes and shall assume all responsibilities for their enforcement. The Contractor sksail comply with federal, state, laws, ordinances, and regulations so as to protect property from injury, including death, or damage in with the work. C7-7 (13 ) and local person and connection PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION CB-8 ASUREM NT AND PAYMENT C8-6.1 MEASUREMENT OF QUANTITIES: The determination of quant t es of war par€armed by the Contractor and aut-heri ed by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on rneasurementa made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the -materials and items installed. C8-9.2 UNIT PRICES: When in the Progosax a "Unit Price" is set forth, the sa "Unit Priaell 'shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenancies necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be doiie under Lhese Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bona, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries,. damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. CB-8.3 LUMP SUM: When in the Proposal'at "hump Sum' is set forth, ,the say "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all-subsidary work necessary for the construction. and completion of all the work tb provide a complete and functional item as detailed in the Spec.iail Contract Documents and of Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the cornpensM16ii 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 4ama a arising cut of the nature of the work or from the action of the elements, for any an€oreseen defects or obstructions. which may arise or be. encountered during the prosecution of the work at any time C8-8 (1) before its final acceptance by the Owner, (except as pruv,ided in paragraph C5--5.14) for all risks of whatever description connbcted with the prosecution of the wcrk, for all expense incurred by or in consequence cf suspension or discipntinuance Of such prosecution of the working operations as herein specified, or any and all Infringements of patents, trademarks, copyrights, or other legal res.ervation5, and for completeing the work in an acceptable manner according to the terms -of -the Contract Documents. The payment of any current Of partial estimate prior to fina'l acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the wont, materials, or equipment, nOr in any way prejudice or affect the obligations 6f the Con tractor to repair, correct, renew, 'or replace at his awn and profaer eKPense any defects Or iMper€ections in t-he 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, "Werfecticn, or damage shall have been discovexed on or. be.lore the f ina1. inspection and acceptance of work or during the one year quaTanty period after final acceptance. The fawner 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. C$--9.5 PARTIAL ESTIMATES AND RETAX-NAGS: Between the 1!st and 5th day of each' month the Gants<act_Or shall submit to the Engineer a. statement showing an estimate of the value of the work done during the prevaioue 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 round to. be acceptable and the value of work performed since the last partial payment ;eras mad8! a Qeeds one hundred dollars ($100.00) in alnonnt,..90% of such estimated stem will be paid to the Contractor if the total contract amount is Less than 400,000, or 95% of such estimated Burn will be paid to the Contractor if the total contract amount Zs $400,000 or greaLter within Lwent.y-five (25) daYs after the regular estimate period. The City will have the OPtiOQ of preparing estimates on forms furnished by the city. TNe Partial estimate 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 the time of the estimate have not been installed. (such PaYment will be allowed on a basis of 85W of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request ta aid CS-8 (Z) hiin as a 9"ide in the verification or the preparation of partial, estimates. -it is un+lerstood that the partial estimate from m6nth to month will be approximate only, and all partial rnenthly estimates axnd payment will be subject to correction in the estimate rendered fc1lowing the discovery of are error in any previous estimate,and such estimate shall not, in any respect, be takan' as an admission of the Owner of the amount of work dome or of its gaality of sufficiency, or its an acceptance of the work done or 'the release of the Contractor of any of hi-s responsibilities under the Contract Documents. The Cit „ reserves the rigbt to withhold the paymebt of any monthly est mate if the contractor fails to -perform the vrork strictly in accordance with the specifications or provisions of this contrast. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may Be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL A EPTANCE: Whenever the improvements provided for b the ContraQt 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 irL. whiting that the improvements are ready for the final inspection. The Engineer steall notify the appropriate officiatls of the owner, will within a reasonable time mare 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 'arid all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.B below. CS-8. B FINAL PAYMENT; Whenever all the improvements provided for by the Contrar-t 'Documents and all approved modificationsthereof shall havebeen completed and all requirements of the Contract Documents have been fulfilled cn the part of the Contractor, a final estimate showing the value oF. the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or previsions in the final payment. CB—B (3 } Thai ,amount of the final estimate, less previous payments and any sum that have been deducted or retained unijer the Provisions of the Contract Documents, will be paid to the Cor,tractoz within 64 days after final acceptance by the fawner on a proper resolution of the City Council, provided the Contractor has furnl.5haci to the Owner satisfactory evidence of payfinent as follows: Prior to submission of the final estimate for payment, the Contractor stall execute an affidavit, as furni.shdd by the City, certifying that all persons, firms, associations, co.rpor-atic>ns, or other organizations furnishing labor and/or matexiials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury andor property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as aria shall release the Owner frolrl all claims or liabilities under the Contract for anything done or furnished or i�-eiating to the work under Contract Dccu meats o,r anY act or neglect of said City relating to or connected with the Contract. The making of the final paYment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Cants:act Documents which specifically continue thereafter. � C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed-coxnpete�it Engineers and designers to Prepare thin Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Dwrxer shall be responsible for the adeguaoy of its own design features, sufficiency of the Contract Dacumerjts, the safety of the structure, and the practicability of the 4upe.rations Of the completed project, provided the Contractor has complied with the requirements of the said Contract DOculients, all approved modifications thereof, and ,additions and alterations thereto approved in writing by the owner. The Murders. of proof og such compliance shall he upon the Contractor tv slow that he has complied witi, the said requirements of the Contract Documents, approved modifications thereof, and all approved add.itioms and alterations thereto. C8-8.18 GENERALGUARANTY; Neither the final certificate. of payment nor any. prov slvn in the Contract Docaltkents nor partial or entire occapartcy or use of the Premises by the Owner small ccnstitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability ixt respect to anY express warranties or resportsib"ity fox faulty materials or workmanship. The Contractor shall remedy any defects or deluges in the work and ; C8-8 (4 � pay for any damage to other work resulting therefrom which, shall appear within a perio(l of one year from the date of final acceptance o� the work ual ess a longer period is specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general gaararity as above outline. The Owner will give notice of observed defects with reasonable promptness. CS-8.11 _SUBSIDIARYWORK: Any and all, work specifically governed documentary reglxirements 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 hid 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. CB--8.12 MISCELLANEOUS PLACEMENT ()F MATERIAL: Material, may be allocated Lander various bid items in the Proposal, to establish unit prices for miecellaneouu placement of material, "these materials shall, be used only when directed by the Engineer, depending are 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 Cantract Documents regardless of the actual amotknt us.ed for the projeat. C 8 -8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specs lcations, plans, addenda, -modifications, shop drawings and samples at the site in good order and annotated to show all changes made during the constarur<tion process. These shall be delivered to Engineer tipon completion of the'work. CO-B (5) (Water Department) SUIPPL1 LNTARY[INDITIO NS TO PAINT C - GENERAL CONDITIONS A. Gemelal "These Supplementary Conditions amend or supplement the General Conditiow of the Contract and other provisions of the Contract Documents as indicated below. Provisions wMch = not so amended or supplemented remain in full force. and afk`ect. 13. Q8-8.5 PARTIAL ESTIMATES AND ELTAI GB: Page C8-8 (), should be deleted in its entirety and replaced with the fo[lowing: Paul 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 i i progress. The estimEa-e shall be proceeded by the City on the I.Oth day and 25th day realaeetively. Estimates jl] be paid within 25 days following the end of the estimate period, less the appropriate retaimge as set out below. Partial pay estimates may include acceptable nonperishable Materials delivered to the work place which are to be incorporawd. into the work as a permmcnt part thereof, but wWob at Gbe time of the pay eptimate gave not been ace jnMalled. If such materials are included within a pair estir rate, pa mont shall ba based upon 35% of the net voice valua thereof. The Contractor will -furnish clue Engineer such information as =a be, reasonably requested to aid in (lie vefiitication or the preparation of the pay estimate. For contracts of less than $400,000 at the tune of execution, reUdnage shall be ten per cent (10%)) For ountmets of $400,000 or more at the time of oxecution, retaingp shall be five percent (5 ). Contractor shell pay aubcontmctors in a c=d with the s cnntract agreement within five (5) businms days after receipt by Contractor of the payment by City. Contractoes facture to make the req ired payments to subcontractors will Rutiiorize the City to withhold future payments from the arm -actor until compliance with this pmugmph is accnrnpHShed. It is understood that the parlial pay estimates with be approximate only, =dAI partial pay estimates and paymmt of same will bi-- subject to correction in the estimate renderod following the discovery of the mistake to any pmvioue estimate. Partial payment by Owner fear the amannt of work done or of its quality ar sufficiency or acceptance of the work done; shall not release the Contractor of airy of its responsibilities under the Contract Dnctrments. The City reserves the right to withhold the. paymwt of ar}y partial estimate if the Contractor fails to prrtarni the work in strict aecoardance with the specifications or other provisions of US contract, C. Part C - General Cojiditions: Paragraph C3-3.11 of the General Cinuditxons as deleted and replaced with D-3 of Part D - Special Conditions. D j'��:�[[-��3.11 I1'' ���, ���� $URA�1 �7�//:���Page C"73-3 (6): Delete subparagraph "g. LOCAL AGENT FOR Revised Pg. 1 10/24/02 E. C6-6.1 tLT`pl ' _RESPONSM ITf FOR DAMAGE LAM' ': Page 6-6 (8), is deleted in its entirety and replaced with the following, - Contractor Covenants and agrees to indmmnify City's enginwr rind architect, and their personnel at the proicet si#a for Contractor's sole negligence. In addition, Contrartor savants and ages to indemnify, hold harmless -and defend, at its own expense, the Owner, its officers, servants and employetz, from and against any and all claims or snits for property loss, property damage, personal injury, including death, arming out of, or eged to arise out of, the work and services to be prrfbrmt td hemLmder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, #ylselher or not ursy sseeh Inlarv, drrrrtr a or death is caused, in whole or in, rtby the negligence or alleged rrggkgeace of Qtvner, its o veers sere anlaror errtpfor s. Contr for Bice isc covenants and agrees to indemnify and hold hamLcss the Owner from and against any and all injuries to Owner's officers, servants and eMmph ees and any doge, loss or destruction to prapeAy of the Owner arising from the performance of any of the terms and conditinus of this Contract, whetfrey, or not any such inhay or daingge Is canseA in whole or ingad by fhe rrg% zuce or,afg_d q#g enee of Owner, its officers, servants or e�r�p oeeLs. In tires uvent Owner receives a written claim for damages against the Contractor or its suboogtraotors prior to final payment, &a] payrnant droll not he 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 Cher with a letter from ContTactor's liability insurancz carrier that the claim has -been ref=ed to the insarance carrier. The Dimdor may, i.f he deems it appropriate, rr, asc to accept bids on other City of Fort Worth pubfic work from -a oxnWotm against wlrom a clam for damages is outstanding as a remelt of work performed under a City Contract. R EASED ORDECREASED QUA- MMES,. Fart C: - Genrrd Conditions, Section C44 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C44.3 INCREASED OR DEC EASED QUANTMES to real as follows: The Owner resurvey the right to alter the quantities oftbe work to be perfbrrned or to extend or smarten time improvements at any times whn and as fammd to lac necessary, and the Contractor shall perform the work as altered, inoreased or decry ed at the unit prices as established in the contract documents. No allowance will be made for any Mangos in loaf. or antic ip+ [i proliN nor shft]I atich changes be considered as waiving or invalidating any conditions or provisions of the Contract Doeamenta. fxris_tions in quanti des of sanitary wer pipes in depth categories Shan ba interpreted herein as applying to the inveralI quwitities afsanitary surer pipe in each pipe size but not to the various depth categories. Revised Pg. 2 1 N102 G. C3.3.11 INSU.RANQ : Page C3.q (7): Add subparagraph "h, ADDITIONAL [ SVR _N E 1 Ojj1 1V1ENTS" u. The City, its officers, employees and ,servants shall be endorsed as an additional insured can Contractor's insurance policies excepting employoes liability insurance coverage under Contractor's workers` compensation nisurance policy, h. Certificates of insurance sball be delivered to the City of Fart Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Foil Worth, TX 7 102, prior to commenerment of work on the contraotcd project. c. Any failure on part of the City to request required insurance documentation shall not ca Mitute a waiver of the insu=cv requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notica, of cancellation, non -renewal, and/or material change in policy tuns or coverage. A toga days notice shall be acceptable is a event of non-payment of prenihmi, e. Insurcrn must be audiorized to der business in the State of Texas and have a current A.M. Beat rating of A, VU or equivalent measure of financial strength and solvency, f. Dedwible limits, or self -funded ref Lion limits, .on caub policy must not exceed $10,000.00 per oceurrerice unless otherwise approved by tlir, City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alterrafive coverage or risk troatrnent measures through insurance pools or risk retention groups. The City must approvo in writing any alternative coverage. h. Workers' compemation insurance palicy(s) covorirg 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 respansibte fbT the direct p4yment of imuraancr, premium cash for cotrtradtor's ineurmice. j. Contractor's insurance policica shall each be endorsed to provide that such inmuraunce is primary protection and any selHended or commercial. coverage maintained by City shall not be called upon to contribute to lass recovery. k. In the course of the project, Contraclor shall report, iu a tamely marrrner, to Cit 's officially designated contract administrator aay known loss occwTance which could give rase to a liabi.lity claim or lawsuit or which could result in a property loss. Rev iced Pg. 3 1. 0!2 4102 1, Contact,oes liabilily shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contrmotor sl II provide complete copies of all insurance policies required by these cont«t docummta. II.8-1.4 SCOPEF P*fl�"I': Delete-8.4, scope of Payment apage B-S(l) is deleted in its entirety and replaced with the following: The Contractor shs.11 receive and accept the compensation as herein provided, in full payment for fmiishing all labor, tools, materiale, and incidentals for pmfonning all work contemplated and embraced nndar these Contract Documents, for all loss and damage arising oat of the nature of the work or from the action of Lhe elem cuts, for any unforeseen defects or obstructions which may. arise or bo anconntered dwing the prosecution which may arise or be weaWared during 6,- prosecution of the worts at wiy time before its final acceptance by tht Dvvner, (except as pmvided in paragraph 5- .14) for all risks of whatever d cription connected with this prosecution of the work, for all expmsea incurred by or in consequence of the smpension or diisconti.nuance of such prosecution of the warking operations as heroin specified, or any and all inf ngpments of patentsr trademarks, copyrights, or other legal reservatioms, and for completing 1ho work in an acceptable moaner according to the terms of the Cantrart Documents. The payment of any current or partial estimato prior to the final ameptan ce of the work b the Owner shall in no war constitute an admowledgmont of #fie acceptance of the work, matedals, or ecluipmeat, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and pmpar expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery funiished in or abou3 the construction of the work under contract and its appurtenances, or any damage due or attrihutrd to such defeats which defects, imperfections, or damage sMI have boon discovered on or before the .final inspection and acceptance of the work of during the. two (2) year guar=ty period ailcr the final acceptance, The Owner shaGlI lac the sale judge of such defects, imporketiorns, or damage, and the Contractor shall be liable to the {owner for fail= to correct the same. as pmVided herein. {'MAQ :T NEI AL � Delcke C8-8.1% General guaranty at page S-8(4) is deleted in its entirety and replaced with the following; either' 6e final cvrtif'�catc of payment nor any provision in lire Contract Docaammu, nor partial or entire occuparsc or u,5e Qf the premises by the fawner Aall uonsti Lae are sr'=pWrx of wofk not done in accordance with the Contract Dwummrs or relic ve the Contractor of liability in rcEpr t to any express warranties or responslbility for faulty materials or workmanship. Tbc Contraetor shall remedy any defects or damages in this work and pay fir any damage to other work or property resulting therefrom which shall atrpear within a period of two (2) years Bronx the date of final aawptancc ofthe work unloss a Iongerpedad Ls sp;,ni$ed and simll fumish s goad and suffici ent nmiritenauce Lmnd in the arna=t of 100 mrent of tht amount of the corttraa Revisod Pg. 4 1 f}124JO2 which shall assure the performance ofthe general guaranty as iibova outlined. The Ovnicr will give notice of ubserved de-fects with re8$ollable promptm!e E;. Any ia#'caence to any sborter pedr,d of time of waiTanty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City"s iutent that the Contractor guarantee its work for a period of two () years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts plaice the following in lieu of (he existing pang aph 2. J. Piet C - General Conditions, Section 2t2 JNTERPRETATION AND PREPAR-KrIO i OF'PROPOSAL Page -2 (4) exchange paragraphs 2-2.7, 2v ,8 and C2-2.9 with the following: C - 3 DEL WRY OF PROPOSAL: No proposal will be considered unless lit is delivered, accompanied by -its proper Bid Secuait , to the Purchasing Manager orIvs i.epresentative at the official location and skated flare act forth in the "Notice to Bidders." ft is the Bi€ldcr's sale 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 rnugt have the proposal actually delivered. Each proposal shall be in a seated envelope plainly marked with the word "PROPOSAL.," and the name or deacription of the project as designated in the "Naticc to Bidders." The envelogo shall be addressed to the Pm. hasing Manager, City ofFort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texan 76102, C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasir g Manager cannot be wtthdrawn prior to the time set for opening proposals. A requesI for non -consideration of a proposal mwt be male in wdtfng, addressed to khe City Manager, and filed with him prior to the time set -for the opening nL proposayis. After all proposals not requested for non -consideration are opened and publicly read aloud, the proposms r ra' which nori-consideration requests have been prop&ly filer! may, at the option of the Owner, be returaed nnopencd. C2-2.9 TELEGRAPELIC MODIFICATION OF PROPOSALS. Any bidder may modify his proposal by telegraphic conuinmication at any time prior to the time set for opening proposals, provided such telegraphic caanmurricafion is received by the Purchw�g Manager prior to the said proposal opening time, are provided farther, that the City Manager is satisfied that a written and duly a}nthenticated confumadDii of such telegraphic commmikation over the signahixecf the bidden` was mailed prig to the proposal opening time. Irstich confirma don is not received within forty-eight (48) boura after the proposal opening time, no further consideration Will be given to the proposal T . C 3-3.7 BONDS {CITY LET PROJECTS): Refemuce Part C, Genefa I Contiitians, dated Noveniber 1, 1987; (City let projects) make the follawmi g mvisions: Revised Pg. 5 101 02 1. pa.ge C3-3(3); the parngrVh aft& paragraph C3-3;M Other. Bonds should he revised to rea�1: -- In order for a surety to be ameptable to the City, the surety must (1) held a certIffeate of authority from the United States secretary of the treasury to qual[fy as a surety on abltgations permitted or required under federal law; or (2) have obtained r Insurance for any liability In excess of $100,000 from a reinsurer that is authorized and adrnitted as a re Insurer to the state of Texas and Is the holster of a cartifiicate of authority from the Untied Mates secretary of the treasury to qualify as a suraty on obligations permitted or required under federal law. Satisfactory proof of any such minsuranca shalt be provided to the City upon request. The Dlty, In Its sole allwaflon. will determine the adequacy of the proof required herein. . Pg, C3-3(5) Paragraph 0-3.11 INSURANCE delete subparagraph "a. CO>' ENS. MOM INSURANCE". 3. Pg. 0-3(6), Paragraph C -3.11 INSURANCE delete subpa graph "g. LOCAL AGENT FOR INSURANCE AND BONDIMY. L. RIGHT TO AUDIT: Part Cs - Genmul C;onditiom, Section CS-8 WASUREMENT AND PAYNMNT, Page C8-8 (5), add the following. C8-8.14 MGM TO AUD T� (a) Contractor agrees that the City shall, tmtil the expiration of three 3) years after imai payment under this contract, have access to and thp, Tight to sxau ine and photocopy any directly pertinent boobs, documents, papers and records of the an"utor involving tramactioaB relating to tWs contract. Contractor agrees that the City si ll have access dig normal worldng hours to all nweoary Contractor facilities and shall be provided adequate and appropxiate work space in order to conduct audits in compliance with the provisions of this sactiom The City shall give contractor reaaonable advance notice of intended audits. (b) Contractor further agmes to include in all ita subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration af three (3) ycam aft final payment under the subr�tract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontrwtor, invclvingtransactions to the aubcontract, =d Rather, that City shall have assess dining normal worldng hours to all subcontmotor faoilitie9, and shall be provided adequate =d appropriate work space, in order to condunt audits in compliance with the provisions of this article. City s ailI give subcontractor reasonable advance notict of intended audits. (c) Contractor and subcontractor $wee to photocopy sucb documents as may be Toquested by the City. The City agrees to reimburse tbo Contrailor f'or the cost of copies as follows: Revised Pg. G 1 #1114l0 1. 50 copies and under - 10 cents per page 2, More, than 50 copies - 85 cents for the first page plus fifteen omits For each page theraa-fter M. SrM PREPARATION: The Contractor shal I clear rights-of'way or easements of obnmetion winch must be reruoved to make poNsibte proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph -6.10 work within casements, page C6-6(4), part C - (General Conditions of the Water Department General Contract Document and General Spificafioiis. Cleming and mostonation shall ba considered as. incidental to coastructian and all cos is incurred wil I be considered to be inoluded in the Linear Foot price of the pipe. N. Reference Part C - Genml Condidonu. Sec6cm 6-6.8 B RR.T ►DB V I�QS AND WATCflAf : 1. Wherever the word Watohmen appears in this paragraph, it shall be ehwiged to the word flagmen. . In the fist paragraph, lines five �5) and six (6), change the phrase take all such other precautionary measmres to talcs all reasonable necessary measures. O. MiNQR1T fVL(! KEN BLLSMSS EW-ERPRIS-ECOMPLIANCE: Rarerenm Part C (General Condi lion s), Section C3 -3.2 Entitled "MIN R1Tf BXJa ENTERPRISEI `OMI N-OWNED I US11%Ma S ENTERPRISE CO PLUNCE" shall be deleted in its entiraty and replaced with the following: Upbn requts� -Contrador ages to provide to Owner complete and accurate information regarding actua] work parfornied by a Minority Bus�s Enterprise ( E) and/or a Worn an Business Enterprise, ( BE) on the contract and payment therefore. Contractor ffirther agrees to penmit an audit and/or examination of any -books, rcaorde or files in its possession that will substantiate the actual work performed by mi MBE and/or WISE. The m ismpmsentation of FacIs (other than a negligent misrepresentatian) and/or the commission of fraud by the Contractor will be grounds for temiination of the contract and/or initiating action under• appropriate fodwal, gate or local laws or ordinances relating to false statements; futilicr, any such inisrepresentatlon {other than negligent rnisreprosen(ation) and/or comrr,.tssion ofRatid will result in the Contractor being determined to be irresponsHe mid barred from powlicipating in City work for a period of time of not less than thee (3) ,years. Revised Pg. 7 1.0/ 4/0 :2k P. AGE RATES: Simon C3-3.13 of the General (Conditions i-; deiewd and replaced wily tho .following. (a) The contractor shall comply with all regnirments of Chapter 2258jaxas Govc=cut Code, including the payment of not leas than the rates determined by tho City Council of the City of Fart Worth to be the pravailing wage rates in ac rdance wit# Chapter 22 58, TexaB Govenunent Code, Such prevailing wage rates are included in these contract documents. (b)'The coat adt r shad, for a pmriod of three (3) years following the daW of acceptance of the work, maintaui records that show (1) tho name and occupation of each worker employed by flip, contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to ouh worker. Those records shall be open at all rcasonahle hours for inTection by tho City. The provisions of Section -1, L., Bight to Audit ( uv. 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 paynimt estimate or payroll period, whichever is legs, an affidavit stating that the contractor bag complied with the requiTOMertts of Chapter 2258, Texas overent Foyle. The contractor shall post the prevailing wage rates in a conspicuous place at die site of the project at all times. Revised Pg, 8 10/ 4/0 SPECIAL CONDITIONS (Part D m Water Department) PART D - SPECIAL CONDITIONS fa- 1 ENE#SAL.................................................... ................................................................ DR2 COORDINATION NIEETIPNG...........................................................................................4 5-3 CONTRACTOR QOMPLIANCE WITH WORKER'S CONIPEN CATION LAW ....................� 5--4 GOOR Q I NAT ION WITH FORT WORTH WATER DE PART NT ................ 1........ 4...........7 D- 8 CROSSING OF EXISTING UTUTIE S---------------- --................................... .......... ................ 7 576. 8}CISTIING---UTILITIE-§7KND IMPROVEMENTS..................................................................7 D- 7 CONSTRUCTQ N TRAF.FI COVER PIPELI N ES................................................................8 54 8 TRAFFIC COINT_ QL.........................................................................................................8 D- 9 DETOURS.........................................................................................................................9 0-10 EXAMINATION OF SITE .................... .................................. ................................ ........a F- 11 ZONING C MPLIANC.......................................... ......,.,...---,......................................9 5- 12 WATER FOR_ CONSTRUCTION ..................................................................................10 D- 1 VV ASTE MA-fERIAL..................................................................................................... to D- 14 PROJECT CLEANUP AND FINAL ACC EPTAN E....................................................1.10 JEONSTRU 571-55 CTIONDIlEDULE AN1) SEQUENCI N G 0 F VV 0 R K .................................10 D-16 SAFETY RESTRICTIONS - WORK DEAR HIGH VOLTAG L.INES............................'11) D- '17 BID 9UANTITIES .......................... .......................................................................11 - 1818 PUTTINQ OF CONCRETE ..........................................................................................11 9--19 . FBOJECT DESIGNATION SIGN........................................................r,.......................11 D- 0 CONCRETE S1DEWALI .ANO-DRL E1 AY RED'LAGEMENT ......................................'12 D- 21 I4-I S Q E LL,8,N EQ US PLACEMENT OF M&T. ERIA........................................................1 5:-2-2 CRUSHED LIMESTONE EAQKFILL....:.i.:...ti........................... ....... d............................ 'I D- 23 2:27 COf 12 Dr 4 TRENCH EXCAVATION, 13ACKr-ILL. AND COMPACTION.........................................12 ,E T VE ENT PERMANENT REPAIR E2-1'9 FOR UTILITY CUTS............ 14 D— 6 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS —ALL .P_F Wr= T) ................1 p- 7 SANITARY SEWER MANHOLE .................................................. ...................'15 D- 8 SANITARY SEWER SERVICES ...............................................................................'f$ —22 E ORAL SALVAGE, AND ABANDONMENT OF E}4I TING FACILITIES ................ 20 D- 30 DETECTABLE WARNING TAPES............................................................................... 22 D- 31 PIPE CLEAN IiNG.. ... , , . ..... ...........................................................................22 5- 32 DISPOSAL -OF SP01UHILL MATERIAL .......................................................................22 D- MECHAN ICS AN MAT ER [ALM EN 'S LIEN................................................................. D4- 34 SUBSTITUTIOlS........................................................................................................23 D-- 38 PRE -CONSTRUCTION TELE VISION INSPECTION OF SANITARY SE ER.............23 D- 36 VACUUM TESTING OF SANITARY RY SI"WER MANHOLES..........................................26 6-3-7 BYPASS PUMPING ...................................... .. . ........... ..........................................27 5-7-3-8 POST -CON TRUCTIOIN TELEVIB10N INSPECT10N OF SANITARY SEW ER .......... 27 D- 39 SAMPLES AND QUALITY CONTROL TESTING ......................................................... 29 D- 40 TEMPORARY E ROS ION, SE01MENT, AN0 UVATr=R POLLUTION CONTROL (FOR 1STUR13EP AREAS LESS THAN 1 ACRE................................................................30 a, 41 IN G RE SS AND EG RESSIOB STRUCTI 0 N OF ACCESS TO DRIVES ........................31 D- 42 PROTECTION OF TREES; PLAINTS AND SOIL ......................................................... 1 D- 43 SITE RESTOF ATIG............................................... .......... ............ ............................. 31 D�44 QITY OF. FORT WORTH STANDARD PRODUCT LIST .............................................. 31 D- 45 TOPSOIL, SODDING, SEEDING & H DROMULCHINQ.............. .... h........................... 52 D- 46 CONFINED SPACE ENTRY PROGRAM . ........ ....... ............ .............. A ........... -A ............ 37 DR 47 SUBSTANTIAL COMPLETION IfNSPECTIONIFINAL INSPECTION ............................37 D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS ......................37 Q CONCRETE ENCASEMENT OF SEWER PIPE..........................................................38 D- 50 CLAY DAM .................... ....................................... . ...I........ , ..,.....................38 D- 51 EXPLORATORY EXCAVATION f D-HOLEI..................................................................38 1112M4 SG-1 PART T D, SPECIAL CONDITIONS Q- 62 INSTALLATION OF WATER FACtILMES....................................................................39 52.1 P Nyloyl Chloride (PVC) Water Pi ................................................... . .a..........a..........a...................................... .......$9 . 5 a Blockho............................ ................... .........a.....a................................... 9-23 Type of asirg pipe .....................................................................................................39 54 e-Ins....................................................................................................................40 52.5 Connection of Existing Mphs................a....aa.......a..a....a.a.........,a...................................40 R1alvo Cut-ins..............................................................a.a,........................................... ..40 5 .7 Water ervlces............................................................................................................40 5�.8 24lnch Temporary Service Line.....................................a.......a......................................4 E2& Purging and Sterilization of Water Lines..............................................................43 52.10 Work Near Pros ura Piave 8oundaric.............................a.......a..............................44 52.111 Water Sampie aW on................................................................a..a..............................44 Ductile Iron and Gray Iron Fittings ................................................... . ...................44 DR 53 SPRINKLING FOR DUST CONTROL ...................... ...............................................45 D7546EWATERING ................................................d.....................................a........a...,a.......45 D- 55 TRENGIJ EXCAVATION ON DEEP TRENCHES ....................................................... 45 D-56 TREE PRUNING............................................a............,a.a..a..a....................•.•••••............45 [�- 57 TREE REMOVAL ....................................................................................................46 Q�59 TESTHOLE ............................................................................................... ........4� --59 PUBLIC NOTIFICATION PRt R TO BEGINNING CONSTRUCTION ANO f�OT(FICA7r10N OF TEMPORARY WATER E VIC U i�UF IfV ONTFZ.0 TloN............................a.a.......a....a............a............................................... 47 I�50 TRAFFIC BUTTONS ...................... .. ..,.......,.........,..,.....,........a...............................a.a....�47 D�61 SANITARY SEWER SERVICE CLEANOUT...........................................................4B D- 5 TEMPORARY PAVEMENT REPAIR....... .... ............................. 4. .,.... :....d................48 I]- 63 C:ONSTRUC IO STAKES .............a....a.....a.......a..a.a..a.aa...a.....a5............ ,................. .... 48 C -.64 _ .-SEMENTS�. Nb REf3 1I'T.........................................................a..........a.a...a..a.a......48 U- 65 PRE -CONSTRUCTION NEIGHBORHOOD MEETING ................................................49 D- 66 WAG E=_ TE.........................a....................................................... 4........... ............... 49 5:67 REMOVAL AN D DISPOSAL OF AS 13ESTOB CEMENT PIPE ..................................... 51 Nil 8�T RT9. A 17 P0L1'"0TICiN VkEVENTfb[ is WbRja18T-ij D.Af�bWWRJ.. E tACRE...,.,....,..............................................................................................5'i D-69 COORDINATION WITH THE ITS _REPRE E fTAT•I E r-OR OPERATIONS Or= EXISTING WAXER SYSTEMS...............................................................53 D-7Q AQQ[TIQ IAL SUBMITTALS FOR CONTRACT AWARD.................................................53 D-71 EARLY WARN I N G SYSTEM, FOR.CONSTRUCTION..........a.a........................................54 U-72 AIR POLLUTION WATCH DAYS. ....... ......... ............ ...... ................. ......... ----54 =-3 E FOR -STREET USE PERMITS AND RE-fNSPECTIONS..........................................55 r1rza SO- PART D - SPECIAL CONDITIONS This Part D -- Special Candltions is complimentary to Part D - General Conditions and Part C1 - upplementery Conditions to Part C of the Contract. Anything contained In this Part D that is addltive to any provision In Part C - General Conditions and part O1 - Supplementary Conditions to Park C of the Contract are to be read together. Any conflict between Pert C - General Conditions and Part C1Supplementary CondIflons of the Contract and this Part D, Dart D shall control. FOR: PROJECT DESCRIPTION XXXXX XXXXX XXXXX FORT WORTH, TEXAS DOE PROJECT NO. XXXXX WATER DEPARTMENT PROJECTS NO. PW XXXXXXXXXXXX & PS XXXXXXXX X D-"I GENERAL The order or precedence in case of conflicts or dkscrepancles between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, fallow the guidelines I€sled below: 9. Puns . Contract Documents 3. Special Conditions The following Special onditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects its this project due to faulty materials and workmanship, or both, for a period of two ( ) years from date of final acceptonce 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 Ihose causes. Subject to modifications as hereln contained, the Fort Worth later Department's General Contract Documents and General Specificatlons. wltht latest revisions, are made a part of Ehe General ConLracl DocUments for kids project. The Plans, these Special Contract Documents and the rules, regulatfons, 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, worts or material called for by one and nok shown or rnentloned 15 Ilse rather shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor parformintg any work on Fort Vyorthi water or sanitary sewer facilities must be pre - qualified with the later Department to perform such work in accordance with procedures described to the current Furl Werth Wafer Dapartment General Specifications, which general specifications shalI govern perrormance of all such work. This rontract and project, where applicable, may also be governed by the two following publlshad speclfications, eXcept as modified by those Speolai Provisions: 1. STANDARD SPECIFICATONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORThI I fr2.�rrr4 -3 PAIN D - SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS OONSTRUCTiON - NORTH GENTRAL TEXAS Any conflict between these contract docurrnents and the above 2 publications shall be resolved in favor of these contract documents, A copy of either of these specif lcaihorns may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street:, 2nd Floor, Municipal Bullding, Fort Worth, Texas 78102. The specifications applicable to each pay item are Indicated by the call -out for the pay item by the designer. It not shown. thorn applicable published specifleatlons in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fork Worth document rather khan Division 1 of the North Central Texas document, Bidders shall not separate, detach or mmove 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 contrac# as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION O1= PROPOSAL. - A. DELIVERY OF PROPOSAL: No proposal valll 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 "Natlice to Bidders". It is the udder's sole responsibility to deliver the proposal at the propel 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 pla.lnly marked with the word "PRCPOSAU", and the narne or description of the project as designated In the "Notice to Bidders", The envelope shall he addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fart Workh, Texas 76102. B. WITHDRAWING PROPOSALS: Preposais actually fled with the Purchasing Manager cannot be wllhdrawn prior to the time set for opening proposals. A request for non -consideration of a proposal must be made in writing, addressed to the Cfty Manager, and fiind with him pricer to the time set for the opening of proposals. After all proposals not requested for non- consideratlan 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 htis proposal by telegraphic communication at arty 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 [late, and provided further, that the City Manager is saftfled thak a Written and duly authenticated confirmation of such tolegraphic communication over the sigoatfire of the bidder was mailed prior to the proposal opening time. hf such confirmation is not received within forty4ght (48) hours after the proposal opening tune, no farther wnsideratlan will be given to the proposal_ D-2 OOORDINAT10N MEETING For wordinatiorl purposes, weekly meetings at the job site may be required to maintain the project on the desired schedute. The contractor shall be present at all meetings, 1 71aa4 Sim-4 DART D - SPECIAL CONDITIONS 11-3 CONTRACTOR COMPLIANCE WITH WORKERPS COMPENSATION LAIN A. Definitions: 1. Cert1fication of coverage ("certificate"). A copy of a certificate of Insurance, a certificate of authority to self -insure issued by the commission. or a coverage agreament (TWOO-81, TVUD -8 , Tl+V -83, or TUW -84), showing statutory workers' compensation insurance coverage for the person's or eri ty's employees providing services on a project, for the duration of the project. . Duration of the project - Includes the time from Lhe beginning of the work on the project untll the contra uto r'siperson's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in 406X96)- Includes all persons or entitles performing all or part of the services the contractor has undertaken to perform on the project, regardless of whither that person contracted directly with the contractor and regardless of whether that person has employees. This Includes, without I.ImItallon, Independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or erployees of any entity Which furnishes persons to provide services on the project, "Services" include, w1thout Ilrnitatlan, providing, hauling, or delivering equipment or materials, or provlding labor, transportation, or other services related to a project. "Services" does not include activities unrelated to Elie project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The onlrac(,or shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meats the statutory requirements of Texas Labor Cade, Section 401.011(44) or all employees of the Contractor providing services on the project, far the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity+ prior to being awarded the conlra.ct. 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 cerllffcate of coverage with tha governmental antlty showing that coverage has been extended. E. The Contractor shalt obtain from each person providing services on a project, and provide the governmeritaf entity' -I. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certlflcates of coverage showing coverage for all persons prEwIdIng services on the project; and . No later than seven days after roceipt by the contractor, a new certificate of coverage sho fnq extertslon of coverage, If the overage period shown on (lie currant certificate of coverage ends during the duration of the praject. F. The contractor shall retain all required certilfJcates of coverage for the duratlan of the project and for one year thereafter. IrMW04 -5 PART D , SPECIAL CONDITIONS C. The contractor shall notify the govemmental entity in writing by certified mail or personal delivery, vAthln ten (10) days after the contractor knew or should have known,, of and+ 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 nofte, In the text, form and manner prescribed by the Texas Worker's Compensation Commission, Informing ail persons providing services on the project that they are required to be covared, and stating haw a person may verify coverage and report tacit of coverage_ The contractor shall contractually require each person with whom It contracts to provide services on a project, to: 1, Provide coverage, based on proper reparting on classification codes and payroll amounts and filing of any coverage agreements. which meets the statotory requirements of Texas LaMar 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 certlFfote 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. Prov+de the Contractor, prior to the and of the coverage {period, a new certificate of coverage showing extenslon of ooverage, if the coverage period shown on the current certlfirate of coverage ends during the duration of the project; 4. Obtain from each ether person with whore it contracts, and provide to the Contractor - a,) A certificate of coverage, prlor 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 crirrent certificate of coverage ends during the duration of the project_ 5. Detain all required certifleates of coverage on Elie for the duration of the project and for one year thereafter. 6. Notify the governmental entity In writing by certified mail or personal deilvery, within ton (10) days after the person knew or should have known, of any charge that materially affects the prrnrlsion of overage of any person providing services on the project; and 7. Contractually regWre each person with whom it contracts, to perforin as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providiing or causing to be provided a certificate of coverage, the contractor Is representing to the governmental antlty that all amployees of the contractor who wlll provide services on the project vvlll be cowered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate Insurance carrier or, in the case of a seif- insured, with the commission's Division of Self-insurance Regulation. Providing false or f 1sa -6 PART D - SPECIAL CONDITIONS misleading informatlon may subject the contractor to administrative, criminal, civil pan a[ties or other clvll actlons. g. The contractor's failure to comply with any of these provisions Is a breach of contract by the contractor which entitles the govemmantal entity to declare the contract void if tho contractor does not mMedy the breach within ten days after receipt of notice of breach froRn the goverinme tital entity. The contractor shall post a notice on each project site informing atl persons providing services are the project that they are required to be covered, and stating haw 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 Compensatlon Commission rules. This notice must be prJnted with a title In at leasl 30 point bald type and text in at least 19 polnt narmat type, and shall be in froth English and Spanish and any other language common to the worker population. The tent for the Notices shall be the following text, without any addition@I words cr changes: "REQUIRED WORKER'S COM PEN SATI0N COVE RAG E The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensatlon insurance. Tills Includes persons providing, hauling, or delivering equipment or materials, or provld€ng labor or transportation or other service related to the project, regardless of the Identity of their employer or status as an employee." Call the Texas Worker's ompensaf;on Commission at (512)440-3780 to receive information on the legal rcguirement for coverage, to verify whether your employer has provided the regU[red covaraga, or to report an employer's fa€lure to provide coverage". D, 4 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it wall be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to deterrnine the best times for deactivating and activating those Ifnes, Where a proposed water line crosses over a sanitary severer or sanitary sewer service line and/or proposed sewer line crosses over a water l€ne and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sevuer or sanitary sewer service Ilne shall be made watertight or be constructed of ductile Iron pipe. The Engineer shall datermine the required length of replacement. The materlaI for sanitary sewer mains and sanitary seu+er laterals shall be Mass 51 Duct€le from Pipe vvIth polyethylene wrapping. The rnatei-W for sanitary savver service lines shall be extra strenglh cast Iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene couplIng ASTM -4 5 with series 309 Stainless steel compresslon straps. 8ackfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid In the Proposal for each b€d Item. D- 6 EXISTING UTILMES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However, the Owner assumes na responsIN] €ty for failure to a how any or all of thane structures on the Plans, or to show them in [heir enact location. It is mutually agreed that such failure shall not be 1112"4 SC-7 PART D , SPECIAL CONDMONS considered sufficient basis -for claims for additional compensation for extra work or for increasing tine pay quantities in any mariner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all e)dstin utilities, service IInes, or other property e�cposed b � his co operations'; 6�rfraaefor.'s�a€ '-" provi,�ionS.: (as`appr0VF_( OF �� tan:�ri ed'ki the of € li at}le kklii s�+ rr r ri jj ;t . the sup f,ort pr:-otec� i6n and./pr .l:ernpn.rary, yeloc rl-lUon -d dill I) iIity. P�)Je�ti .ti s lii7 : , .teIeR�gnq:calale btilitV: Sx4�PrrcOs,:: vtiteF.'n)rlIII S, s afiltarY. SbMde, Iii`i16 el0:.Ctdl @l .i 2bic . drainage-. pipe 'and 'all uIiIities:and S411H 4u , buIhahov6'EE d be[pW.g!-aun0 dUnng ccrtstruction. '111Js und6r.s[Do'd1lit',k ih. ofit 2JGi;o1 -is 3 I oi: I;e S"pon s i N o for the 1)pr' 'a"he' nL reIa6aiibn pf'd isling uii1ilie s 1n-dirc_�'t-c Wild V)it #I7c::.;'fopos d:eO'�I trLfciion.' The Contractor is liable for all damages done to such existing Facilities as a result of Ns operations and any and all cost incurred for [lie protection and/or temporary relocation of such facilities are derermed subsidiary work and the cost of same and shall be Included In the cost bid per linear foot of pipe Installed. NO ADDITiONAL COMPENSATION ILIA. BE ALLOWED. Where exisfing utiFfles 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 constructlon, or be(ter, uriless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall Immedlateiy notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilif3es to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. In case It Is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered w11h until ordered to do so by the Engineer. The right is reserved to the owner of public utllitles to enter upon the 11mlis of the project for the purpose of making such changes or repairs of their property that may be made necessary by per-ro rrn anc e of this conlract. The utility lines and condults 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 utilltles involved and frc)m ev€darices found on the ground. D� 7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain corstruction vehicles could exceed the load bearing capacity of the plpe under shallow bury conditions, It %vlll be the respanslbility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads, The Contractor small not, at any time, cross the existing or now 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 Contractors expense, to the satisfaction of the City. In locations where It is not permissible to cross the existing or proposed pipes without addit€anal protectlon 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 lils construction operation. 0. 8 TRAFFIC CONTROL 11129104 SC-8 FART D - SPECIAL CONDITIONS The contractor will be required to obtain a "Street Use Permit" prior to starting work, As pall of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the constructlon of this project consistent with the provisions set forth In the "Latest Edition Texas Manual on Unkform Traffic Control Devices for Streets and Hfghwa a" issued under the authodly of the "State of Texas llnllorm Act Regulating Traffic on Highways." codified as Articfe 6701d Vernon's Civil Statutes, }pertinent sectlons tieing Section Nos. 27, 29, 30 and 31. A traffic control Plan shall be submitted for review to Mr. Charles R. Burkett City Traffic Fri irlee t 017 871-8770 at the re- onstructlon conference. Althou q h work will rrot b eq in Until the traffic control plan has t ern reviewed. the Contractor's tnne will foe [n in .accordance with the time frame established in the Nonce to tho Contractor. — The Contractor will not remove any regulatory sign. instructional sign, street name sign or other sign, which has been erected by the City, If it is datermined that a sign must be removed to perrnit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone dumber 871-7738) to remove the sign. In the ease of regulatory signs. the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above -referenced manual and such temporary sign must be installed prior to the removal of tine 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 to place until the temporary sign requirements are met. When construction work Is completed to the extent that the permanent sign can be reinstalled, the Contractor shall main contact the Signs and Markings Division to reinstall the permanent siren and shall Ieabe his temporary sign In plane until such reinstallation Is completed. Worts shall not be performed on certain locationslstreets during "peak traffic periods" as detarminat an by the City Traffic Engineer and in accordance with the appllcable provision of the "City of Fort Worth Traffic Control HandboA for Ganstruction and Maintenance Work Areas.,' The cost of the traffic control Is subsidiary work and the cost of same shall be included In the price bid for pipe complete fn place as bid In the Proposal, and no other compensation w1II be allowed. O-9 DETOURS The con tmactor shall proseovto his work in =h a manner as to create u niuiinium of iixWrrup6on to tuafflo and pedestrian fhoilities and to the flow of vehicular and pudcstriari #ruff c within the project area. D-10 EXAMINATION OF SITE It shall be the responsibility+ of the prospective bidder to vIsil the project site and snake such cox-nminatlons and explorations as may be necessary to determine all conditions, winch may affect construction of this project. Particular attention should he given to methods of providing Ingress and egress to adjacent private anti public properties, procedures for protecting e [sling Improvements and disposition of all materials to be removed. Proper conslderatlon should Lie given to these details during the preparation of the Proposal and all unusual conditions, winch may give, rise to Inter contingencies shouid be brought to the attention of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE DAFT D - SPECIAL CONDITIONS During the construction of this project, the Contractor shall comply with present zoning requirements of the City of tort Worth In the use of vacant property For storage purposes. 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. D- 14 PROJECT CLEA NUP AND 1FINAL ACC EPTANE The Contractor shall be awam that keeping the project rite in a neat and orderly Condition is considered an integral part oi! Iht- eorrtracbA work and as suet shall be cons subsidiary to the appmpriate bid items. Clean op work shall be &,aQ as directed by the En&t.,elr as the woflf progresses or as nQed - If, in the opinion of the En*oer it is ne"ssar , clean-up shall be done: on a daily basis. Clean up work shall imlude, bait not be limited to: Sweeping the Street cle-an o€ dirt or debris a Storing excess material in appropriale and organized manner • Keeptug trash of tmy kind off of residents' property If the Engineer does ucA feel that the iobsite has been Kept in m ot&rly condition, on the next estimate paymen# (and all subsequimt pa mPBts until completed) of the appropriate bid item(s) wiII be redu d by 25%. Final cleanup work shall be done for Ulis project as soon as all construction has been c:ampleted, o more than seven days shalk elapse aflet completion of construction before the roadway, right- of-way, or easement is cleaned up to the satisfaction of the Engineer. The Don#factor shall make a final cleanup of all parts of the warn 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 matoriats, and in general preparing the site of the work in an orderly manner and appearance. The City of Fort forth Department of Erzglneering shall glvo final acceptance of the completed project work. D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORT{ Prior to executing the Contract, It shall be the responsibility of the Contractor to furnlsh a schedule outlining the anticlpated time for each phase of construction with starting and cornpleflon dates, including sufficient time being allowed for cleanup' he: �orrtr�otnr s#�dll.r�o co.mm nce`rrrrth ever 15st flatlaryuiitiI surly'tii�i that 1I7e urve ctia �s reei„from the:fity i�3spctor. D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES Tile following procedures will be followed regarding the subject item on this contract- ? -UP L7Ia4 C-1 0 PARS' D i SPECIAL CONDITIONS s _ A warning sign not less than five inches by sever~ Inches, painted yellow with blade letters that are legible at hvelve feet shall be {placed Inside and Outside vehIcles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or slmflar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN ~SIX FEET OF HIGH VOLTAGE LINES." . Equipment that may be operated WithIn ten feet of high voltage lines shall have insulating cage -type of guard about the boom or arm, except back hoes or dippers. and Insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage- Weclric limes, notffica(ion shall be 91ven the Power company (ONCORE) who will erect temporary mpuliaoical barriers, de - energize the lines, or raise or Tower the linos. The work done by the power company shall not bo at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to ONCORE, and shall record action taken In each case. 4. The Contractor Is required to make arrangements with the ONCORE company for the temporary relocatlon or raising of high voltage ilnes at the Contractor's sole cast and expense. b. No person shall work within six feet of a high voltage line without protection having been taken as outlined In Paragraph (3). D- 17 BID QUANTITIES Bid cuantitias of the varlous Items In the proposal are for comparison only and may not reflect llie actual quantities. Thera Is no limit to which a bid item can be increasers or decreased. Contractor shall not be entitled to renegotiation of unJt prices regardless of titre final measured quantities. To the extent that O4-4.3 confllcts with this provislon, this provision controls. No claim will be considered for lost or anticipated profits based upon differences In estimated quantities versus actuaf quantities. D- IS CUTTING OF CONCRETE When existfng concrete Is cut, such cuts shall be made with a concrete saw. All sawing shall be subsldlary to the unit coat of the respective Item. 0.19 PROJECT DESIGNATION SIGN Project signs are required al all Jocations. it shall be In accordance with (lie attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The Englneer 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 rehabllltatton 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 colering on the barricades. Barricade signs shall be fn accordance with Figure 30, except that they shall be '1'-0" by 7-0" 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 11129,604 -'I I PARS' D - SPECIAL CONDITIONS Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsldlary cost of the project and no additional compensation vdJI 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 drive aya, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints wi(h 3000 psi concrete with rainforcing steal an a sand cushlon In accordance with City of !"art Worth TransporlatlonIPublia Works Department Standard Specifications for Construction, Item 504. At locatlons 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 instailed In accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutxing, backfill, concrete, forming materials and all other associated appurtenances required, shall be included In the square yard price of the bid item for concrete Mdewalk or driveway repair. D- 21 M I SCELLAN EOUS PLACEMENT OF MATERIAL Materiarl has been allocated under various bidItems In the Proposal to establlsh unit prices for miscellarieous placement of material. These materials shall be used only when directed by the FnginBer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used. maaswred to the nearest one -tenth unit. Payment for m1acellaneous 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 Where sgecilred on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backlIll on this project. The material shah conform to Public Works Standard Specifications far Street and Storm Drain Construction Division 2 Item 208,2 - Materlals and Division 2 Item 208.3 - Materials Sources. Trench backflli and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfilI in place shall be made at the unit price bits In the Proposal multipiled by the quantity of materlai used measured in accordance with E2-2.16 Measurement of 18ackfiil Materials, Construction Specifications, and General Contract Documents. D- 2 3 2:27 CONCRETE Transportation and Public Works Department typical sectlons for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2;27 Concrete as base repair. Since this call - out includes the word "concrete", the consistent interpretation of the Transportation and Public VVorks Department is that this ratio specltles two (2) sacks of cement per cubit: yard of concrete, D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION French excavatlon and backfill under parking lots, driveways, gravel surfaced roasts, within easements, and within existing or future R-O.W. shall be in accordance with Sections EI- Backfill and 172-2 Excavation and Barkflll of the General Contract PART 1)- SPECIAL CONDITIONS Documents and Speclficailons except as specified herein, 1. TRENCH EXCAVATION,, In accordance wlth 5ectlon E2-2 Excavation and Backfill, If the stated maximUrn trench widths are exceeded, either through acchdent or otherwise. and if the Engineer determines that the design loadings of the pipe wilt he exceeded, the Contractor will he required to support the pipe with are Improved troneh bottom. The expense of sucli refined[ah measures shall be entirely the Contractor's awn. All trenching oparations shaft be corifinad to the width of perrnanent rights -of -way, pofmanant easements, and any temporary conatrucIlon easements. All excavatlon shall be In strict compllance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BAC KFILL. Tronchas which Ile toutside of exlctIng or future pavement shalt be backflled above the top of the embedmenI rnatedsI wlth Type " " backfi11 material, Excavated material used for Type "C" backfi11 must be machanica€ly compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the RL 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 sails in all involved areas, with a map showing the location and depth of the various test toles. If excavated material Is obviously granular In nature, containing Iltile or no plastic materaa€, the Engineer may wafve the test report requirement, See E1- .3, Type " " or "D" Backfill, and E2-2.11 Trend Bockfll for add €tionaI requirements. Who Type r " back -fill material is not suitable, at the dlrectlon of the Engineer, Type "B" backtIli material shall be used. In cgenera1, all bacid 111 material for trenches In existing paved streets shall be in accordance with Elgure A. Sand material specified in Figure A shall be obtained from an approved source and shn11 consist of durable partic?es free of thin or elongated pleces, lumps of clay, sn1€, loam or vegetable matter and shall meet the following cgra[dat.lon: Less than '10% passing the #200 sieve P.I. = 10 or less Additionally, the crush ad IImes tone embedment gradation specified In Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced Mith the following: stove Size ill 1 Fir 3/8" -*.Retain 0-1 0 40-75 55-90 All ether provlsions of this section shall rernaln the sarne. 3. TRENCH COMPACTION: All trench backlilhl shall be placed in lifts per E2- .9 Sackfill. Trenches which lie outside existing or future pavernents shall be compacted to a m1nirnum of 90% S landard Proctor Density (A. S7,K D698) by mechanlcaI devices speciflcalfy designed for compaction or a combination of m athods subject to approval by the Englnaer. Trenches which lie under existing or future pavement shall be bacid11led per Fig Lire A with 95% Standard Proctor Density by mechanical devices spocifIca Ily designed for cornpaction cr a cornbInation of methads subject to ,approval by tha Engineer. BacM111 materlaI to be compacted as described above must be within -1--4% of Its opilmurn molsture content. The top two () feet of 111.2W04 -'l 3 PART D- SPECIAL CONDITIONS -- sewer line trenches and the top eigMean (18)1nchas of water Ilne may be rolled In with heavy equipmant tires, provided It is placed In lifts appropriate to the material being used and the ape ration can be performed without damage to the installed pipe. The City, at its aeon expense, will perform trench compaction tests per A. S.T.M. standards a all trench bac}sfil1. Any retesting raguIre d as a result of failure to compact the backfilI mated al to meet the standards will be at the expense of the Dontraclor and wlll be billed at tha commarcial rates as determined by the City. These soil density tests shall be performed at two () foot vertical intervals beginning at a level two {} feet above the tap of the installed pipe and continuing to the tap of the compaated backf ll at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety systern to the level of trench backfi11 to be tested, No extra compensation will be allowed for exposing the backtill layer to be tested or providing trench safety system for tests conducted by the City, 4. MEA UREMENT AND PAYMENT: A;I material, wKh the exce piton of Type "B" tankful, and tabor costs of excavation and backfllI will be Included In the price bid per linear foot of water and sewer pipe. Type "E" backfi11 shall be paid for at a pre -bid unit prl m of $15.00 per cubic yard. D- 25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2A9) FOR UTILITY CUTS The unit price bid under the appropriate bid Item of the proposal shall awar all cost for providing pavement repair equal to or superior in composil€on, thickness, etc., to existing pavement as detailed In the Public Works Department typical sections for Pavement and Trench Repalr for Utility Cuts, Figures 2000.1 through 900-3, The results of the street cares that were conducted on the project streets, to determine HMAC depths on exlsting streets, are provided In these specifications and contract documents. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minImurn of twelve (12) Inches outside the trench walls. The trench shall be backlilled and the top nine (9) inches shall be tilled wAh required materials as shown an paving details, compacted and level with the finished street surface. This finished grade shall be maintained In a serviceable condifian untli the paving has been replaced. All residentlal driveways sha11 be accessible at night and over weekends_ It has been determined by the Transportation and Public Works Department that the strip of existing HNfAC pavement between the existing gutter and the edge of the trench pavement repalr will not hold up if such strip of existing pavement is two () feet or less In width. Therefore, at the loraIIon s In the project where the trench wall Is three (3) feet or less from the tip of the existing gutter, the Contractor shall be required to remove the exlsting paving to such gutter, The pavement repel shall then be made from a minimum distance of twelve (12) inches outslde the trench wall nearest the center of the street to th he gutter line_ The pavement shall be replaced Within a maximum of live () working days. providing job placement cortd€tions will permit repaving. If paving conditlons are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Sectlon by the Contractor In conformance with Ordinance No, 34-49 andJor Ordinance No 792 to make utillty arts in the street, The Department of ErigincerIng will Inspect the paving repalr after construction. This permit requirement may be valved if work is being alone under a Performance Bond and Inspected by the Department of Engineering. 111,29104 S -14 PART D - SPECIAL CONDITIONS D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GFNERAL.This specification covers the trench safely requirements for all trench excavations exceeding depth of five (5) leet 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 safely plan shatl be specific for each water andfor sanitary sower IIna Include# in the project. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards. 28 OFR Part 1926, Sub -Part P - Excavatlonst are hereby made a part of this specification and shall be the minimurn governing requirements for trench safety. C. DEFINITION& 9. TRENCHES - A trench is referred to as a narrow excavation made below the qurface of the ground in which the depth is greater than the width, whare the width measured at the bottom Is not greater than fifteen (15) feet. BENCHING SYSTEM -Benching means excavating the sides of a trench to form one or e sarles of horizontal level or steps, usually with vertical or near-vertical surfaces betwean levels. . SLOPING SYSTEM - Sloping means excavating to farm sides of a trench that are incliner# 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 cars be either pre -manufactured or job -built in accordance w1th OSLiA standards_ 5, SHORING SYSTEM - Shoring rneans a structure such as a metal hydraullc., machantcal or limber system that supports the sides of a trench and which Is designed to prevent cave -iris. Shoring systems are generally comprised of cross -braces, vertical rails, (uprights), horizontal rails (water) and/or sheeting, D. MEASUREMENT - Trench depth Is the vertical measurement from the top of the existing ground to the bottom of embedment or hotlorn of a cavatlon. The quantity of trench safety systems sha11 be based on the linear foot arfimoun t of trench depth greater than five (5) feat. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materlals. equipment and Incidentals necessary for the instaiaatlon and removal of trench safety systems, A. GENERAL_ The Installation, replacement. and/or rehabllita#Ion of sanitary sewer manholes will be required as shown on the plans, anftr as described in these Speolal Contract Documents in addition to thosa located in the field and idonlified by the Englneer. All manholes shnII be In accordance with sections EI-14 Mate riais for Sanitary Sewer ManholesT 1 tla.9M4 SC-1 5 PART D - SPECIAL CONDITIONS Valve Vaults. Etc., and E2-14 Vault and Manhole Construction of the General Ooniraat Documents and Specif[cations, unless amended or suparseded by requirements of this Speclal Concilton. For new sewer Ilne installations, the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer Iines. The plugs shall not be removed until the applicable manhole complete with cane section has been constructed and the Ild installed to keep oUt debris as a result Gf additional cora9tructiI0n. 1. CONCRETE COLLARS. Concrete collars will to required on all manholes specified as per Figure 121. . WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole Inserts shall be installed in all Banitary sewer manholes_ inserts shall ha constructed in accordance with Fort Worth Water Department Standard E100-4 and sha11 be fitted and installed according to the manufacturer's recommendations. StaInleas Steel manhole Inserts shall be required for al pipe dlarneters 18" and greater, . LIFT HOLES: All lilt holes shall be plugged wllh a pre -cast concrete plug_ Tile lift bale shall be sealed on the oUtslde of the manhole with Rare-Nek or an approved equal sealant. The tlft hole shall be sealed on the inside of the manhole with quick seltIng cement grout. 4. FINAL RIM ELEVATIONS., S., Manhole rims In parkways, lawns and ether Improved lands shall be at an elevation not more than one (t) nor Tess than one-half (1/2) inch above the surrounding ground. Eackl'ill shall pmvide a uniform slope from the top of manhole casting ifor not less than three (3) fee 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 eratlre area regarded near the manhole_ Manholes In open fields, unimproved land, or drainage courses shalt be at an elevation shown on the drawings or minimum of 6 inches abova grade. 5, MANHOLE COVERS. All Ilds 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 rlm of the frame and shall have no larger than li&lrioh gap between the frame and cover. Bearing surfaces shall be machine finished. Locking rraanhole kids and frames will be restricted to Locations Athin the 100-year floodptain and areas specifically designated on the plans. Oertaln teed Ductile Iron Manhole Lids and Frames are acceptable for Use where lackIng lids are speclfied. 6. SHALLOW CONE MANHOLES: ShallOW maDhOle construction will be used when manhole depth is four (4) feel or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cons manholes shalt have a cast Iron lid and frame with pack slots. NOTE: MANHOLES PER FIGURE '106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS; No manhole steps are to be installed on any sanitary sewer manhole. S. EXTERIOR SURFACE COATING: Exterlor surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Eitumastic Super Service Black" Tnamec "46- 450 Heaver Traamecot," or equal to, a minimum or 14 mils dry film thickness. PART D , SPECIAL CONDITIONS 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 0-ring rubber gasket shall require Biturrmastic joint sealants as per I*igure M. This sealant shall be preformed and trowelabke Biturnestic as manufactured by Kent - Seal, Ram-Nelc, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross -sectional area or flat -tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The join sealer shad be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical act[on for elther Its adhesive properties or cohesive strength. The Jolla seater shall rernaln 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 preformed flexible joint sealant on concrete pipe and manhole sectlons; for a period of at least five years. B. EXECUTION: INSTALLATION ATION OF JOINTSEALANT: 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 fn the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Iris#all frames and cover over manhole apening wifh the bottom of the rings resting on BItumastic joint sealer. Frames and grade rings shall rest on two {} rows (inside and outside) of Bits Mastic Joint sealer. 2, SEALING ANDIOR 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 vertkcaI. Remove manhole frame from the manhole structure and observe the cond[flon of the frame and grade rings. Any frame or grade ring that is riot suitable for use as determined by the Engineer shall be replaced. Oracle rings that are constructed of brick, block materials other than pre -cast concrete rings, or where necessary and approved by the Engineer, shall ba 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 brlck or block manholes, replace the upper portion of the manhole to a paint 24 Inches below the frame. If the walls or cane sectlan below this level are structurally unsound, notify the Engineer prior to replacement of the grave rings and manhole frame. Exlstlncg brickwork, If darnaged by the Contractor, shall be ropfaced at the Contractor's expense, WI've brush manhafe frame and exposed m anhafe sfeaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick selting hydraulic cement to provide a smooth working surface. if We inside diarnoter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed_ .111a.1r 4 -17 PART D , SPECIAL CONDITIONS ,point surfaces between the frames, adjustment xtngs, and cone section shall be free of dirt, stones, debris and voids tv assure a watertight seal. Place flexible gasket joint material along the Inslde and outside edge of each joint, or use tro elable material in Ileu of pre -formed gasket material. Positron the butt joint of each Length of joint material on apposite sides of the manhole. No steel shims, wood, stones, or any material not spegfically accepted by the I�ngineer may be Used to obtain final sur-FaCe elevation of the manhole frarne. 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 wall conform to tha elope and finish elevaf€an of the paved surface. The top of the casting shall be 113 inch below the finished elevatlon. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURlrAGES. All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastle Super Service Black', Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry 51m thickness. 4. The exterior surface of all pre -cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 11 47nch thick coat of trowelable bitumast€c joint sealant from 6-Inches below to 6-In es above the joint The coated joint shall them be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. G. MEASUREMENT AND PAYMENT: The price bid for new manhole Irrstaliations shall include all labor, equipment, and materials necessary for construction of the manhole Including, but not 11mited to, 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 reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backflll, 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 bits for adjusting an€tlor sealing of existing manholes shall include all labor, equipment and matiarials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lift We sealing, and exterior surface coating. Payment for concrete collars will be nude per each. Payment far manhole Inserts will be made per each, D-28 SANITARY SEWER SERVICES Any reconrrsctlon, relacatlorr, re -mutes, replacement or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the fWd and Identified by the Engineer as aclive sewer taps. The service connections shall be constructed by the Contr2actGr utilizing standard factory manufactured tees. City approved factory manuFactured saddle taps may be used, but only as directed by the Engineer. The decislon to use saddle taps as opposed to tees shall be made on a case -icy -case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews wlth building owners and the Engineer In order that the work be perrormed in an expeciltous manner. A minimum of 24 hours advance noflee stall be gfvan when taps will be required. Severed service connectlons shall be maintained as specified In section C6-6.15. 1112alU4 -18 PART D - SPECIAL CONDITIONS D. SEWER SERVICE RECONNECTION, When sewer service reconnection Is called for the Contractor shall vertically adjust the existing sower service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to Ifne up with the service line and avo€d any horizontal adjustment. For open cut applications. all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Englneer. Sanitary sewer services on sewers being rehabilitated LEsing pipe enlargement methods shall be replaced to the properly or easement Ifne or as directed by the Engineer. Procedures listed Below for Sewer Service Replacement shall be adhered to for the Installation of any surer service line Including the Incidental four (4) foet of service line which is Included In the price bid for Sanitary Sewer Taps. Payment for work such as backcfill, saddles, tees, fittings incidental four (4) feet of service Ifne and all other associated appurtenances required shall be included in the price bid for Sanitary Sower Taps. E_ SEVVER 85RVIGE REPLACEMENT All bt6lding sewer services encountered during construction shall be adjusted andlor replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service Ifne Is in such condition ar adjustment necessitates the replacement of the sewer service Ifne, ail work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement, All sewer services shall be installed at a rnfni'murn of two {} percent slope or as approved by the Engineer. For situations Jnvolving sewer service re-routing, whether on public or private property, the City shall provide lino and grade for the sewer service lines as shown on the project plans. Prior to Instafllnrg the applicable sewer main or laterat and the necessary service Ilnes, the Contractor shall verify (by de -holing at the building clean -out) the elevations (shown an the plans) at the building clean -out and compare the data with the elevation at the proposed connection paint on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service reroute. All applicable sewer mains, laterals and affected service lines that are installed without pre -construction de - holing at the affected residences (to verify desfgn elovatfons) shall be removed and rapiaced as necessary at the Contractor's expense In the event grade conflicts are brought to light after de -holing is Wnducted. All elevation information obtained by the Contractor shall' be submitted to the Inspector. The Engineer shall be irnrnediately notified In the event that the two () percent m1nimum slope is not satisfied. It the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) Is satisfied. friar to backfUng. the Contractor shall double check the grade of the Installed service line and submit signed documentation verifying that the line has been installed as designed to tho Enginoor. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re- routes that are not Installed as designed or fall to rneet the City code sha11 be reirrstalied at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordanco with the City Plumbing Code, Connection to the existing sewer service Ifne shall be made with appropriate adapter flitin s. The fitting shall be a urethane or neoprene Coupling A.S.T.M. C-4 5 with series 300 stainless steel compression straps, The Contractor shyoII remove the existing clean -out and plug the abandoned sower service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize th8 services of a 11censed plumber for all sarvlce line work on private property. Perm It(s) must be aMail ned PART D - SPECIAL CONDITIONS from the City of fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fork Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engkneer prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon cornpletlon of the sandery sewer re-route. Payment for work and materials such as back ril1, removal of existing clean -outs, plugging the abandoned sewer service line, double checking the grade of the installed service Ilne, pipe fittings, surface restoration on privato property (to match existing), and all other associated work for service replacements in excess of four (4) Ilnear feet shall be Included In the linear foot price bid for sanitary sewer semIce Ilne replacement on private property or public right of way. Payment for all work and material involving the "tap" shaiJ be 'ncluded in the price bid For sanitary sewer service taps_ D- 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilitles will necessarily be required as shown an the plans, and/or described In these Special Contract DocurneMs In addition to those located In the Held and identified by the Engineer, This work shall be done In accordance with Section E2-1.5 Salvaging of Material and E -2.7 Removing PIpeT of the General Contract Documents and Specificat ens, unless amended or superseded by requlremonts of this Specdat 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 F EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault iid shall be removed and returned to the Water Department warehouse by the Contractor in accordance wIth Section E -1.5 Salvaging of Nlaterfats. The concrete vault shall be demolished in place to a point not less than 18 inches below Final grave. The concrete vault shall then be backfflled and compacted In accordance vulth baekfill method as speci#led in Section E -2.9 Backfill. Backfill material shall be suitable excavated material approved by the Englneer. Surface restoration shall he 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 Corttractor in accordance wlth Sectlon E -1.b Salvaging of Materials. The void shall be backfill'ad and compacted In accordance with backflll method as specified in Section 172-2.9 Backfili. Backfill material shall be suitable excavated material approved by the Enginear, Surface restoratlon shall he compatible with existing surrounding surface and grave. D. SALVAGE OF EXISTING GATE VALVE- Existing gate valve and valve box and list shall be removed and returned to the Water Department warehouse by the Contractor In accordance with Section -1.5 Salvaging of Materlals. The void area caused by the valve removal shall be bacisfilled and compacted In accordance wKh backfill method as specified In Sectlan E- _9 Backfill, Backflll material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible wish 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. �a S-0 — - - PART D - SPECIAL CONDITIONS C_ 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 thaln 18 Inches below final grade. Concrete ahaII then be us ad as bacidi11 material to match exist Ing grade. F. ABANDONMENT OF EXISTING. VAULTS: Vaults to be demolished in place shall have top slab and Jld rernoved and vault walls demolished to a paint not less than 18" below final grade. The void area caused shall then be backfilled and compacted In accordance wJ1h backflll method as specified in Section E - .g Backfill. Backfill rnaterral shall be suitable excavated material approved by the Engineer_ Surface restoration shall be compatible with the eAsUng 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 shalt ba removed to the top of the full barrel diameter section, or to paint not Less than 'f a inches below final grade. The structure shall then be backfille€i and compacted In accordance with backfili method as specified In Section E - .9 Backfill. Backfill material may be efther clean washed sand of clean, sulfable excavated materla l approved by the Englneer. Surface restoration shall be compatJbla with surrounding service surface, Payment for work involved in haGkfiiling, plugging of pipe(s) and all other appurtenances required, shall be included in tree appropriate bid Item - Abandon Existing Sewer Manhole. H. REMOVAL OFMANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure dlsccranected. The complete manhole, including top or core section, Al full barrel dlameter section, and base section shall be removed. The excavation shall €hen be backfilled and compacted in accordance with back€ill rriethod as speciCed in Section E - .9 Backfill, Backfill material may be with Type O Backfill or Type B Backfill, as approved by the Engineer. Surface restoration ,hall be compatible wlth surrounding surface. L CUTTING AND PLUGGING f XISTfN MAINS. At various locations on this project, it may be required to cut, plug, and dock existing water mains/services or sanitary sewer malns/services in order to abandon these lines. Cutting and plugging existing maims and/or services shall be considered as incidental and all costs Incurred will be considered to be included In the linear font bid price of the pipe, unless separate tren hing Is reyu[red. J. REMOVAL OF E I T[MG i'IPE: Where removal of the existing pipe is required, It shall be the Contractor's responslb€IIty to propedy dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shah be deliverer! to 1Wnter Department Flold Operation, Storage Yard. C. PAYMENT: Payment for all works and materlal involved in salva gIng, abandonlncg and/or removing existing racilities shall be included in the linear foot bld price of the p1pe, except as follows- separate payment will be made for removak of all fire hydrants. gate valves, 16 inch and lamer, and sanitary severer manholes, regardless of locatlorn. Payment will be made for salvagIncg, abandoning and/or removing all other existing facilities when said facility is not befng replaced in (lie same trench (.e., when reinoval requires a separate trench). L. ABANDONMENT ENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the C;ontTacter shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a PART D - SPECIAL CONDITIONS final determination that all existing service connections have been relocated to the new maln. Dace this determination lies been made, the existing mafn will be abandoned as Indicated above In Item 1, D- 30 DETECTABLE WARNING TAPE Detec#nble underground utility warning tapes which can be lorated from the surface by a pipe defector shall be Installed directly above rion-metallic water and sanitary surer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum #hickness 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 rninirnurn overall thickness of the tape shall be 5.5 mils, and the width shall not be less tha n two inches with a rninimum Lint weIght of 2"A pounds/1 inchll00'. The taps shall be color coded and imprinted with the message as follows: Type of JUtilif Ccior Code Water Safety Blue Sewer Safety Green Legends Cant€on€ Buried Water Line Below autlonl Burled Sewer Lire Below Installation of detectable tapes shall be per manufacluror's recommendatlons and shall be as close to the grade as is practJcal for optimum protection and detectabIII ty. Allow a minimum of 18 inches between the tape and the pipe. Payment For work such as backfili, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included In the unit price bid for the appropriate bid liem(s). D- 31 PIPE CLEANING Joints skull be wipad and than inspected for proper instaIlat€on by the inspectors. Each joint aha11 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 SPOILIFILL MATERIAL Prior to the disposing of any spoillfill 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 disuse of such materla? until the proposed sites have been determined by the Adminlstrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No_ 10056), All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain y0thout a permit. A floodplaln permit can be Issuers upon approval of necessary Engineering studJas. No fill permlt Is required if disposal sites are not In a floodp€aln. Appmval of the Contractor's disposal sites shall be ev;denced by a letter signed by the Adminkstrator stating that the site is not In a known flood plaint or by a flood Blain 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 spoillfilI material at a skte without a fill permit or a letter from time admInIstrator approving the disposal site, upon not] Flcatlon by the Director of Engineering Department, Contractor shall remove the spoil/fill material at Its expanse and dispose of such materials In accordance wilh the Ordinances of the City and this section. D- 33 MECHANICS AND MA`ii ERIALME N'S LIEN I U29104SC-22 PART T D- SPECIAL CONDITIONS The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D- 34 SUBSTITUTION The specifications for materials set out the minimum standard of quality, which the City biaileves necessary to procure a satisfactory project. No substitutlons will be permitted until the Contractor has received written permisslon of the Engineer to make a substitutlon for the material, which has been specif led. Where the term "or egrtai", or "or approved equal" is used, it Is understood that if a material, product, or plece of equipment bearing the name so used is furnished, It will be approvable, as the particular trace 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 uor equal", or "or approved equal' is not used in the specifications, this does not necessarily exclude aiternative items or material or equipment which may accomplish the intended purpose. However, €he Contractor shall have the full responsibility of proving that llle proposed substitution is, fn fact, equal, and the Engineer, as the repfesent€itive of the City, shall be the sofa Judge of the acceptability of substitutions. The provisions of this sub -serf an as related to "substitutions" shall be applicable to all sections of these specifications, D- 35 PRE -CONSTRUCTION TELEWSION INSPECTiON OF SANITARY SEWER A. GENERAL Prior to the reconstruction, ALL sections of oxisttng sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated {pipe enlargement, cured -In -place pipe. fold and form pipe, slip -line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equIprnent necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satlafactory precautions shall be taken to protect the sewer limes from damage that might be Inflicted by the Improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDRO LrEANING) EQUIPMENT- The high-velocll<y surer line cleaning equlprnent shall be constructed for easy and safe operations. The equipment shall also have a selection of two or more hfcdh-velocity nozzles. The nozzles shall be c2apable of producing a scouring action from 15 to 45 degrees in all size lines desicgnated to he cleaned. Equipment shall also Include a high -velocity gLin for washing and swuring manhole walls and floor. T#te gun spoil be capable of producing flows from a find spit V to a solid stream. Thv equipment shall carry Its own water tank. auxlllary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed In such a way that a port n of the darn may be collapsed at any time during tare cleaning operation to protect against flooding of the sower. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning bails or other equipment, which cannot be collapsed, is used, special precautions to prevent flcod,lng of the sewers and public or private property shad be taken. The flow of sewage present In the sewer lines small ire utilized to provide necessary fluid for hydraulic cleaning devices whenever possIble. CLEANING PROCEDURES., The designated sewer mnnholes shall he 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 sectian cannot be successfully performed from one manhole, the 1 11?104 -3 PART D - SPECIAL CONDITIONS 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 sectlon, it wlll be assumed that a major blockage ex{sts, and the cleaning offort shall be abandoned_ When add itlonaI qua WIties of water from rire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessadly. No fire hydrant shall be obstructed In case of a fine in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and recelve permission from the Water Department. The Contractor shall he responsible for a water meter and related charges for the setup, Including the water usage blil. All expenses shall he cons€dered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, {grease, and other solid or semtsolld material resulting from the cleaning operatlon 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, accumulation$ of sand In +t 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 ofterF Than al the end of each workday and d[sposed of at no add itlana] cast to the City. 5_ UNDER NO CIRCUMSTANCE SHALL SEWAGE OFF SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. S. TELEVISION INSPECTION EOU1PMENT: 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% humldlty conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quallty to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be mad for an unsatis€actory Inspection. 1.1E 4X01111101►0.. 1. TELEVISION INSPECTION: The camera shall be moved through the Ilne In either direction at a moderate rats, stopping when necessary to permll proper doourneritatlan of any sewer service taps. In on case wlll the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the televislon camera through the line, telephones or other suitable means of communications shall be sat up between the two manhohas of the sectlon being Inspected to ensure good communications between members of the crew. The Importance of _accurate__ distance_measurements is nmpha ized, All television inspection videotapes shall have a footage countor. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or PART D - SPECIAL CONDITIONS the like, which wGuld require Interpolation for depth of manhole, will not be allowed. Accuracy of the distance muter shall be checked by use of a walking meter, roll -a -tape, or other suitable dvvkce, and the accuracy shall be satisfactory to the Engireer, The City makes no guarantee that all of tine sanitary severs to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to he at the option of the Contractor. The oast of retrieving the Television camera, under all elrcurnstances, when it becomes lodged during Inspection, small be incidental to TalevIslon Inspactlan. 2. DOCUMENTATiON: Television Inspection togs. 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 addltton, other points of slgnlfic:ance such as locations of unusual conditions. roots, storm sewer 00nnectlons, broken pipe, presence of scale and corrosion, and other discernible features %r+lll ba 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 1110 television picture of problems shall be taken by the Contractor upon request of the Engineer, as lone as such photographing does not Interfere with the Contractor's operations. . 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 rnaxirnurn of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes, Tile Engineer will return tapes to the Contractor upon completlan of review. Tapes shall not be erased w1thout the permission of the Engineer. If the tapes are of such }poor quallty 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 taps 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 trines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES &HALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SACS. Upon completion of review of We tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sower are to be corrected. The Engineer will return tapes to the Contractor upon completion oil review. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the proposal, C. PAYMENT OF CLEANING AND FIRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Constructlon Cleaning and Television Inspection of sanitary sewers shall be per ilnear 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 I'u2€PU4 SC- 5 PART D - SPECIAL CONDITIONS the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dLimp site. Television inspection sha11 include necessary clean€ng (bydrauIII c jet or mechanical cleanar) to provide video image rewired for lime analysts. The primary purpose of cleaning is for television Inspection and rehab€lltatlon; when a portion Of a lInD 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 ba included in the bid price for T Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during Inspection. shaII be incldon tal to TV Inspection. The item shall also Include all costs of installing and maintaining any bypass pumping rewired to provide reliab, regular sewer service to [lie area residents. All bypass pumping shall be incidental to the project. D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES D. GENERAL. This item shall govern the vacuum testing of all newly constructed sanitary sewer manhafes. B, EXECUTION-, TEST PROCEDURE: Manholes shall be vacuum tasted prior to any Interior grouting with all connections In place. Lift holes shad be plugged, and all drop-mnnections and gas sealing conne r-dons shall be Installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed In the lines beyond the dmp-connectlons, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated to accardance with the manufacturer's recommendations, A vacuum of ten Inches of mercury (110"Hg) shall be drawn and the vacuum PUMP Witl bE turned Off. With the valve closed, the level of vacuum shall be read alter the required teat tune_ The required test time shall be determined from (he Table I below In accordance with ASTIR O'1 44-03, 'fable 1 MINIMUM TiME REQUIRED FOR VACUUM DROP OF 11" Hg ("t O"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec, 52 sec. Is, 45 sec, ba sec. 20' 50 sec, 65 sec. " 55 sec, 72 sec. 44 59 sec, 75 sec. 1V2s a - 6 PART D - SPECIAL CONDITIONS ' 64 sec, 85 sac. 8' 69 sec. 91 sec, 30, 74 seo. 98 seo. For Each 5 sec, 6 sec, Additional ' ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one -inch of mercury (V I-ig) after the required test time, Any manhole, which rafts to pass the Initial test, must be repaired by either pressure grauffng through the manhole wall or digging to expose the exterior wall of the manhole In order to Jocate the Peak and seal It with arr epoxy sealant. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to Its normal condition, aJl temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Englneer. C. i'AYMENT: Payment for vacuum testing of sanitary sewer manholes shall be pald at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all Incidentals, including all bypass pumping, required to completo the test as specIfled herein. 1D- 37 BYPASS PUMPING The Conlracter shalt bypass the sewage around the senior or sections. of sewer to be rehabilitated and/or replaced. The bypass small be made by piuggIng existing upstream manhole and pumping the sewage Into a downstream manhole or adjacent system or other method as may be apprmved by the Engineer, The pump and bypass fines shall be of adequate capacity and size to handis the flow without sawacde backup occurring to facilRlas connected to the sewer. R-ovislons 5ha11 be ma do at driveways and street crossings to permit safe vehfcuiar travel flhout interruptfncd flow in the bypass systern- Under no circumstances will the Contractor be permitted to discharge sewage Into the trenches. Payment shall be incidental to rehabltitation or replacement of lice sewer One. JD- 38 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEINER A. GENERAL After constructlon, ALL sections of sanitary sewer ilnes shall have a television Inspefiffon perforated by an independent sub -Contractor mired by the prime Contractor, Work shall consist of furnishing all labor, materlai, and equipment necessary for inspec#Ian of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the ;Gvver Linos fronn damage that miglit be inflicted by the improper use of cIeaning equfprnent. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection small be one specifically designed and constructed for such inspection. LfghtIng for the camera shall be operative to 100% hunildity conditions, The camera, teleAsion monitor, and other components of the vldeo system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatlsfaclory, equipment shall be removed and no payment wfll be made for an unsatisfactory Inspection. C. EXECUTION, PART D - SPECIAL CONDITIONS 1. TFL VI ION 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 rase w1I1 the televiston camera be pulled at a speed granter 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 documentalion shall be used to move the camera through the sewer fine. No more than 000 Iinear feet of pips will' be televised at one time tar review by the Engineer. When manually operated winches are used to pull the television camera through the Ilne, telephones or other suitable means of communications shalt he set up bet en the two manholes of the section being inspected to ensure good communicatlons between members of the crew. The _importance of accurate distance .measurements -Is emp.haslzed. All television Inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-awtape, 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 camwa. The methods used for ser-urIng passage of the camera are to be at the opfian of the Contractor. The cost or retrieving the Televislon camera, under all circumstances, when It becomes lodged during inspection. shall be incidental to Television inspection. Sanitary surer mains must be laced with enough water to till all law pints. The televlslon inspection must be clone immediately following the lacing of the maln with no water flow. If sewer Is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION., ENTATION. Television Inspection Logs: Printed location records shall be inept by the Contractor and will cleady show the location In relatlon to an adjacent manhele of each sewer service tap observed during Inspection. All televlsion logs shall be referenced to stationing as shown oo tine plans, A copy of these televislon 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 lakes 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 taps recording shall be to supply a visual and audlo record of problem areas of the fines 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 lnspectton and may he retalned a maximum of 30 calendar days. EgtJpment shall be provided to the City by the Contractor for review of the tapes. Tapes will be raturned to the Contractor upon completion of review by the Engineer, Tapes shall not be erased without the permission of the Engineer. 14izo,04 SC-28 PAIN D - SPECIAL CONDITIONS If the ta.pgs. are of such Poor quality. that the Engineer is unable to evaluate the condJtion of the sewer 11ne or to locate service_connections, the Contractor shall be required to re - televise re- televise and provide a good toe of the line at no additla al cost to the Cil . if a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televasfng this portion shall be made. Atso, no payment shall be made for portions of 11nes not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST -CONSTRUCTION TELEVl iON INSPECTION OF SANITARY SEWERS- The cast for post-Gonstruction Television Inspectlon of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer iMth tapes of a quality that the particular }piece of sewer can be readily evaluated as to sewer conditions and for provldlncg appropriate means for review of the tapes by the Engineer. Television inspeolion shall IncfUde necessary cteariing {hydraulic jet or mechanical cleaner) to provide video image required for lime analysts. The quantity of TV Inspection shall be measured as the total Iangth of now pipe installed, All costs associated with this work Shai1 be Included In the appropriate bid item - Post- Television Inspectlan, The item shall also Include all casts of installing and rmaintaining any bypass pur"Pincg regUired to provide reliable, regular sewer service to the area residents. All bypass pumping shall be fnddental to (lie project. D- 9 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at Its own expense, certifications by a private laboratory for all rnaterdals proposed to be used on [he project, Including a i-nfx design for any asphaltic and/or Portland cement concrete to be rased, and gradation analysis for sand and crushad stolla to be used along with the name of the pit from which the material was lateen, The contractor shall provide manufacturer's certifications for all manufactured items to be used ire [tie project and will bear any o pense re fated thereto- B. Tests of the design concrete rnIx shall be made by the contractor's laboratory at least 11fne 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. Ouallty control testing of in -place material on this project will be petformed by the olty at its own expense. Any retesting required as a result of failure of the material to meet protect specirications will be at the a per}se 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 rosponslbllily to furnish materlats and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and Branch safety system (if required) for the site to be tasted, and any Work effort Involved Is, daerned to be Included to the unit price for the item being tested, E. The Contractor shall provide a copy of the trip tfckat for each load of fill matarial delivered to the job site. The floket shall specify the name of [he pit supplying tho f€II material. PART D - SPECIAL CONDITIONS 1]440 TEMPORARY* EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN I ACRE) N. DESCRIPTION; This item shall consist of temporary soil erosion sediment and water pollutfan control measures deemed necessary by the Englnaer for the duratlon of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise dlrected by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by Ns construction operations. The temporary measures shall include dikes, darns, berms, sediment Basins, fiber mats, jute nattkng, temporary seeding, straw mulch, asphalt mulct}, plas0c liners, rubt)le IIncurs, baled- hay retards, dikes, stop€ drains and other devices. S. CON STRLiCTI0N REQUIREM ENTS:, The Engineer leas tha authority to define erodlble earth and the authority to Wit the surface area of erodible -earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible -earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-oentroi measLlr6S to prevent contamInat€on of adjaceflt streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may Involve the construction of temporary berms. dikes, dams, sediment basins, slope drains and use of temporary mulches. mats, seading, or other control devices or methods dlrected by the Englnear as necessary to control sail erosjDn. Temporary pollution -control measures shall be used to prevent or correct erosion that may develop during construction prior to Installatlon cf 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 barrow to be proportional to the CONTRACTOR'S capability and progress in keaping the fiulsh grading, mulching, seeding, and other such permanent pollution -control measures current in accordance with the accepted schedule. Should seasonal cond€tlons make such limitations unrealistic, temporary soli-erosfon-cc ntrol measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a m a n n a r that will minil mIze the amount of sediment entering streams. 3. Frequent fordings of Ilve 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 equ€prnent shall not be operated in live streams, 4. When worts areas or material sources are located In or adjacent to live streams, SLGII areas shall be separated from the stream by a dike ar 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 scream. 5_ All waterways shall be cleared as soon as practicable of false work, pNng, debris or other obstructions placed dudng constructlon operat Ions that are not a part of the fInishad workC 6_ The Contractor shall take sufficlent precauflons to prevent pollution of streams, cakes and reservoirs wlth fuels, oils, bitumen, calcium chloride or other harmful materlals. He shall conduct and schedule his operattans so as to avoid or rninlml� ze siltation of streams, lakes and reservolrs and to avoid Interference with movement of migratory fish. 11)29?V4 -30 PART D , SPECIAL CONDITIONS C. MEASUREMENT AND PAYMENT. All woric, matedals and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay wfli be given for this work. b- 41 INGRESS AND EGRESWOBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and aagross tc the property bring crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left acrosible at night, on weekends, and during holidays. The Contractor shall condUCt his activitles to minimize obstruction of access to drives and property during the progress of construction. Not1fication shall be made to an owner prior to his driveway being removed and/or rebuilt. D- 42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restated after completion of the work, to a condition equal to or better than exleted prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contr,actor's expense. TrImming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning wlthWt the property o ners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible w[th a tree wound dressing. By ordinance, the Contractor must oblaain a parmlt from the City Forester before any work (trimming, removal, or root prcining) can be doge on trees or shrubs growing on public property including street Rights -of -bays and designated allays. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be In compliance with pruning standards for Class II Pruning as described by the National Arborlst Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed US11Ig the Current formula foe Shade Tree Evacuation as defined by the Intamationai Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds clue the Contractor by the city. To prevent the spread of the Oak Wilt fungus, all wounds on i-Ive Oak and Red Oak trees shall be Immediately sealed rising a commercial pruning paint, No separaate payment will be ma do for any of the work involved for tliis Item and al costs Incurrod will Yee considered a subsidiary cost of the projeot, D. 43 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after oorrfpletion of his operatlons subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to pi us minas onP-tenth (0.1 ) a a foot, 0,44 CITY OF FOIST WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City. of Fart Worth Standard Product List, for The bid to be considered responsive. Products and processes listed In the "Clly of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technicai requirements. 1r 1rx/04 -- 1 PART D - SPECIAL CONDITIONS D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHIN This Item shall be performed In accordance with the City of Fart Worth Parks and Community Services Departrnant Specifications for Topsoil, Sodding and Sea ding, 1. TOPSOIL IDE SCRIPi#Old: This Item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rack and foreign material, in all parkways and medlars to the lines and grades as estaablished by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated maaterlals frorn streets which Is suitable for topsGII will be used In the parkways and medilans before any topsoil Is obtained from a borrow source. Topsoll material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsail shall be placed on parkway arms so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass In the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or In such areas as designated on the Drawings and in accordance With the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609, MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil Is fertile. Sod to be placed daring the darmant state of these grasses shall be alive and acceptable. Bermudas and Buffalo grass sod shall have a healthy, virile root system of dense, trickly matted roots ihroughout a two () Inch minimum thickness of native loll attached to the rants. St. Augustine grass sod shall have a healthy, Mlle root system of dense, thickly matted roots throughout a one (1) inch nninimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or cthar grasses and shall not contain any master deleterious to Its growth or which might affect Its subsistence or hardiness when Iransplanted. Sod to be placed between curb and waIR and on terraces shall be the same type grass as adjacent grass or existing Eawn. Dare shall he taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at this source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after It is excavated, CONSTRUCTION METHODS. After the designated areas have been completed to the Ilnes, grades, and cross-sectIc5s shown on the Drawings and as provided for in other items of the contract, sodding of The type specified shall be performed in accordance With the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Suffala or St. Augustine grass. r 2SV04 -3 PART D - SPECIAL CONDITIONS a. Spot Sodding Furrows parallel to the curb line or sidewalk hlnes, twelve (12) Inches on centers or to the dlrnension-s shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) Inch meters at proper depth so that the top of the sod shell not be more than one-half (11 ) Inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows_ The sail shall be firm around each bloat and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteon (15) to twenty -#lira (25) pounds per square inch cornpresslon. Hand tamping may be required on terraces. b_ Black Sodding. At locations on the Drawings or where directed, sod blacks shall be carefully placed on the prepared areas, The sod shall ba so placed that the entire designated area shaft be covered, and any voids left 1n the block sodding shall be fiIfed with additlonal sod and tamped. The entire sodded area shall be railed and tamped to form a th=Ughfy compact solid Grass. Surfaces of bloc}c sod, which, In the opinion of the Engineer, may slide duo to the height or slope of the surface or mature of the soil. shall,. upon direction of the Englneer, be pegged with wooden pegs driven through the sod block to the firm eorthti, sufficiently close to hold the block sod fIrmly In place. When necessary, the sanded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirk from planfang operatlons shall be spread uniformly over tha adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered Immediately after they are planted and shall be subsequently watered at such tirnes and in a manner and quantity directed by the Engineer LIMiI cc mplefian and f 1 n a I acceptance of tho project by the City of Fort forth. . SEEDING DE RIPTiON: "Seeding" will consist of preparing ground, provlding and planting caed or n mixture of seed of the kind speclfled along and across such areas as may be designatcd on the Drawings and In accordance with these Specificatlons. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seem Law. Seed furr}Ished shell be of the previous season's crop and the date of analysis shown an each tag shall be within nine (9) inonths of time of deliverer to the project. Each variety of seed shall be furnished and delivered in separate bags or contalners. A sample of each variety of seed shall be furnished for analysis and testIng when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination - Common PLIrlty GermInatlon PART T D - SPECIAL CONDITIONS ommora Bermuda Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% SOT Wastern Wheat9rass 95% 90% Buffalo Grass 1larletles Top Guru 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM -S EA ON SEEDF RATE (Ibs.); Pure Live Seed (PLS) Mlxturo for Slav or Tlght Boils Mixture for Sandy Soils Dates (Eastern Sections) (Western Sectlons) All Sections) Feb 1 Bermudagrass 40 Suffalograss 80 Bermudagrass 60 Ea Bufraiugrass 60 Barmudagrass 20 Buffalograss 40 May I Total: 100 Total, 100 Total: 100 Tatter 120. .(2)b TEMPORARY COOL -SEASON SEEDING RATE; (rlb,) pare Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western 1 heatgrass 50 May 1 Annual Rye 50 Total: 100 CONSTRUCTION METHODS- After the designated areas have been completed to the lines, grades, and cross -sections shown on the Drawings and as provided for in other Items of this Contract, seeding of the type specified shall be performed in accordance with the requirements heraeinafter described. a. Watering. Seeded areas shall be watered as directed by the EngIncer so as to prevent washing of the slopes or dlslod9ment of the seed. fa. Finishing. Where applicable, the shoulders, slopes, and dEl;chas shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and exlsting at the time planting operatlons were bagun. 13ROAD A T SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seers is by hand, rather than by mechanical methods, the seed shall be sown In Iwo dlrectlons at right angles to each other. Seed and fertlllzer shall be dIstrlbuted at the same tirne provided the specified uniform rate of applicatlon for both Is obtained. "Finishing" as specified in Section D-4 , Construction Methods, Is not appli ble since no seed bee! preparatlan Is required. DIS ED SEEDING: Soll over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) iriches and all particles in the seed bed shall be reduced to less than one (1) Inch In diameter or they shall be removed. The area shall then x 1J1st 5-34 PART D - SPECIE.. CONDITIONS be finished to lane and grade as specified under "Finishing" in Section D-45, Construction Methods. The seed, or seed mixture, specifled shall then be planted at the rate 1-equfred and the application shall be made uniformly. if the sowing of seed is by hand ralher than by mechanical methods, seed shall he raked or harrowed Into the soil to a depth of approximately one -eight (118) Inch. The planted area shall be rolled with a corrugated rolior of the "Cuttipacka�l type. All rolling of the slope areas small be on the contour. ASPHALT MULCHSEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, small be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) Inch in diameter, or they shall be rernoved. The area shall then be linishad to line and grade as specified under "Finishing" in Section D- 45, Construction Melhods. Water shO then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches Is thoroughly me] stoned. After the watering, when the ground has become sufficiently dry to be loose and p1lable, the seed, or seed mixture specified, shall then be planted at the rate required and the applfcatlon shall be made uniformly. If the sowing of seed is by hand, rather then mechanical methods, tho seed strait be sawn in two directlons. at right angles to each other. Seer) and fertiil7er may be distributed at the same Orne, provided the speafled unIforrn rate of applJcation for both is obtained. After plari#ing, the seed shall be raped or harrowed Into the sell to a depth of approximately one -quarter (114) Inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is Gompleted and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a m[nirmum of six (6) Inches in depth. The application of asphalt shad follow the last watering as rapidly as posslbie. Asphalt shad be of the type and grade as shown on the Drawings and shad conform to the requirements of ilia item 300. "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Prawfngs, cc If Drawings are not Included, [hen MS-2 small be used. Applications of the asphalt shall ba at a rate of three -tenths (0.3) gallons per square yard. It shall be applled to (he area in such a rnannor so that a complete film Is abtained and the finished surface siaaII be comparatively smooth. RE -SEEDING OF ARIAS PLANTED WITH COOL_ SEASONS SPECIES. Areas where temporary cool season species have been planted may be replanted beginning February 'I lth warm season species as listed fn Table 120, (2)a, The re -seeding will be achieved In the following manner. The cool season species shall' be mowed down to a freight of one (1) Inch to insure that slit -seeding equipment will be able In cut through the turf and achleve adequate loll penatralion. x Silt -seeding, is achleved through the use of an Implement which cuts a furrow (slit) In the soil and places the seed In the slIt which fs then pressed close with a cult packer wheel. 4. HYDi OMUL H SEEDiNG If hydro mulch seeding is provided. seed mix shall have 95% purity of Bermuda grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes_ PART D - SPECIAL CONDITIONS 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZED DF SCRIPTION: "Fertilizer" will consist of provOIng and distributing fertilizer over such areas as are designated on the Drawings and In accordance with these Specifications. MATERIALS. All fertilizer used shall be delivered In bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A petleted or granulated fertilizer shall be used with an analysis of 96- 0-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nilrogen, phosphoric acid, and potash nutrients respect[Vely as deterrrilned by the methods of the Association of Official Agricul€karal Chemists. Iri the event it is necessary to substitute a fertilizer of a different analysis, It shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS-. When an Stern for fertilizer is included In tha Drawings and proposal, polleted or granulated fertilizer shall be applied uniformly cwer the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in goad physical condition. Fertilizer that is powdered to calved will be rejected. Distribution of fertillzer as a particular itom of work shall meet the approval of the Engineer. Unless otherwise Indicated on the [drawings, fertilizer shall be applied uniformly at the average rate of three hundred (360) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from Morrow sources will be measured by the square yard in place on tho project site. Measurement will be made only on topsoils secured from borrow sourwa. Acceptable maktedal for "Sending" will be measured by the linear foot, complete in dace. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for"Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract unless and otherwise noted In the plans and bid documents to be paid for at the unit price bid for each I€em of work. Its prig snail be cull compefixsation for excavating (except as noted below). loading, haul[ng. placing and fumishing all labor, equipment, tools, supplies, and Incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile end place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and wJIl not be paid for directly, "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit prl per square yard" complete in piace, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all f 71�aO4 C-36 PART D - SPECIAL CONDITIONS Toiling and tarnping; for all waterlrig; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all In accordance with the Drawings and these Speclffcatlans. The work performed and materials furnished and measured as provided under °'Measurement" shall be pafd For at the unit price for "Seeding", or "'Sodding", of the type specifled, as the case may be, which price shall each be fait compensation For Fumishfng all materlals and for performing all operations necessary to complete the work accepted as follows, Fertilizer material and application will not be measured or paid for directly. but Is considered subsidiary to Sodding and Seeding. D- 46 CONFINED SPADE 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 eprlployees and subcontractors at all times during cons trtjclioo. Ali active sewer manholes, regardless of depth, are defined by OSi-iA, as rpermil; required confiner! spaces". Contractors shall submit are 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 SUBSTANTlAi_ CCMPLETION INSPECTIONJFINAL iNSPEOTiON 7. Prior to the f nol inspection being conducted for the prooject, the contractor shall contact the city inspector in writing when the entire project or a designated portlon of the project is substantially complete. S. The Inspector along with appropriate City staff and the City's consultant shall male all inspection of the substantlally completed work and prepare and submit to the contractor a list of itiams needing to be completed or corrected. 9. The contractor shall tape Immediate steps to rectify the listed defldencies and notify the owniar in writing when all the Items have been completed or corrected. 10, Payment for substantlal compietton Inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies, which are discovered at the time of final inspection. 11. Final inspection shall be in conformance with general condltIon Item "C - .18 Final Inspection" of i'ART C - GENERAL CONDITIONS. D- 48 EXCAVATiON NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 1, The Contractor small be responsible for takincd measures to rninfmize damage to tree limbs, tree trunks, and tree roots at each work site. AEI such measures shall be considered as Incidental work included in the Contract Un€t Price bid for oppiIca bfe pipe a structure Installatlon except for short tunneif itrae augering. . Any and all trees located within (lie equipment operating area at each work site shall, at the direclion of the Engineer, be protected by erecting a "snow fence" along the drip line or edge of tha true root system between tree and the canstruction area, } 1120104 - 7 PAIN D SPECIAL CONDITIONS 3. Contractor shall inspect each work site in advance and arrange to have any tree 11mbs pruned that might be damaged by equipment operations. The Engineer shall be notmed at least 24 hours prior to any tree trimming worm. No trimming want will be permitted within private property without written permission of the Owner. 4, NothIng shall be stand over the tree rout system within the drip line area of any tree. 5. Before excavation {cuff (lie roadway) within the drip line area of any free, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "Tort tunnel" method using Class 51 D.1. }pipe shall be utilized. 7. Except In areas where clearing Is allowed, all trees up to W in diameter damaged during construction shall be removed and replaced with the serve type and diameter tree at the cantra ctor's expanse, S. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilizatlen of the best agricultural practices and procedures. 9. Short tunneling shall consist of power aa`tagerfng or hand excavaflcm- The tunnel diameter shall not be lamer than 1-1/2 times the outside pipe diameter. holds rernalning after pipe Installation shall be pressure grouted. D- 49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerllne of the pipe for each pipe diameter indicated. The Contract Unit Price shall Include all costs associated with installation and reinforcement of tha concrete encasement. D- 50 CLAD` DAM Clay dam construction shall be performed In accordance with the Wastewater Clair Dam Construction. figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the My, Clair darns shall be keyed into undisturbed loll to make an Impervious barrier to reduce groundwater percolation through the plpellne 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 verlfying the locations of all existing utilities prior to construction, in accordance with Item D-6. At locatlons identified on the drawings, contractor sbeil conduct an exploratory excav'aflon (D-mole), to Locate and verify the location and elevation of the existing underground utility where it may be In potential contllct with a proposed facility alignment. The exploratory excavation shall be conducted prior to coristaruction of the entire project only at locatlans denoted on the plans or as directed by the engineer. Contractor shalt submit a report of findings (including surveyed elevations of existing confllctIng uflilties) to the City prior to the stark of constructlon of [tie 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 mudifications. { 1 4 -38 PART D - SPECIAL CONDITIONS The contractor shall make the necessary repairs at the explafatory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safely of the general public and to meet the approval of the City Inspector. The contractor shalt be liable for any and all damagas incurred due tc the exploratory excavation (D-Hole). Payment shall not be made for verlfleatlon of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations Identffled 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 workr shall be the unit price bid, No payment shall be made for exploratory a cavatfon(s) conducted after construction has begun. D- 52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride {PVC} Water 1131pe POLYVVYL Obbride Plastic Water Pipe and fittings bn this Project ;shall be In asocordance with the material standard contained In Ihie General Contract Documents. payment fo.r work such as backfiil, bedding, blocking, detectable tapes and all other associated appurtenant required, shalt ba included in the linear foot price bid of the appropriate BID ITEM(S). 5,2 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. N o separate payment will be made far any of the work involved for the Item and all costs Incurred will be considered to be Included In the Ilnear foot bfd price of the plpe or the bad price of the valve. 52.3 Type of Casing Pipe 1. WATER The casing pipe For open cut and bored or tunnalcd section shall be AWVVA - 00 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provislons of E1-15, E7-5 and El-9 in Materief Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal -tar protective coating In accordance with the requirements of Sec, 2.2 and related sections in AVVI+VA -203. Touch-up after field welds shall provide coating equal to those speeffled above. C. Mlnirnufn thickness for casing pipe used shall be 0.375 inch. Stainless Steel teasing Spacers (centering style) such as manufactured by Cascade Water arks Manufacturing Company or an approved equnI shall be used on al.1 non - concrete pipes when Installed In casing. Installation shall be as recommended by the Manufacturer. 2. SE'UVEIR: Boring used can this project shall be in accordance with the material standard El-15 and Construction standard E 2-15 as per Fig, I10 of the General Contract Documents. . PAYMENT - Payment for all materials, labor. equipment, excavation, concrete grout, b2acicfill, and inddentaal work ;shall he included In the unit price b[d pat fool. PART D - SPECIAL CONDITIONS 52.4 Tie -iris The Contractor shall be responsible for making tie -iris 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 dlfferen es In loca#lons and elevation of existing line tie-ins between the oontract drawings and what may be encountered In (he field shall be considered as lndrdental to construction. The cost of making tie-ins to existing water or sanitary saver males shall be included In tha [in earfoot bid price of tha pipe. 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, ronfiguratlan and angulatlon of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences In locations, elevation, configuration, and or angulatlon of existing lines between the contract drawings and ghat 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 coordfnated with [lie Engineer, and all efforts shall be made to keep this down time to a minlmum. In case of shutting down an existing main, the Contractor shall notify the Manager. Constructlen anrlces. Phone 871-7813, at least 4 -hours prior to the re€luIred shut down time, The Contractorts atten lon is directed to Paragraph 5-5.15 INTERRUPTION OF SERVICE, Page CE,5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor snarl notify the customer both personally and In writing as to the location, lime, and schedule of the service Interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipa site. 52.6 halve Cut -ins It may be rrecassary to cart-tn gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves In athor iines and putting consumers out of service for that period of t1me necessary to cut in the new Valve: the wark must be expedited to the utmost and all such cut -ins must be coordinated with the anginser In obarge of Inspection. All consumers shall be Individually advised prior to the shut out and advised of the approximate length of tirns they may be without service. Payment for work such as baekfill, bedding, fittings, blocking and all other assoclated appurtenants required, shall be included In the price of the appropriate bid items, 52.7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located In the field and identifred by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K capper water tubing, curb stops with lock wings, meter boxes, and if required approvad manufactured service branches. All materials used skull be as specified in the Material Standards (171- 17 & r=1-18) contained in the General Contract Documents. 11129104 SC-40 All water serv[cvs to be repiaced shall be lnstalled at a minimurn depth of 36 inches below final grade. Al existing 3/4-inch water service IInes which are to be replaced shall be replaced with 'I - inch Type K copper, I -inch diameter tap saddle when required, and 1-inch corporation frorn [lie mafn line to the meter hex. All servIces which are to be replaced or relocated shall be installed with the service attain tap and service line being in line with the service meter sinless otherwise directed by the Engineer. minimum of 24 hours advance notice shall be given when service interruption will be required as specified In Section 5-5.115 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for picicup by the Water Dopartrnent for recondlNon Ing or replacement. AFter 1nMai Iatlon of the wafer service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise d[reeled by the Engineor. All such work on the outlet side of the service meter sha11 be performed by a lice nsad plumber. 1. WATER SFRVICE REPLAGEMENT , Water service replacement or relocation is required when the existing service Is lead or is too shallow to avoid breakage during streat reconstruction. The contractor shall replace the existing service Ilne with Type K copper from the main to (lie meter, curb stop with lock wings. and carporatJon atop, Payment for all work and materlals such as backfill, fittings, type K copper tubing, Curb stop with lock wings, service line adjustment, and any relocation of up to 1-Inches from center line existing meter location to center line proposed meter location shall be included In the Linear Foot price bid for Copper Service Line from Main to five (5) feet behlnd Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service Installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included In the price bid for Service Taps to Main. 1, WATER SERVICE RECONNECTION: Water service reconnection Is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction- The contractor shall adjust the existing water service lfne as required for reconnection and furnish a new tap with corporation stop, The contractor will be paid for one ('I) SeMca Tap to Main for each service reconnected Pius for any copper service line used In excess of five () feet from Maffn to five (5) feet behind (he Meter. , WATER SERVICE METER AND METER BOX RELOCATIONS., Where the replacement and relocation of a water service and meter box Is required and (he location of the meter and meter box is moved more than Meive (12) inches, as measured from the center IIne of [lie exi.9ting motor to locatlan to the center 11ne of the proposed motor location, separate payment will be allowed for the relocation of service meter and meter box. Centerline Is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separa[eiy. Relocations mode along the contertine wJIJ be paid of in feet of copper service line. I r; C-41 PART D - SPECIAL CONDITIONS When relocation of service meter and meter box is required. payment for all work and materials such as basckfill, fittings, five (5) feet of type K copper service and ail materlaats, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other casts will be included In other appropriate bid itern(s). This Item wlti also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter wlli not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocatlon. 4. NEW SERVICE: When new services are required the contractor shall instatl tsp saddle (waken required), corporation stop, type K copper s-ervlce line, curb stop with lock wings, and meter box, Reknforced plastic meter boxes with cast iron lld shall be provided for all inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section EI-18A -- Reinforced Plastic Water Mate Boxes. Payment for alk work and materials such as baackflll, fittings, type K copper tubing, and curb stop with Cock wings shall be InCILdasd In the LJneaar Foot price bid for Service Une frorn Main to Meter five () feet behind the rmoter. Payment for all work and material's such as tap saddle, corporation stops, and rdtings shall be included in the price bid for Service Taps to Mains. Payment for all work and rmat,arials such as furnishing and setting new meter box shall be Included in the price Iiid for furnish and set meter box. 1, MULTIPLE SERVICE BRANCHES, When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and Installing the multlpiaa service bra nch only and all other cost wi11 be Included In ether appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SiNGLE SERVIGE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shrail be replaced viith one service line that Is applicable for the size of the existing SmIce meter and approved by tine Engineer_ Payment shall be made at the unit bld price In the appropriate bid itern(s). 52.8 2-Inch Temporary Service Line A. The -lash temporary service maln and 3/4-Inch service Ilnes shall be installed to provide ternperary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor skull be responsible for coordinating the schedule of the temporary service connections nand permanent service reconnections with the building owners and the Engineer in order thal the work be performed in an expect tlous manner. Severer water service must be reconnected within 2 hours of discontinuaanee of serviw_ A -Inch tapping saddle and 24nch carporaation stop or 2-inch gate vatvo with an appropriate fire hydrant adapter fitting shall ba required at the temporary service polnt of connection to the aty water supply, The -itch temporary service main and 3M-inch service lines stall be lnstaslled in accordance to the attached figures 1, 2 and 3. " 1112910 T -4 PART k' D - SPECIAL CONDITIONS temporary service line shall be cleaned and sterf lized by using chlorine g2s or chlorinated lime (HTH) prier to installation. The out -of -service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re -install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shelf have a minirmunn available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service al[owed, number of service taps and number of feed points. When the temporary service Is required for more than one location the 2-inch temporary service p1pes, 3/4-Inch service lines and the 2-inch meter shall be moved to the next successive project focation. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of terporary services and all other assoclated appurtenants rewired, shall be Included In the appropriate hid item. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lutes. Water used during construction for flushing new mains that cannot be metered from a hydrant will be esilmated as accurately as possible. At the pre-constructlon conference the contractor will advise the inspector of the number of meters that will be r«eeded along wf h the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After linstallatlon, the contractor will take full responsiblilty for the meters until such time as the contractor returns those meters to the inspector. Any damage to the melars wIli be the sole responsibility of the contractor, The Water Department Meter Shop will evaluate the condition of the meters upon return and If repalrs are needed the contractor will receive an Invoice for those repairs. The Issued meter is for this sper-itic project and location oniyf. Any water that the contractor may need for personal use WiR require a separate hydrant meter obtained by the Dontractor, at its cost, From the dater Department. 52.9 Purging and Sterilization of Wafter Lines Before being placed Into service all nearly oonstructed water lines shall be purged and sterlllzed In accordance wlth E2- 4 of the General Contmot Dowments and Specifications except as modified herain. The City will provide all water for INITIAL efeaning and stedlizatfon of water !hies. All materials for construction of the project, incfudIng appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated rime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (bg) PPM. The residual of free chlorine shall be measured after 24 hours and shad not be less than 10 parts per Million of Free chlorine. Chlorinated water shall be disposed of In the sanitary seiner system. Should a sanitary sower not be available, chlorinated water shall be "de -chlorinated" prior to disposal. Titre line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Ill2k} 11 -43 PART D - SPECIAL, CONDITIONS Purging and stedllzatlan of the water lines shall be considered as incidental to the project and all casts Incurred will be considered to be included In the linenr foot btd price of the pkpa. 52.10 Work Near Pressure Plane Boundaries ontractor shall take note that the water line to be replaced under this contract may cross or may be In close proximity to an existing pressure plane boundary. Care shall be takers to unsure all "pressure plane" valves installed era installed closed and no cross connections are made between pressure planes 2.11 Water 8amp ie Statlon GENERAL - All water sampling statism installatlans + III be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless othat iso directed by the Engineer. The approprlate water sampling statism will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the InstaIlation of the 3M-inch typa K capper service line vViiI be shall be included In the price laid far copper Service Lind from Main to Meter_ Payrneni for all work and materials necessary for the Installation tap saddle (if required), corporation stops, and fittings shall be Included in the price bld for Service Taps to main. Payment for all work and materials necessary for the installation of the sampling statlon, concrete support block, curb stop, fittings, and an Incidental 5-feet of type K copper service line which are required to provide a complete and functional water s2inpling station shale be Included in the prlce bid for later Sample Stations, PAYMENT FOR FIGURE 33 INSTALLATIONS- Payment for all work and materials necessary For the instaliation tap saddle, gate valve, and fittings shall be Included in the prlco bid for Service Taps to train. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fIttings. and all type K rapper service Ilne whith are required to provide a cornplate and functional water sampling station shall be included in the price bid for Water Sarnple Stations. 52.12 Ductile Iran and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Gast Iron Pipe, fittings, and Speclalc, Sub section E -7.11 Cast Iran Fittings: E2-7.91 DUCTILE -IRON AND GRAY- IRON FITTING . All ductile -iron and gray -iron fittings shall be fumishad w1th cement mortar lining as stated In Section EI-7. The price bid per ton of fittings shall be payment in fall for all fittings, joint accessories, polyethylene wrapping, horizontal concrete bloating, vertical tie -down concrete blocking, and concrete cradle necessary for construcl-lon as designed. All ductile -Iron and gray -iron fittings, valves and specials skull be wrapped with polyethylena wrapping conforming to Material Specification El-1 and Gonsiruction PART D - SPECIAL, CONDITIONS Specification E -t 3. Wrapping shall precede horizontal concrete blockIng, verlioal 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 wilII be allowed. Q- 53 SPRINKLING FOR DUST CONTROL All applicable provislons of Standard Specifications Item 200, " prinklIng for Dust Control" shall apply. However, no direct payment vYIIJ be made for this Jtem and It shall be considered to this contract. D- 54 DEWATERINC The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flaws 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 dewataring operotlon shall be conducted as approved by the Engineer. Ground water shall not he dischaijed into sanitary sewers. DewaterIng shall be considered as Incidental to a construction and all costs incurrod will be considered to be included in the project price. D- 55 TRENCH EX AVATIQN ON DEEP TREK C HES Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open evemight_ Contractor shall fill any trench the same clay of excavation. No extra payment shall be allowed For thIs special condlilon. D- 56 TREE PRUNING A. REF ERE LACES' NafionaI Arborist Assor-latIon"s "Pruning Standards for Shale Treeso, S. ROOT PRUNING EQUIPMENT 1, Vibratory I nJfe . Vermeer V-155ORC Root Pruner C. NATURAL UAL RESOURCES PROTECTION FENCE 3. Steel "T = Bar stakes, 6 feet Jong. 4, Smooth horse-Wira; '14-V2 gauge (medlum gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging. "Tundra" weight, International fluorescent orange or red color. B. OombJnation fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings, D. ROOT PRUNING .1-112Erc:r -4 PART D - SPECIAL CONDITIONS 7. Survey and stako location of root pruning trenches as shown on dra%Mngs. 3. Using the approved specIfied equipment, make a cut a minImum of 36 Inches leap In order to minimize damage to the undisturbed root zone. 9. Backf III and compact the trench immediately after trenching, 10. Place a 3-font vwlde by 4-inch deep cover of mulch over the trench as required by the Engineer_ 11. Within 24 hours, prune flush with ground and backfiiII any oxposed roots due to construction activity. Cover with wood chips of mulch In order to equalize soil temperature and minimize water loss due to evaporation. 12. Limit any grading work within conservatlan areas to 3-Inch maximum cut or fill, vilth no roots over 1-inch dIameter being cut unless cut by hand or cut by specifled methods, equipment and protection, E. MULCHING: Apply -inches to 4-1'nures of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D- 57 TREJE REMOVAL Trees to be removed shall be removed using applicable methods, Including stump and root ball removal, loading. Mauling and dumping. Extra caution shall be taken to not disrupt existing utillties both overhead and buried. The Contractor shall Immediately repair or replace any damage to utilities and private property Including, but not limIted to, water and sewer sarvio$s, pavement, fences, afis, sprinkler system piping, etc., at no cast to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed, D- 58 TEST HOLES The matter of subsurface expioration to ascertain the nature of the soils, including the amount of rock, of any, through which this pipaline installation is to be made is [lie responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition, Whether prospeclive bldders perform this subsurface exploration jointly or Independently, and whether they make such determination by the use of test hales or other means. shall be left to the discretion of such prospective bidders. If test borings have been mane and are provided for bidder's information, at the locations shown on the logs of borings Ire the appendix of this specification, it is expressly declared that neither the Clty nor the Engineer guarantees the accuracy for the information or that the material encountered In ecavaitons Is the same, either in character, location, or elevatlon, as shown on the boring lags. It shall be the responsibility of the bidder to make such subsurface investigatlons, as lie deerns necessary to determine the nature of the rnatedal 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 goology of the site. The cast of all rock reineval and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. PART D - SPECIAL CONDITIONS D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURENG CONSTRUCTION Prior to beginning construction on any block In the project, the contractor shall, on a block by block basis, prepare and dellver a notice or flyer of tote pending construction to the front door of each residence or business that will be Impacted by construction. The notice shall be prepared as follows: The notification notfca or flyer shall be pasted seven (7) days Prior to beginning any construct€on activity on each block In the project area. The flyer shall be prepared on the Contractor's letterhead and shall Include the following infarmat€an: blame of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the narne of the City's inspector and his phone number and the ity's after-hours phone number. A4 sample of the 'pre -construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. ire addition, a copy of the flyer shall be delivered to the My Inspector for his review prior to baing distributed. The contractor will not be allowed to begin construction on any black until the flyer is delivered to all residents of the block. In the event ft becomes necessary to temporarily shut down water service to residents or businesses daring construction, the contractor shall prepare and deliver a natice or flyer of the pending Interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyer shall be posted twenty-four � 4) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information; Dame of the project, DOE number, the data of the interruption of service, the parlod the interruption Will take place, the name of the contractor's foreman and his phone number and the name of the ity's inspector and his phone number. A sampte of the temporary water service interruption notification is attached. A copy of the temporary Interruption notlfication shall be delivered to the inspector for his review }prior to being distrlbutod. The contractor shalt not be permitted to proceed with Interruption of water service until the flyer has been delivered to ail affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Construction office at (817) 87 11-8306, All work Involved with the notification flyer's shall be considered subsidlary to the contract price and no additional cornpensetlan small be made. D- 80 TRAFFIC BUTTONS The removal and replacement of traffic buttons is €he responsibility of €he contractor and shall be considered a subsidiary Item. In the event that the contractor prefers for the SlgnaIs, S€gns and Markings Division (8 S M ly) of the TransportationIPLrbIio Vhlorks Department to Install €he markings, the contractor small contact SSM D at (817) 871-8770 and shall reImburse SS MD for a1i costs incurred, both labor and material. No additional cornpensaflan shall be made to the contractor for this reimbursement. 1 {r2 air 5 -47 PART D - SPECIAL CONDITIONS D- 69 SANITARY SEWER SERVICE DLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall Install a two- way service cleanout as shown In the attached detall. Cleanouts are to be installed out of high traffic areas such as driveways, streets, sldawalks, etc. whenever possible. When it is riot possible, the cleariout stack and cap shall be oast iron. Payment for all work and materials ne rssary for the installation of the two-way service cleanout hlch are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service Cleanouls. D- 62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backilll and compaction us€ng a minimum of -inches of hot mix asphalt over a minimum of 6-Inches of compacted flex base. The existing asphalt shall ire saw cut to provide a uniform edge and the entire width and length of ilhe temporary repalr shall be rolled with a steel asphalt roller to provide smooth rldeabllity ark the street as well as provide a smooth transition between the existing pavement and the temporary ropalr. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving retractor has mobilized. The paving contractor shall assume maintenance resporrstblility upon such mobilization. No additional compensation shall be made for mairdaining the temporary pavement. D- 63 COidSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or ot#aer customary method of rnark] ngs as may be found consistent with professional practice, establishing 1:1ne and grades for roadway and utility construction, and canterlines and benchmarks for bridgework. These stakes shall be set soIficiently In advance to avoid daIay wheriever practical. One set of stakes sha11 be set for ail utliity constructiork {water, saritary sewer, drainega etc.}, and one sat of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving. It. shall be the so€e re s ponsib H Ity of tha G ontraictor to preserve, maintain, transfer, etc,. all stakes furnished until completion of the construction phase of the project for which they were fornishad. If the Cityr or its agent determines that a sutficlenI nurnber of stakes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the worts contracted for in the ontrect Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by are individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of rep lace men1. of co ns-tructic n stakes will ba accepted. and time wl11 caritinue to be charged In accordance with the CGntracl Documents. D- 64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, rlght-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 construct€on activity is accessary on City owned facilities. such as sewer lines or 111129104 C-48 PART D , SPECIAL CONDITIONS manholes. for locations where the City was unable to obtain the easement or right -of -entry, it shalJ be the Contractor's responsibllity to obtain the agreement prior to begifirling work on subject }property. 'mis shall be subsidiary to the contract. The agreements, whJch the City has obtained, are available to lire Contractor for review by contacting the plans desk at the Department: of Engineering, City of Fort Worth. Also, it shall be the responslblilty of the Contractor to obtain written permission frarn property owners to perform such work as clearaout repair and sewer service replacement an private property. Contractor shall adhere to all requirements of Paragraph C6- .10 of the General Contract Documents. The Contractor's attention Is dIre cted to the aggreemont terms along with any special condrtlons that may have been Imposed on these agreements, by the property owners. The easements and/or private property skull be cleaned up after use and restored to its orlglnal condition or better. in event additional work room is required by the Contractor, it shall be the Contractor's responstbIllty to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be ailowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits rewired for construclion of this project. The Contractor shall be responsible for aia ilj+�re �te�ui � G:- «vim Ff.r:-5:_�__.-.. _._ �rl�J� i'a�si#Ci��a:ric� complying ViIh all provisions of such permits, including obtaining the requisite Insurance, and shall pay any and all costs associated With or required by the perrnit(s). it is the Contractor's responsibility to provide the required flagmen and/or provide payrnent to file appropriate railfoadlagency for al flagrrten during construction in raliroadlagenay. rJtyt -of-way. For railroad perrrIts art all rklrv�kc� irisr.rrrfarr� €sts t�knd:any°otlir;irir icfentai :cis#s he.sry .f rn'�i°iC�ftlOr k5+r550C1{ C�.'Nkti k l{1ri nil {s } c:o� i it}lir�rrc:° iriclsi{lirkg payri rent for; la�jrT� � , sti all i r?.:.��ik it i :l l.h w� bid. item �ric;e-for_kitr�'irtc� under_,tlie -ajIroa:L: No:.additi��i�� n... ..t ...... — --. - - - byn-iPr:ii err€11 Ise allov� Et -.for tI i{;,ilfkr'�t; D- 65 PRE -CONSTRUCTION NEIGHBORHOOD MEETING After the pre -construction conference has been heid but before construction Is allowed to begin an this project a public meeting will be held at a location to be determined by the Engineer. The contractor, Inspector, and project manager shall meet with ail affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting Withln the two weeks following the pre -cony ,tructton conference but in no case will construction be allowed to begin until this meeting is held. 0- 66 WAGE RATES Compliance vvlth and Enforcement of Prevailing Wage laws Duly to pay Prevailing Wage Rates. Tha contractor small comply with all requfremonIs of Chapter 2258, Texas Government Code (Chapter 22 58), including the payment of not lass than the ra(as determined b the City Council of the City of Fort Worthy to be the prevailing wage rates in accordance wlth Chapter 2258. Such prevailing wage rates are included In these contract documents. Penalty for Violation. A cont ractor or any subcontractor who does not pay the prevailing wage shall, upon demand matte by the City. pay to the City $60 for ear h worker erriployed fof each caieridar day or part of the day that the worker is paid less than the prevailing wage rates stipulaled In these contract 71129104 C-4 9 PART D - SPECIAL CONDITIONS docrlrnents. This penalty shall be retained by the City to offset its adminlstrativa costs, pursuant to Texas Government Code 2258,023, Complaints _of_ViolatIons. and Ci!y Determination of Good Cause. On receipt of Information, including a complaint by a worker, conceming an alleged violation of 2258.023, Texas 0ovemment Code, by a contractor or subcontractor, the City shall make an initial determinalion, before the 31st day after the date the City receives the €nformat€on, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of Its initial determination. Upon the City's determination that #Mere js good cause to believe the contractor or subcontractor has violated Chapter 2258. the City shall retain the full amounts claimed try the claimant or claimants as the difference between wages paid and Wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitrallon_Reguired if Violation idot Resolved. n Issue relating to an alfeged violation of Secilon 2258,023. Texas Government Code, Including a penalty awed to the City or an affected worker, shall be submitted to binding arbitration In accordance with the Texas General Arbitration Act (Article 224 et seq,, Devised Statutes) If the contractor or subcontractor and any affected worker do not resolve the Issue by agreement before the 15th day after the date the City makes its Initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appo€nt an arbitrator on tha petition of any of the persons, The Clty Is ndt a party In the arbitratton, The dedslon and award of the arbitrator is final and binding on all parties and may be enforced In any rotirt of competent jurisdiction. Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the data of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by tha contractor in the construction of the work provided for In this contract, and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this Inspection, Pav E-tirnates_ With aach partial payment estimate or pay rolI perled, willc;hever Is less, the oontractor shall submit an affjdavlt stating that the contractor has complied with the requlraments of Chapter 258, Texas Government Code. Posting of VVa a Rate . The coni;ractar shall post the prevallin - wage [^fes in a conspicuous place at the site of the project at all times. Subcontractor Compliarice. The contractor shall Include in Its subcontracts and/or shall otherwise require all of its subcontractors to corn ply with paragraphs (a) through (g) above, (Wage rates are attached at the end of this section.) (Attached) PART S" D - SPECIAL CONDITIONS D- 67 REMOVAL AND DISPOSAL 4F ASBESTOS CEMENT PIPE A. It Is the intent of the City of port forth to comply w1th the requirements of the Asbestos National Emissions Standards for Hazardous Air pollutants (NESHAP) found at 40 CFR Part 61, Subpart M. This specIfIcation will establish procedures to be used by all Exceva#ors in (lie removal and disposal of asbestos cement pipe (ADP) in compliance with NESHAP. Nothing In this specification shall be construed to void any provision at a Contract or offer Ia , ordinance, regUlatlon or policy whose requfrements are more Wngant. 8, A P Is defined under NESHAP as a Category II, non-frfable material In its intact state but which may became friable upon removal, demolition and/or disposal. Consequently, If the removal/ disposal process renters the ACID friable, It Is regulated under the disposal requirements of 40 CFR 61.150, A NESHAP notification must be find with the Texas Department of Health, The notification must be filed at least ten days prior to removal of the material. If It remains in its non - friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste, 'rhe Environmental Protection Agency (EPA) defines friable as material, when dry, Which may be crumbled, pulvarized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the IdentlfiCation and proper handling, transportation, and disposal of the matorlal. Therefore, It is the Policy of the City of Pork Worth that the Excavator is the Generator regardless of whether the pipe is friable or not, D. 1t Is the Intent of the pity of Fort North that all ACC shall be removed in such careful and prudent manner that It remains Intact and does not become friable. The Excavator Is responsible to employ those means, metheds, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbastos Standard is the respcnsibiifty of the Excavator, The Ofty of Fort Worth assumes no responsibility for compliance programs, which are the responsibllity of the Excavator. (Copy of farms attached) F. The removal and disposal of A P shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on tha project plans or contract documents. 0-66 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 7 ACRE) PERMIT: As defined by Texas Commission on Environrneniai Quality (T EQ) regulat'fons, a Texas Pollutant Discharge Elimination System (TPDES) General CGnstructfon Permit Is required for all construction activftles that result in the distLilbarice of one to five acres (Small Construction Activity) cr five or more acres of total land (La rga Cons tructlon Activity). Th9 con Ira ctor is d8rined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can bet obtained through the Internet at fittp;l{ vvw,tnrcc.steto.tx.ustpormittirigtwater permlwwpermiconstruct,htmi. S a I I stabilization and structural practices have been selected and designed in acoordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for ConstruGfion Activities (8MP Manual), This manual can PART D - SPECIAL CONDITIONS be obtained through the Internet at wvvw.df stormwater.comlrunof€.htmt. Not all of the structural controls discussed In tha 13MP ManuaI wl11 necassarily apply to this project, Bast Manag amenI Practices are constructlon management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in min1mum sentiment retentlan of not lass than 70%. N07 E OF INTENT. f 01). If the project will result in a total land disturbance equal to or greater than 5 acres. the contractor shall sign at the pro -construction meetlncg a TCEQ Notice of Intent (NO1) form prepared by the engineer. It serves as a not Iflcaflan to the TCEQ of construction activity as well as a commitment that the contractor understands the requiroments of the permit for storm water discharges from construction activities and that muasuFes will be takers to implement and maintain storm water pollution prevention at the site. The N01 shall be submitted to the TC E0 at least 48 hours prior to the contractor moving on site anti shall Inciuda the required 100 application fee, The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; M - 28 P,O. Box 13087 Austin, TX 78711-3087 A copy of the N01 scull be seat to: City of Fort Worth Department of Environmental Management 50O0 MLK Freeway Fort Worth, TIC 76119 NOTICE OF TER MINAT10N. (NpTI: For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Terminatlon (NOT) form prepared by the engInaer. It serves as a notice that the site is no longer subject to the requIremen I of the permit. The NOT should be mailed to: Texas Commission on Environmental Quallty Storm Water & General Permits Team; t -228 P.O. Box 13087 Austin. TX 78711-8087 STORM WATER POLLUTION PREVENTIO PLAN SVVP : A document conslsting of an erosion control and toxic waste management plan and a narrative deflning site parameters and techniques to be employed to reduce the release of sediment and pollution From the construction site. Five of the project SWPPP's are available for vlewing at tine plans desk of the Departrnant of Engineering. The selected Contractor shall be provided with three copies of the 8VVPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality, LARGE CON STRU CTION ACM I` Y -- DISTURBED AREA EQUAL TD DID GREATER T HAN 5 ACRES: A Notice of Intent (N01) farm shall be completed and submitted to the TCEQ Including payment of the TCEQ required fire. Aw SWPPP that maets all TCEQ requirements {prepared by the Enghleer shall be prepared and implemented at least 46 hours before the commencement of construction activities. The SVVPPP shall be Incorporated into in the contract documents. The contractor shall submit a schedule for imp] ementatic n of the SW PPP. Deviations from the plan 1 Q4516o4 SC-5 PART D - SPECIAL CONDITIONS must be submitted to the engineer for approval. The SV+lPPP is not warranted to meet ail tha conditions of the permit since The actual construction activities may vary from those anticipated during the preparation of the SVVPPP. Modificatlons may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SVVPPP at the canstructlon alto. Any alterations to the SWPPP proposed by the contractor mUsI be prepared and submitted by the contractor to the engineor for review and approval. A notice of Term inat[on (NOT) form shall be submitted within 3n days after final stabilization has been achieved on all portions of the site that is the responsibility of the pw-mlttee, or, when another permitted operator assumes control over all areas of the site that have not been finatly stabilized. SMALL CONSTRUCTION A TiV#TY - DISTURBED AREA EQUAL TO OR GRI.AT'ER THAN ONE ACRE BUT LES S THAN FIVE ACRE: Submission of a NOi form Is Pat requjred. However, a T EG Site hlatJce form rnust be completed and posted at the site. A copy of the corn pieted Site Notice must be sent to the Qty of Fort Worth Department of Environmental Managarnent at the address listed above. A SWPPP, prepared as described above, shall be Implemented at least 48 hours before the commencement of wnstruc#ion activities. The SWPPP must include descriptions of control measures necessary to prevent and control sail aroslon, sad lmentation and water pollution and will be included in the non(ract documents. Tile control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may Include, but not be Ilrnited to, slit fencers, straw bale dikes, ruck berms, dIversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, Inlet protection, stabilized construction antrances, seeding, sodd[ng, muich[ng, loll retention blankets, Or other structural or non-structural storm water pollutlon controls. The method of control shall result In a minimum sediment retention of 70% as defined by the NCT OG "BMP Manual." Deviations from the proposed control measures must be submitted to the englnoer for approval. PAYMENT FOR SVVPPP IMPLEMENT.AT{ON: Payment shall be made par lump sum as shown on the proposal as full compensation For all items contained in the project SWIPPP. D-69 COORDINATION WITH THE CITY"S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEM it Ia theContractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the Oity's representative. The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project_ fn 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 activityr through thta appropriate City representative, The Contractor shall not operate water IIne valves of exlsthig water system. Failure to comply J[I render the Contractor in violation of Texas Penal Code TIda 7, 0hapter 28.0 (C riminoI Mischief and the Contractor will be prosecuted to the full extent of the law. in add[#ion, Ilie Contraf.tor will assume ail IJabilJties and responsibi[itles as a result of th sa actlons. The C Ityr reserves lha right to require any pre-qua lifiad oontractor who is the apparenI Iow bidders) for a project to submit such addItIonel Information as the City, In sole discretion may regwire, including but not Iimited to Pranpower and equipment rocord s, information about key personnel to be assigned to the project, and construction schedule, to assist the 0. ty.,lin evalua#ink and assesing the ability of the apparent Iav bid der() to deliver a quJflt prod ,fit and-- successfullycramplete projects for the amount bid within the stl ulafed time irarr�e' BrRsed pro SO-5 PAIN D - SPECIAL. CONDITIONS the City's assessment of the submitted information, a recommendation regardfng the award of a contract wl11 be tnado to the City Council. Fallure to su1)mlt the additional Information 1f requested mayr be grounds for rejecting the apparent tow bidder as non -responsive_ Affected contra ctcrs will be notified its writing of a recommendation to the City CGUncll, D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time Is of the essence In the comptation of this contract. In order to insure that the contractor Is responsive when notlfiecl of un satl s In Gtory performance aridlor of failure to rnaaintaln the contract a chedule, the following proce s shall be applicable. The work progress on all construction projects wiiI be closely monItored. on a bi-monthly basis the percentage of work completed will be cnmp@red to the percentaga of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time all lowed by 20 a or more (exarnpie: 10% of the work completed in 30% of the stated contract time as may be amended by Change order), the fallowing proactive measures will be taken- 1. A letter wJH be malled to the contractor by certlfied 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 recelivas Such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed withln the contract time. _ The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will ba made aware of the situation. If necessary, the City Managaes Office and the appropriate city council members may also be informed, 3. Any notice that may, irs the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public inforrnatlon Officer. 4, Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. Tile Englneering Department's Pub5c Information Officer will, Ef necessary, then forwaard updated notices to the interested individuals, 5, If the contractor faails to provide are acceptable schedule or fails to perform satlsfactodlyr a second time prior to the completion of the contract, the bonding company will be notified appropriately. 0-72 AIR POLLUT1014 WATCH DAYS The Contractor shall be required to observe the following guidelines relating to working on CRY construction sites on days designated as "AIR POLLUTION WATCH DAPS". Ty+pically, the OZON E SEASOK within the Metroplex area, funs from May 4 . through OCTOBER 31, with 6 00 axn, - 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 O ONE FORMATI0N. , P;r2VI St-54 PART D - SPECIAL CONDITIONS The Texas Commission on Environmental Quality (T EQ). in coordination with the rational Weather Service, will issue Ilia Air Pollution 1Natch by 3,00 p.m. on tha afternoon prior to tha WATC11 day. On designated Air Pollution Watch Days, the Contractor shall hear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shaft not begin work until 10:00 a.m. whenever constructon 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 rnutorized equipment is lass Ilia i hour, or it equipment is new a nd certiflod by EPA as "Low Emitting", or equipment burns Ultra Law Sulfur Drexel (UL ID), dlesel emulsions, or alternative fuels such as C N . If the Contractor is UnaNa to pwforrn continuous work for a parlad of 01 feast seven haurs between the h0Mr~s of 7:00 a.M. - 6:00 p.m,, on a designated Air Poll utlon Watch Day, that day will ba considered as a weather day and added onto the alloweble weather clays of a given month. I1MAM;I.:t;1+1:11i11:I=14alp,]Millia40UIFitIMAIIII%2:a1iM9—:04003M A fee for street use permits is In effect. In addition, a separate fee for re -Inspections for parkway construction, such as driveways, sidewalks. etc.. will be roquiaed. The fees are as foltms: 1. The street permit fee Is $50.00 per permit with payment due at the time of permit application. . A re-inspact lof� fee of $ 5.00 will be assessed when work far which an ins peef[on called for is incomplete. Payment is due prior to the City performing re -inspection. Payment by the contractor for all street use permits an re-1nspectlans shall be considered subsidlary to the contract cost and no additlonal compensatlon shall be made. PART D i SPECIAL CONDITIONS FoR'T-WORTH' . Date : NOTICE - �` I�I'�'IP Y I WATER:. -S , ME 'ro, UTILITY N'MPROVE ENT . IN ' ATH SEUVI(_°I�WILL 131E I.�IY'R'URRUPTE 01' -(C0 T A FORS ���'Eli�Il��.l'END. NTH ��'FI�:�'i'I�[�.�IEiv�J1VIl�FR)' L_' I - ' II. i_.. .-{: i :. y� � + •. t.. - 14 +' " I. �_ "�y , I : ::' - �:I . ._., : _;I ..`I� ILL ''7.'',l4 ��l�L1L ■T'��yT ■I-1 �y�r�yy �/F�� NM ■J-lI{�{�� �;1�r11■T■ �T■ � �x l� Vy� /1� y�.y+{#e l■1T��� iLL}J it w V Vf + .*.ili i1A:l 4+P, T T rLL E AS HOlUr A ■ Y 1�L �aLE. 1 J1'i"1NOU, r.w. .r# '�ii ,T I _�f.7��._i Ily;�.. -i ; !1,'- 1 5,1i r5' r. If fJll f rT. l� _ I .i._•-JC5 {. � frr ��III '� PART D - SPECIAL CONDITIONS fF— TEXAS IDEPARTM ENT OF RMTH MMOUTION i nNovAtioik: NOT*'10ATION F6 RM Ndrik ciRm.E ft-F=ms Tj.ukT ARY- AmEN D�ED T -D H TDH WounaD Numba. SAW pa r-rDk Lk� ... , 5a Wnb& 're4*40-nAli N ESMAP 1ndkWV: 73 me01. .. U... pa d. r4 M. "V4 for HID,13 uflRumtroirlao 644N6 04 W�Vrimim ih ong PrOVL _Office Phani.3 WenMef I TDH Licama Numberl_ Ph9r0 Numbori ) I UR "M VD h-UlldlnO and Tito -6010b 4ddk4p$ for ftl Cu wAl he i In Ifs �eatlan. :-11419-1 tlr I 4Lk Ahm I Ft Q-Rif%,1�02m c&AmpjRooqi numb Prf6�.r wa- A I-A ' of J A , ldlag��aw.l,iy: -Ahmp�KtJr0%?r of Ru4rs`__ B&DW (K - 12Y D YES Cr NO' -5). Tvpq of WD.r;u, .,Cl Wmaluag it Rimpyatlon (A]mnameni) El An m4m CbilriilldMed T a iw, EwIrFU q.Nlgkii t.-j Fhs"d Project Vj{ 13 P , abIT&OL111d[Pi02 n.ya$ 11 NO Fedc ral Facilft? [I YES U NO lode sWal Shia? D YES DNO F a ull Ry? 0-YU. Ki NO to a YEs 0 ND L 7i NvH1b;ut.v 0'jix - CHROK ONLY ONE Y-1 0 00�41-00 - Vudf,RfF[9 644 da m(11 lafluiq rjAjnur dmunt V IN 9 ki: A6Ar14rrJrwos)r. which amimdmimt number iD (Enclose COPY of-orlg Inall arldle r Iftek smendn'MM) WO:Hol it of; E!D�W-MA'-,y (HHfM1,4l1)DrM. b ."d Pxprpmatwk of hoix Me avAn towimd LtR-qara cond1ficuie or Would causa B) Di mr.-Plior, DF rm 6adwm tp to folloVmd In the event ihal Lr nexpe 0.1k ash arms is fDun.d pr pr%ftuuty ptAl-fliub(or as �:alua ri"IbMt I I Dal7DA l A9bE.U'u3 13) VVOP�,eifi !3k1-V0:y peTfOnTlad? IJ 'YES [2 MC) ql� mo, W. ulu� Ummo No.,— P A.T, 10h o.r], 0 PL Id Q. TEM.13 ftnfiW TDH Labfirall)TV Umm ya Np; J. F:ql.- i—AWA 4mblin a.mqurpiptlon rn uql be rptWo ik TDH Ea7med —Imponor) "ion. n c. 5rrrqtioa or waued &MOH60n Ov. MOVAtk)4 VnuK tYPO 44 and Fneftcl(s) to ba Lmd,t. 'DeWplfbn nl-W,'ark pravAlGaj and an�[n�ddriq contras;, Jo ba tksw ID pmanj mksdeolL. of AsIbmalpsi alth" IVSC-58 PART D - SPECIAL CONDITIONS l2i -AL1 .4�1.LW�-Ila ?iS in la kFolit Arg Mbt� rnuW bo#I ImplAtIli If NO'ASPESTOS PFtRR'B0 CHC L HER "PrC3xlMDt6 arnfount a3 Ih�alc usll! of mrtaslrmra�atis , I*tti+ kd �L:r1RFilFlilCi� ll�tilldlnq IulaO&I : Jpaa.: Si�rFaao f+r e� Ln'' In 'ou FI- M- Ft M. RA CM.N r4lrFra_. d Inieft-'ta; i n r riccriTlilabla rem oVed ~T a Erga!XJron4ffabls-ramawad ra��gcryr I noil-frlable NOT ramavocl LU vim ;r rr P; tion-friabJammtived - f=xt�riar C;sts�n� ilripi7- ' bF� - T '+, „ ��t��+rir Ci`rsa]tffTFJ�!e NQ'T leftl��� .13j V'laa.,t4Tra;,�J;GI(r:Nwno:' _—_-- _ TDH6Fowl *hlwbbl: 0yl an —a orftibar: -24) W_a.Ftta D &pliEtl Site ideme= ,+f TNRCC. Perm tk'W0n rz— �' %Iglu+B; attach a ropy of doradibrirr crdbr r,n d fdantl o16X belU ", 17ata n:dEprto, bvgln(MtlJfQPM-1 :14r1Lsl: ju'.;rJ i, c4i,a of A,06rk6tk Abatament �hikU'bOM) Start: ! 17f.Slarf:.J I 3f^.: h'ura. Cf 1113 n* IF! �10-err 161� nr fli-Mloll a.In o0i Ka nroR,'dw.'108 Rir atonal or t uc7iii Pmgr'� ou vro Mf aho ennrgclaal: !sy . OEIu0 prrof to itin a�lark;diila, Fallaru io dq'r a ra avl0alon lrl aaod'.lanc0.to 7 fit, ta6*rn kDd.m. i; I hoiox evoify. ftt WI InfvrmaVon I I3hva 1trovidua N.corf6q carnplala, anif (rup 0 t116.bflat 0.f rriy kriamladgia, 1 sA�now��ige t:lfA I epo-hi.;JrsailsEl�le,fir alb po�tz bE #ha inc jir llort 6frn, I1nal� Ine, Wt rwl II'MRIN' 01 clWnl 4W ;AJIFmCss W d0w. Tbo 0lflki6rUrrrppplllt�jl�!kji 0613.pgddayp6rvf0lUtj(ql. lure'o ui-[O.Wgg;Oo"if4arator (pilrtlau Noma) MatO [Tale vn�) `i.sars(i'Qr�3lHlliliUC�4rslraar k fox Number) TOO( CJf TAf�1 4h1� Ft L DIVISION TEXAS t7Hf#ARTMENT OF FI TH- ,; t m )ret Acgs #d'' F'Q; J30 143! 3a S " Xaw aro not oxtrp�ixtt ' AUSTIN, 7X 14lA-"3B .. : %1-8344600, I-aO0-672-W8 :.r-WmAFlSAqr ft%or.R7/2%V2. F,lpfacos TDH form daro r 07JI-V011- esr rs# rk-t9 !n campfalr-nffform. caly 1-8 572.5548 ClBasilications Nfly Rts CIaaatfkaflona Hrly rats Alr Tun I CJpe rato r $1 D,00 5>lreper Operator $11,42 Asphatt Raker $11.01 Serwlcer 51Q,32 Asphalt Shovular SO-0 Sio Fri Machine Operator $12.33 Asphatl U1k6.W4utar Operator S13,90 5preadar $ax Operator $10, Ei2 Asphalt Paving Metuhlne Operator $12.79 Trac:ar eperator, Crawler Type $12-80 BatchIng Pi,on1 Wekgher $14.15 Tractor opare#nr, fJnaurrtetJc $12.91 Broorn or Sweeper Operator 9-88 Tra7 ling Mbmr Operator $12-03 13wIldorer operator S13,22 Truck Drhmr- SEngla Axla jtlghl) $.IO.Q1 Carpenter (Rough) $13,80 Truck Orlvar- Singie Axle (Heavy) $11.47 Concrete Ffrrlohur- Pav[ng 02.85 Tack brlvar-'randern Axle Serrrl-Tteilar $11.75 ConemleFlnlahor-5trurdures S,13,27 Truck Ddvet-LowboylFloa1 $14-93 Concrete PavingWbirr9 Math. Open. Truck UrIve#r-TIan61tMEx $12-013 Conarelp Paving Hriisihing Mach. Oper. $13.63 Wo4jun Difil. Bering Machlne, Past Hals Driller $14-0fl ConGrote paving .iolnt Seater Oper, $12.60 Welder $13-57 CpncreW Paviong Snw Open. $13.56 Work Zone Saif1cade SefAcar $10.09 ConGroto Paving spfeadet Opet. $'14,50 Corluelia Rubbar $10,61 Crane. Clamshi ll, Badchoar DerrkR, Dia3tlne. Shovel $14.12 Eleolrfclan SI 12 Flogger -$8.43 Form Blillder- $1rucluros $11.63 Farm Sauer- PavinU & Cufbs $11, as FuundaMn Drill Qporalor, Crawter Mounled $13-137 Foundalfnn Drill Operator, ImaMounted $16.30 Front End Leader ,$12-+a2 16Rharer- Oammarx $9,18 L-alonver- Ulitlty S1035 iula:-fta nlc $16-97 TAIIIIng Nlachfna OpimraEor, rIne Grade $11-93 Mixer Operator $11.66 Tdotor Grader Operator; Fine Grnde) $15-20 Motor grader Op©rator, Rotigh Oiler $14-51] Painter, StruGtureu $13,17 Pnvemnt Marking Machine Oper, -SIOAM Pipe Layer $11-a4 Roller, Steel Wheel Plant- Mlx lllauement6 $11-28 Roller, Sloe Whoot Other natwheei en Tamping $10-92 Roller, Pnaurnaltc, S€rlf Propelled Scraper $11.07 Ftelninicing Stee1$11tteT {AaVlfI9) $14-90 Reinforclna Steel $,otter iStruclure) S16,29 ADDITIONAL SPECIAL CONDITIONS (Pert DA - Meier Department) PAIN DA - ADDITIONAL SPECIAL CONDITIONS IAA-1 &VARD,-OF C0NI CT FOR PROJECTS ViTH-MURTIPL,E KNITS ............ OMITTED Dom. PJPELI .I- REHABILITATION CURED,lN-PLAC E PIPE..................................OMI.17Eo AaEIPEENWaGEMEfij S `C...............t...t,..,.,....,..,.,.....,...,............................aa......4 4`D,A-4 FOLD AND FORM PIPE.. , .........a . t ................ .........................................OMITTED 1■■■ l'M117E/�DyJ Lf K- �F.l L�i.t.,i..t.t.t.....tt...............t...t.......................1...5w„ V i 5... i, a 155,1, 41% t 5, 45 i+ i\a Y, I lryE DA-8 PIPE INSTALLED BY OTHER THAN 02EN Q"I`.....,t....................................OMITTTED TYPE 0F;CAS1NG PIPE .......... ....................... . .i,..5t,,....................... OMITTED DA--8 SER'VI E LINE POINT Rr=PAi..... . N U E....... ................. ................... .a+1 5A-':5 PROTECTIVE MAN 110LE COATING FOR Q ORRO 10U eR€ TE TION...................Is DA1,18 MANHOLE i HA_BILITATON.t...,.......tt..t.t,.t....t...................... .......a............. ............. 17 DA►-11-'17'SURFACE PREPARATION FOR IU1A_I�HOLE I EHII�ILITAfiIDIV ............................... 27 D -12 I#+ TERI0 R MAN H OLE COATINr. - MIC O 81LIO O RTAR SYSTEM.. . ........ -....28 DAFT L&TE131OR,MANHOLE COAkTIN - QUADEX SYSTEM ....... t ... „ .. t,tt, , ,,.t.,,,t,.......31 DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYiTEM ...... .......t.....:,.................33 y lNTr=ftL0&M6NtjoLECOATING MVEN LINING SYSTEI4'I......................... . .......30 . TRRIOR-MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER .,..39 DA-17 INTERIOR MANHOLE g�0.�; {(3, T5D (3 L.��M........ 4t.,..,..,,.y....,...,.t.y.ay� 5A-18-'I8 RIGID FIBERGL&SS AAA HQLr= LINE....t.......i............ k..%....... l,�tt..ii�.�.....�...OhAITTED A719 PLO LINED CONCRETE WALL RECON TRUCTIN..5.5t..t,,.,,5t........rt.,..,,.,,.ON1IlTED DA► 28 PRESSURE GROUTING...... ..............................-t„t..,"- .......................... ....,OMITTED 1�ACUU_-M.TEoRg C„ F I -HABILITATED M�4MH6L.. ........... i5.+15.............,omrrmD DA-2"2 FIBERGLASS MANHOLES ....t.............^...................... , ..t, „ .,.,t..t....t, ....OMITTED D - 3 LOC ATION A1► p EMgSUR�_ F MAIx HOLES NANO T'ER 1IALHES 5. ....,..,t,4-,t„t-4 PA 4 REPLACEMENT OF CONCRETE CURB AND GUTTER................................OMITTED I REP LAC EIMAENT OF V— CONCE TE DRIVEWWS ........... ............................. OMITTED AA -RIB BEPLA4CEMENT OF H.M.A.C. PAVEMENT AND BASE.a........................45 DA-27 GRADED CRUSHED STOMES..... ,.,,..t.t,..t......................................................OMITTED WEDGFAIL L,I112G 2" TQY".DEPTH 510' NDE..t........................................... OMITTED DA 9 BUTT JOINT - a....................t,,,...,,,,...t,..,,t...,,,,,..,...................OMITTED DA-1 " H.LM .A.C. SURFACE COURSE ,- - I4'lI7{ ...a.....a................... . ..................46 DA-31 REPLACEMENT OF 7" CONCRETE Y AL.LEY gUj%H............4..................OMITTED 5A 2 NEVV 7" CONCRETE VALLEY GUTTED...............t...............a.........................OMITTED DA-33 NEV 4" STANDARD WHEELCHAtR RAMP... ........ t ...... t................................OMITTED DA 4 8" PAVEMENT PULVERIZATION..... .............. ............................................... OMITTED D REINFOPCED gONC!3gE PAVEMENT OR BASE (UTILITY I:IJT1.............. OMITTED DA 6 RAISED PAVEMENT LIAR# ERS....................................................................OMITTED �7 P TENTIALLY PETRO EIQ GONTA IN8 D MATERIAL, HANDLING .t...0M1TT ED PA,38 LOADIMG, TRANS P0RTATION. AND DISPO IAL. OF CONTAMINATED 801L OMITTED DA-3�n9J ■JRa-■rO��CI{i1.RIPR P - GROUT - FILTER FABRIC ....... ..................... ...................... {YO1�MIryT�-TFDtJ 4 CO RE ................. i,..,,.tt........,..t...,t.a.................... ...i..a5.5.i.., ..+tt+aO OMITTED DA-41 CONCRETE CYLINDER YLINDERI PIPE.: AND ' FITTINGS I7iIJGS....ai....1.t.4.4...51.....1.t4.ti..4i..... .... .......... ...............5.�........+OMITTED OED , ......4OMI DA43 UNCLASSIFIED STREET EXCAVATION ........ ................................................ +hOMITTED �I t 11 L V LED 1 E BOLtAI•..t...+..a ................. ........ 4i,air D 5 REPLACEMENT OF 41' CONCRETE SIDEWALKS... ................. ......... - ......... OMITTED QA4 I RgC01dMQjQED S UENCE OF CONSTRUCTION ....................................OMIT-TED DA-47 FA VISJOENT REPAIR 1N PARKING AREA.......................................................OMITTED I Il004 AO-1 PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-0 EASEMENTS AND PERMIT....a...,,Y4444„4,5,4,Y...,4i4............ ...tY..t,.t,.,.t...,... ,.,.t OMITTED 1 A-49J49 ■JIB IIIGH■1A_I.��4�4ry��.■'+ICI=Cly�'UIRE M`q�■E1�y*y"'�IT......................................................................aSa.0MITTEo DA-V Y NCRE . E E■ CASEMEN ■ ....5a...................ai44♦FiYa.tS.\a.....t,a.,tat,.Y..aKt,Ya,,.t..aY.......4—.5.4t DA-51 CONNECTiON_TO EXISTING STRI10TUR ....... ..................................... ....... .tt,.,.... 47 6 Q5 2 TURBO METER WITH VAULT AND BYPASS Ibl§TALI TL ...................... OMITTED 6l--fi3 OPEN FIDE LINE INSTALLATIONS ..t..t....t..........:.a..a.......a..5.t.at.....................OMITTED ........ .ir„i.i..:.,,...... a.,.,.....5.,,......... 4...iDrti+iUED DMA-55 CURB SON f�f�Cy}NCRETE PAVEMENT ..........................��- .......,........,..,.,,,0My�ITTT+ED '•� r V! {' - W Yii' ,.......... k............ 5..,...t........................�.3..w.....3.............,......LJ 1Y11 1 1 Iw� DA-57 COST BREAKDOWN ...........a.......................................a......:.a:.:...............,...,..OMITTED 5A-58 STANDARD STREET spEcIl=lCATIONS H.M.A.D. OVER LAI................ i..4„-OMITTED DAB' H.M.A,C. MORE THAN 9 INCHES DEEP . ................................. F ...... .............. ,OMITTED DA- O ASPHALT DRIVEWAY REPAIR ................ .5...,.5t...+4- ............... ............ ,........... OMITTED DA6I TOP SOIL ................................................. ..t..,t.t....t..t..t......t........a............... OMITTED &TES .ME,R AND MEjFR_@Q EL ATIOh1 AND ADJUSTMENT ..................48 DA-63 BID QUANTITIES.a..........a....a..a................5.......5.+..........,,.........,.................,................46 bA- 44 WO RK It! HI G HWAY RIGHT OF WAY— .,,t,—,,,,,,,,,,,,,,t..... ........... ..41.41..44541i.5a V ITTED A fi CRUSIJED LIMESTONE_(fM-BA 9................. »............................... , , ..OMITTED DA-66 OPTION TO RENEW ,...aa..................i5,.........a..a5.a,....,.t+t,.,.,,,,.t„,t,.,t.,.,t...,......,C} 3�TTED TA767 NON-EXCLUSIVE ,C0NTItA T..........................t.,.,.....,.,..........,............:a......IOMITT50 0�4J68 DONDRETE ,144,LE OUJ$a................................. . ....... . ... . ............C)MITTED . ... ........ . DA-69 TRAFFIC BUTiONS........ ........ ....a....a.....a.a.:..a..................t.....,...,...t.,..t......t....OIuIITTEE7 D -TQ E&VEMgNT STRIRINO..............................,........................a....:.......................OMITTED DA-71 H.M.A.C. TESTING PRO CEDU S..................a..i......a..t.........,t--.-. ,.,tt,....t ..0MITTED ,A 7-2—SPECIFICATION REFERgN E... ........ .........t..,...,......... .............. .................. ON1ITaED DA,73 RELOCATION OF SPRINKLER SYSTEM BACK -FLOW PREVENTEWCONTROL VALVEAND BOX. ....a.,.....a..a....a..a.......a..a...........................t,..,.,.,..,..........................a554A IAA-74 RESILI N1�yTYSEA■■TT1El1D GA'■Iry`�E VALVES .......................■.......................... 5....... ..,...,t,......4Jy-/y9, DA-7S EpAE 1gF-_N �.SITUATI0K JT� �1R N.......... Y.i....ti..i5ala....a...4..,�••x,tt.....................49 DA-76 9 1/2" & 2" COPPER SERVICES...........'., ................... . ..t..,,......... I ....... ....0MITTED DA- 77 S DOPE OF W 0 R _.LUTIL+_9YM ................................................ 5..................... OMITTMD DA-78 CONTRACTOR'S RESPONSIBILTY (UT1L. qM.........,.a...............................QM117ED FA-7I ONTRADT TIME IUTIL. DUB) ...... ..........^,.,.�..,................... i.,..i,4.,..},.......O�+IITTED 6A-8Q REgUIRED CREW PERSONNEL & EQUIPMENT IUTIL. Co.— .......t ... t .omITT7lD DA-89 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUD..... ,,,t..Y....... ,...... I.............OMIT-T'ED DA-82 LI UIDATED DAMAGES UTIL. CU............ ..t................ .................. 4.......... OM11- EI) IIA-83 PAVING REPAIR EDGES (UTIL. CUD a ..... ....... ......a.........,i....... ................ .....OMITTED DA► 4 TRENCHBACKFILL (UTILsCUD,....................... ...........................................O�}I■`ulllITTED CL-MI YYTi L....t...,.,.+.,..,.,t..............l...........a5.............. 55...iit YS......... OMITTED DA86 PROPERTY ACCESS fUTIL. C UT.............t. ................,,,...,...,....,..................LOMITTED A-:8- SU, I SQ OE BIDS LUTIL+ CgD, ........................................ .. ... ............OM1TTED IAA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. GUTJ ....................................OMITTED DA1-89-89 C METE WE RPAIR FOR UNIT II & UNIT III f1ML. CUT) .................. OMITTED DA-90 2 " TO 9" H.M.A.C. PAVEMENT {UTIL,. CUT} ................................................. OMITTED DA-91 ADJUST WATER VALVE BOXES, MAN HOLgS4 AND NAVI.-MlI.M. L. DUTY OMITTED DA, MAINTENANCE BOND UTIL. CU.......................... ..a..a.a.aa.......... .......... .....-OMITTED DA-93 BRICK PAVEMENT IUTIL.. CUT}.a....%........ ....ta....................#.t.........,5...4.........OIUIITTED DA- 4 LIME STABILIZED SUBGRADE iJTSIL C .,....... .............................. ........OMITTED 9fAW4 AS PART D - ADDITIONAL SPECIAL CONDITIONS DA " CEMENT TABIItiIZCD UBSVMU L TIL, L]2.......,YYi Y.Y.,Y........................a OMITTED DA 96 REPAIR OF STORM DRAIN% STRkCTURtES UTIL, W „ . ......................OMITTEo DA-97 "QUICK ET" CONCRETE (UTI�' OMITTED DA _9 ............. ............. ........... .... UTILITY AIIJU ENT UTIL. C U..........a..a................................................ MI-ffED DA I 72!PARD 00N RRe.TF I0EWALK AN— a. WHEELCHAIR R IMPS f UTIL. C�1T1 OMITTED A-100 LIMITS OE CONCUTE PAVOENT nPAIR (UTIL. ..+....4....,.OMITTED DA 101 CONCRETE CURB AND GUTTER�UTIL. CUT), ............................................. OMIT`€`ED DA-102 . PAYME J:IWTI L. CUT .—..............................'. .. .........5.,,.............,..,.,,..,....OMITTED DA-103 DEHOLES (MIS . ExT.).........................................a...........,..,..,.....................OMITTED CONSTRUCTION LIMIT`ATI 12S (MISC. EXT.)................. ............ OMITTED DA 105 ,++.+... ,........ PRESSURE CLEANING AND TESTING fboISC. EXT.),a................................Oml I-TEb A10 BID UANTITJ MISS. EXT.....Y....,...Y.YY.....................................................OMITTED DA-107 LIFE.OF CONTRACT (MISC• ACT.).......a..Y,..,....,.Y.Y..Y.YYYY....Y........................... IVIITTED P. FLO ABLE; FILL ( WC. T.I.................................+a..a,..,.,..,,......................OfV11TTED DA-109 BRICKPAVEMENT REPAIR IV1tSC PL......................... ❑A�1�U ..... .......a.............0MITTED Q9j—EBAlNATtOhI AN D I I-TIA-fl ON OF WORK RIt IMIS0. REPL .....................OMITTED ❑AA 11 WORK ORDER COMPLETION TIME SC. REP..YY......Y DAA 12 .....................%,40MITTED MOVE IN RGF-S (MISC. REPi_.,—........a................................+..+,..,..........OMITTED D-1i1 _l-1 PFt4JEDT SIG NS(MBEPW ...... .................................i........,,.,.......... OMITTED %.... LIQUIDATED D E MIS . R E P Q .Y,a.,..a....+Yi......,.� OMITTED DA-115 ..............a,YY,.l......... TftgqCA SAFETY SYSTEM DESIGN (MISC. EPL...................a.......,....,....0A+11TTED D - l FIEI-D0FFI CS.,.,.a,,.,Y.a...a,a.. - L%.. L. - - - .................. --- ...... % ....... %.% .................... -01WITTED D -117 TRAFFIC CONTROL PLAN . ............ ............. ...a.......,,..,... ............................... OMITTED DA i 188 COORDINATION OF VyORK WITH COtArTOR FOR OTHER UNITS ....-OMITTED 11/04 A— PART DA - ADDITIONAL SPECIAL CONDITIONS DA-'I AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS - OMITTED DA-2 PIPELINE REHABILITATION CURED -IN -PLACE RIPE - OMITTED DA-3 PIPE EN LARGEMENT SYSTE M A. GENERAL. 1Description: This specIfteatlon includes requirements to rehabilltate existing sanitary sewers by the pipe enlargernent a stern, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing {pipe to install a now polyethylene pipe and reconnect: existing sewer service connections. 2. Methods', This section specifies the approved system method or process to Include all labor, materials, tools, equipment and ir+cidentals necessary to provide for the complete rehabs€itatian of deteriorated gravity sewer lines by the Pipe SurstingfCrushing systems. Approved methods include: the PIM Corporation (PIM System), Plsoata Way, New Jersey. McL,at Construction (McConnell System for Pipe Crushing), Houston. Texas; and Trenchless Replacement Systems, (Tt System), Calgary, Canada. Refer to Part D - SPECIAL CONDITIONS D-34 SISSTITUTIONS for inVormation regarding pre -approval procedures for alternative processes. , Definition: The Pipe Sursking/Crushing system Is darned as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre -approved methods set forth In Section~ A-2 of this speoIGcation. The process Involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified baring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mote" or the "knafel' may be aided by the use of hydraulic equipment or other apparatus, as specified In the approved methods. The repfacernent pipe is either pulled or pushed Into the bare. The method ailows for replacameM of p1pe sizes from 8" through 1 " andfor upsizing Fn varying increments up to 1", This specification Is based on the precedent that the Pipe BurstinglCrushing system used has been pre -approved by the City of Fort Worth Department of Engineering, and fort Worth Water Department. 4. Quality Assurance. - The Contractor shall be certified by the particular Pape Burst€nglDrushing system manufacturer that such Iwrm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those Ifsted in Section A. . of these specifications is acceptable. { M?2104 PART DA - ADDITIONAL SPECIAL CONDITIONS a. Person neI directly involved with InstaflIng the now pipe shaft receive train Ing in the proper methods for joint fusing, handling, and Installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. PersonneI directly involved with installing the new pure shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe, Traalnfng shall be performed by a qualified represent -a dve as determined by the pipe manufacturer. S. Submittals: Submit for review and acceptance, the following Contractmjs Wart Dian and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturers technical data showing complete information an material compesitfon, physical pro,pertles, and dimensions of new pipe and fittings. tnclude manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. la. Locatlon and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE, C. Method of construction and restoration of existing sewer service ccnnectlons. This shall Whude; 1) Detail drawings and written descrlotion of the entire constructfoa procedure to install pipe, Bypass sewage Row and recannection of sewer service connectlons. ) Working drawings ror informatlon only showing sewage now bypass, and mafntenance of traffic. Contractor shail provide for contlnuous sewerage flow. Dewaterang shall be theContractor's responsibility. 3) Certification of workman traIning For Installing pipe. 4) Television inspection reports and video tapes nude after new pipe irtstallatilon. 6. Delivery, Storage, and Handling: a. Transport, handle, and stare pipe and fittings as recommended by manufacturer. b. If new pipe and fittings became damaged before or dwing Installation. it sliall be repaired as recommended by the manufacturer or replaced as required by the rroject Managar at the Contractor's expense, before proceeding further, r r102rr�4 A-5 PAST D -ADDITIONAL SPECIAL CONDITIONS C. Deliver, store and handle other materials as required to prevent damage. B, MATERIALS: 1. Polyethylene Piping I atertal., Tha pipe and fitting material shall be high density, extra molecular Freight (EH{t W) polyethylene pipe material conforming to A TM 131248, Type III, Gass C, Category 5, Grade P34, and have a PPI {Plastic PIP-8 Institute) recommended designation of P 3408 and cell classification 345434C per A TIVI 03350. The molecular weight category shalt be extra high (50,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television Inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4, The pipe material shall have as hydrostatic design lasts of 1600 psi at 73 F and 800 psi at 140 F. C. The manufacturer's cer(Ificafion shall state that the pipe was manufactured from one specii<c rosin and shall state the resin used and its source. All pipe shall be made of virgin materlal, No rework, except that obtained ft m the manufaclurer's own production of the same forrnulatian, shall be Tised. d. pipe supplied under this specification shall have a nominal Ductlle Iron Pipe Size inslde diarneteT. The Standard Dimension Ratio ( DR _arrd m[nimurn pressure ratinct of the p1pe shall be SOR 17 - 100 psi. Pipe with a lower SDR ratlo and higher pressure rating may be used in Ilea of the minimum speciFled. 2. Tests, The Contrackor shali be required to send submittals to the City of Fort Worth on the production material. a, The pipe manufacturer shall provide oertliication that samples of the production product meats these specifications. The certltication will state that production product has been tested In acccrdariQa with A TM f1 837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide eertiflcatlon that stress regression testing has been performed an the specific product. Certificaflon shall Include a stress life curve per ATM D2837 and testing shall have been performed in accordance with Ax TM D 837. c. Rejection: Polyethylene plastic gripe and fittings may be rejected for failure to meet any of the requirements of this specification, D. SEWIEER SERVICE OIVN ECTiON : f 1102104 A -6 PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Sewer Service onnectlons: Sewer service connections shall be connected to the new plpa by mechanical or fusion rmethads. Once the saddle Is secured, a hole shall be drilled In the pipe tha full inside diameter of saddie outlet. . Plpa Saddles: Mechanical saddles shall be made of polyethylene pipe Compound that meets the requirements of ASTI I D 1248, Cless C, have stainless steel straps and fasteners, neoprene gasket and backup plate, Mechanical sadclfes shall he Strap -on -Saddle Type as manufactured by Dr#scopipe or Tapping Saddle manufactured by DuPont, or approved equal.. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. S. Connection to Ex[sting Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. Ali flexible couplings shall conform to ASTIVI C42 and shall be as rnanufac:tured by Fernoo Jofnt Sealer. o., DPW Plastics, lno. or approved equal. BaQXf III at service connections shall be cement stabilized sand (2 sacks per cublo yard) to a point 12 Inches above the service lateral to trench intersection and shall toe in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevations. Etevation changes greater than 0A0 reel from the house lateral piping and shall be- reconnected as dfrected by the Engineer. . Service Iritaralptlons: Service interrupfions to homes shall not exceed 18 hours. D PREPARATION, 1. Bypassing Sewage: a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole ar adjacent system or other method as may be approved by the Eng[neer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer, b. The Contractor shall be responsible for continuity of sanitary sewer servlue to each facility connected to the section of sewer during the execudan of the wank. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. , Line Obstructions. If pre -Installation (TV) Inspection reveals an obstruction in the existing sewer (heavy solids. dropped joints, protruding service taps or collapsed pipe) which will prevent comptation of the pipe bursfingicrushing process, and cannot be removed by conventional sewer clecining equipment, then an ,f 7PYn4 A -7 PART DA - ADDITIONAL SPECIAL CONDITIONS obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags In Sewer Line: ALL SAGS AND GRADE PRO BLEM IN EXI TI NG SEVVER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. T. IF the pre- oonstruction te%vislon Inspection reveals a sag In the sewer line, the Contractor shalt tie responsible for bringing the proposed sewer pipe to on acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 Feet in length which ponds water in the absence of sewage Flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing (he bottom of the plpe trench to a uniform grade In tine with the exlsting pipe invert or by other measures that shall be acceptable to the Ewngineer and the City. s, Idsntificatlon of Sags: Sags shall be ident#fied by television inspection in the absence of sewage flow, If available, the Contractor shall be furnished television tapes from the City Identifying the sag location. blow shall be blocked at an upstream manhole and diverted to another sewer line or downstream Manhole below the segment of pipe to be Inspected. T inspection shall be performed In accordance with tolevision Inspection of sanitary sewer ilnes. Video tapes shall be submitted to the Department of Engineering for revle , b_ Comction ofSags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. for pipe enlargement methods, all sags Identified on the pre - construction video tapes shall ba correoted prior to commencing with pipe enlargement. In instances where sags are looted under existing shuctums, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocatfon's and evaluate the corastructablllty, economics and engineering feasibility prior to construction work. C. Measurement and Payment. Measurernertt and payimnl to correct sags shall be per linear font of pipe construction to correct the sag. For pipe bursting methods. open -cut or bare construction. the applicable bid prices In [he proposal sectlon shall apply, 4, Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles arrd service connections by closed circuit color Ealevisfon. Television inspection shall be in accordance with the spedficatfons contalned herewith for "Pre- and Post - Construction Television Inspection of Sanitary a e-r Lines". Pad D - Special Conditions D-35 and D--X respectively. E. PIFE E N LARG EMENT SYSTEM AND NPE I NS i ALL+QTION. 1. Site Organizaffory 11102104 A -8 PAIN DA - ADDITIONAL SPECIAL CONDITIONS a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe Installed In a single pull shall be maximized, b. Existing rnanhales shall be utilized wherever practical. lulanhaIe Inverts and bottoms may be removed to {permit access for installation equipment. C. Equipment used tr} perform the work shall he located away from buildings so as net to create a noise Impact. Provide sllencers or otter devises to reduce machIna nolsis as needed to meet requirements. d. The actual pipe enlargement procedure shaII commence prior to 11:00 Alf In order to afford €aye contractor ample time Io complete all related work wiihln the allotted workday, winch fs defined as the hours between 7.00 AM and 6,00 P , s❑ as not to Impose on the peace and comfort of persons in the immediate vicinity. No actual pipebursting work shall be starters after 11:00 AM; all actual pipe burst Ing autkvity shaft crease at 6:00 PM- 0[her activitles other than the actuaI pipe bursting may continue after 6:00 PM. . Finlehed Pipe: The installed replacement pipe shall be cantfnuous over the entire length of each pipe segment from manhole to rnanhde and shall be free from visQal defects such as foreign inclusions, concentrated ridges, discclorati0h, pitting, varying wall thickness, pipe separation, other deformities. Repl`acemont p€pa with gashes, nicks, abrasions, or any such physical damage which may have acourred during storage and/or handlfng, which are largerldeepur Ihan. 10% of the wall thickness snail not be used and shall be removed from the construction site, The replacement pipe {gassing through or terminating in a manhole stall be carefully cut out In a shape and manner approved by the Engineer. The Invert and benches shall be streamlined and iMproved for smooth fiow. The installed pipe shall heat the leafage requirements of the pressure test speclfled later. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assaMbled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fuslon system in strict conformance with the manufacturer's printed instructions. b_ The butt -fusion system for pipe jointing shall be carried out In the field by operators with prior experience In fusing pollethytene pipe with sirnllar equipment using proper jfcd5 artd tools per standard proradkires outlined by the p€pe manufacturer. These joints shalt have a smooth, un1form, double rolled back beat made while applying the proper malt, pressure, and alignment. It shall be the sole responsibility of the Contractor to {provide an acceptable butt-fuslmi joint. All joints shall be made available for inspection by the EngIneor before insertion. The replacement pipe shall be joined on the site in appa-opriate WOTking lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled 11102V4 ASC-9 PART D- ADDITIONAL SPECIAL CONDITIONS above ground and puliad an the job site at any one time Scull be 600 linear feet. c. For situations where the replacement pipe fs not pulled all the way to the manhole or if 1t is Impossiblo to pull the rnissle all the way through, the following shell apply: At the dlrectlon of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HQPE pipe. 4, Now Pipe Installation: a, Thread winch cable or chain and associated lanes through} sewer section to be rehabilitated. Deep lines array from pedest{jan and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required, full winch chain through sewer section and attach to cutter acd Machine head, Dower into launching manhole, apply winch tension palling the cutter and tread into the severer until the rear of the machine is flush wtthr the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. insert now pipe by simultaneous operation of the jack and winching the cutter and head forward, . Anchoring New Pipe and Seallng Manholes: a. After [he near pipe has beers Installed in the entire tength of the sewer section, artchror the pipe at manholes. The new pipe shall protruda In the manholes for enough distance to allow sealing and trimming. b. Sealing the now pipe at manholes shall not begin for a mInlmum of ten (10) hours after Installation. Provide a flexible gasket connector in the manhole wall at the end of the now pipe, uentered in the existing manhole wall. Grout flexible connector In the manhole, i[liing all voids the full thickness of the manhole gall, C. Restore manhole buttorn and invert. $. Field Testing' a, Low Pressure Air Test of Replacement Pipe: After a manhole -to -manhole section of sanitary sewer maim har, been pipe burst1crushed and prior to any service lanes being connected to the replacement pipe, the pipe shall be plugged at each manhole wlth pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of rho plugs shall have three air hose cannectlons; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for Introducing air into the sealed lire. DAFT D - ADDITIONAL SPECIAL CONDITIONS LQw pressure air snail then be Introduced Into the sealed lire until the internal air pressure reaches 4.0 psig greater than the avenge back pressure resulting from any ground water that may be over the pipe. At least two minutes shalt elapse to allover the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average baQk pressure resulting from any ground water that may be over the pipe, shall not be less than the fte shown for a riven pipe diameter In the following table: Carrier Pipe Minimum Elapsed Iiamett tr�lies Time minutes 10 5 12 6 15 7 b- Post -Construction Television Inspection of New pipe, Refer to Spacial Condition For Post -Construction Television Inspection of Sanitary Sewer. F. M F-ASUREMENT AND PAYMENT. 4 W2AN 1 Pipe Installation: PIpa [natallation will be measured ror payment by the linear toot of pipe actually Installed in the variouzi diameters Qf sewers measured along the centerline of the saver from centerline to centerline of manholes, Pa mDnt will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. . Service Reconnections: Installation of sewer service connections wall be measured for payment by each actually reconnected to the Installed pipe. Payment will be made for the quantities reasured at the unit price per each listed. Payment shall Include required excavation and ba kfrll, saddles, flexible connections, and all other Incidentals necessary to successfully reconnect sewer seMw lines to the rehabilitated sewer. Payment shall nat Include pavernent repiaoemarit, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: heavy cleantrig requiring more than h dTM15c jet cleaning shall be performed by bucket machines. The payment for such cleaning shall he inoluded in the bid item for Pre -Construction Television Inspectlon of Sanitary Sever tines. 4. Bar -pass Pumping: The Contractor shall provide diversion for the flow of sewage around the seciion or sections of pipe designated for rehabilitation. The purnps and by-pass lines shall be of adequate capacity and size to Kandla all flows. All costs for by-pass pump[nq required during installation of the pipe snail be subsidiary to }pipe enlargement. 5. Subsidiary Work. Any damage to of Ries and property, resulting repairs, temporary service costs, etc. shall be bame by Contractor. repair and/or replacement of fences, sprinkler system piping and other such restoration work AC-1 1 r�u��� I ME, i1Y PART DA - ADDITIONAL SPECIAL CONDITIONS minting from Contractor activlUes stall be considered subs idlary to the cost of tho prajoct and no additional payment wi11 be allowed- B. Testing; All cost for testing the replacement pipe lay a pressure method will be incidental to pipe installation. DA-4 FOLD AND FORM PIPE - OMITTED DA-5 SLIPLINING - OMITTED DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT - OMITTED DA-7 TYPE OF CASING PIPE - OMITTED D -8 SERVICE LINE POiNT REPAIR] CLEANOUT REPAIR A.GENERAL: The work couored by This item consists of furnishing ail labor, material, equipment, supervWon, etc, necessary to construct a point repair on the portion of a service ilne located within a utifty easement, street right-of-way or on private property. Paint repairs ori_priv_ate property shalt. only be addressed after the Contraclor has received ritten. permission from the prapgjv__aw_n r 1 the work. A blank Right -of -Entry Agreement form to be completed by the Contractor and the Individual property owners is Included at the end of this section. The Contractor shall keep a record copy of all Right - of -Entry Forms obtained and have it on hand at all times during canstruottan. Tile street addresses and approximate location of service line repairs are shown In Table _ and the Field Survey Forms in Attachment _. It shall he the Contractors responsibil ity to accurately field locate the exact point of repair. 13. MATERIALS' The pipe replacement material shad ba gasketed joint, gravity PVC sewac pipe (ASTIV1 D- 30 4, SDR 26) and have a m1nilmurm cell classification of 1 454 A or B as defined in A TM D-1784, Installation shall be in strict compliance with the manufacturer, recornmendatlons and the Uni-Bell Plastic Pipe Associatlan. The method of jointing the ands of the replaced pipe whit the a isting pipe shall be grater tight. EXECUTION, 1. After the location of the point repair is determined, the Contraotor shall excavate and remove the damaged pipe and replace with new pipe, The m1nirnum length of pipe replaced shall be three () feet. All work shall be perferrnecl by a 11censerl lug. Determine whether additional lengths of line beyond "rrainirnurn length" crlterle need replacement, Report need for additional replar:ernent to City and obtain approval' before pfoceeding. . The Contractor shall excavate, shape the bottom of the trench and place (tie required pipe bending so That the Made of the replaced pipe matches the existing sen.+ICe line grade, r 1A34 AS-1 PART DA - ADDITIONAL SPECIAL CONDITIONS i urnerous service line paint repairs along w1th lateral lire point repairs and obstruction removals are located In areas which in man} instances will requiro the removal of existing landscaping, structures, sidewalks, driveways, etc. Items removed or dIsturbad shall replaced or restored to original conditions ar bWar. 4, Removal of Debris: Excess excavated material and debris are to be removed from the work site daily. Cost of hauling excess excava[ion and debris is to be included In the price bid for "Service Line Point Repair", 51 Roof and Yard Drains: At th8 locations indicated in Table _ of the Attachments, The Contractor shall disconnect roof and yard drains from the sanitary sewer service Una. For yard drains, the Contractor shall excavate and remove the drain from the yard and plug the line at the property line. For roof drains, the Contractor shall remove the down pout from the drain IIne and piug the line to prevent inflow. in addition,, the Contractor shall €nstall an elbow Wing at the bottarn of the downspout to direct runoff', away from the building. and a concrete splash pad to prevent erasion. 8. Disconnected Service Lines: At tho larations indicatad in Table_ Of Attachments. to the Speciat Contract Document% €he Contractor shall remove the service line no longer in use by excavating at the property line and plugging the service line. 7. Abandonment of Paint Repair, if a pipe is exposed and found in goad condition, not requiring a point repaGr, noirify City Engineer who will record abandonment of point repair. Backfill the excavation, replace pavement or sidewalk and repair and seed or sad unpaved areas, 8. Cleanout. Repair: The Contractor shali make appropriate repairs to cleanuots as indicated in Table _ and as shown on the PLANS, Alt cleanout repair woric small be performad by a licensed Plumber. a. General This special condition describes the repair of sanitary sewer cleanauts located on private property as designated on the iIi Ellinination repair plans. I epalr of [lie cleanouts shall consist of replacing defective cleanout caps or installing new reps where none exist, such that inflow is elirninated, There will be no repairs made to the existing cleanouts that require excavatlon, other than what is required to expose the top of the cleanout so Ihat the new caps can be Installed. ia. Materials Replacement cleanoul caps shall be Dal -Caps as manufactured by Dallas Specialty & MFg, Company, or equal. The rubber caps are held down by stainless steal ckamps. ?f om-$ ASG-1 PART DA - ADDITIONAL SPECIAL CONDITIONS c, Excavation 1) The Gontraotor shalt submit sharp drawings on all materials and equipment to be installed. 2) The Contractor is responsible for autaining right of entry from the property owners prior to performing any work. Property owners should ba notified 48 hours in advance of any work an their property. 3) The Contractor shall restore any disturbed surface to its original or better condition at no separate pay, D. MEASUREMENT AND PAYMENT: I . Payment for service line paint repair shall be on a unit pr[ce basis for each repair performed on all sizes of service limes for the respective depths. The min[mum length of servlce line point repair scull be three (3) feet. No separate pay it the work Is done within the rImits of a service line reconnect as defined In Special Condition, U-28, "Sanitary Sewer Services°'. 2. Measurements far extra length repair is on a linear foot basis for repairs in excess of the minlmurn 8 foot replacement length. 3. All pipe fittings, adapters. ccncreto collars, bedding, and removal and replacements of grass sodding required shall be considered incidental to service line po" repair. 3, if no pay Item is included for any warp rcgUIT-ed to properly campiate a service nine paint repair as spacified, the cost to perform said work, including any required, removal and replacement of materials, shall be considered Incidental to the servJre line point repair, S. Depth of Bury Is to be measured From Natural Ground Level to the Flow tine of the Sanitary Sewer Service Line at the Point of Replacement. The minimum trench width snail be X-o", 8. All excavation, backfill, removal and replacerent of grass sodding and landscaping, plugs, fillings, and splash pads shall be caf idered incidental to removal of yard drains, discannecting roof dra€ns and plugging d€sconneoted service llnes. 7. No separatc payment will he made for the Contractor to obtain written permission to enter prlva, a property, 8, Payment will be mad for Abandon mant of Point Repalrs at the Contract Unit Pr€oa for Excavation and Backfiiil Abandoned point [repairs. 9. Payment shall be mate at the Cantract Unit Price for each sanitary sewer cleanout successfully repaired. Payment shall be full mrnpensation for all materials, equipment, and labor required to perform the work, 111021%04 - - — A -14 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-9 PROTECTIVE iUiANHOLE COATING FOR G ORROS10N PROTE TI0N A. GENERAU Scope; This section governs all work, materials and testing required for the appllcation of Interior protective coating. Structures designated to mciaived interior coating are listed on the construction drawings, The structures are to be coated, including Interior wail, top and bench surfaces. Protective coating for corroslort protection shall meet the requirements of this Specification (and items DA-14 and DA-1 ) and the Man u€acturers re rorn mend ations and specifications. . Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materlals, aquipment, and testing required for the completlgn of protective coating of structures In accordance with manufacturers recommendations. , Manufacturer's Recommendations: Materials and procedures ufilized for the lining process shall he in strlot accordance with manufacturer's recorr mondations. 4. Corrosion Protection: Corroslon protection may he required on all structures WhM high tir bUlence or high H2S content is e?cpocked, B. MATERIALS: 1, Scope: This section governs the materials required for completion of protective coating of designated structures. , Protective Coating, The protective dating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayrocl, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder Wth fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 406. 3. Specialty Cement (if required for leveling or filling): The specialty cement -based coating matertai shall be el (her Quadex QM -Is as man ufactwed by Qtiade , InQ. or Rel[ner M P as manufactured by Standard Cement Materiels, 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 surer enuirownernf, The spay system shall exhibit the minimurn physJual properties as follows: proppq Standard Fong Term Value _ Terislle Strength ASTM 0-638 5,000 Psi Flexural Bt ss ABTA D-790 10,000 psi Flexural MotfullIS ATM D-790 550,000 psi M02M4 A -15 a PAIN D i ADDITIONAL SPECIAL CONDITIONS 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material. which may be toxic urder certain conditions shall be in accordance with the recommendatlons of the manufacturer and In such a manner as to minimize hazard is personnel. It is the responsibility of the Contractor to provide apprmprlate protective measures to ensure that materials are under control at all times and are not avaliabia to unauthorized personnel or animals. All equipment shall be subject to Hie approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installatlons. C. EXECUTION: 1. General, Protective coating shall not be Installed unfli the structure is camplate and In place. 2. Prellminary Repairs: a. All foreign meterlais shall be removed from the interior of the stricture using high pros sure crater spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed stop holes, and voids larger than approximetely one-half (11) inch in thickness shell be filled with patching camp ound as recommended by the material supplierfer this applIcation. C. After all repairs have been completed, remove all loose material. . Prote❑five Coaling: a. The protectIve coating shall be applied to the structure fr❑rn the bottom of the Frame to the bench, down to the top of the trough. The trap of the structure shall also be coated. b, The prctectve coating shall be installed In accordance with the manufacturees recommendaWns and the following procedure. } The stArface shall be thoroughly cleaned of all foreign matertats and matter. ) Place covers over the invert io prevent extraneous material from ontering 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 $trunturo wail and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptablra, to the Engineer. After (he walls are grated, the wooden bench covers shall be removed, 77102104 A tr1 PART D -ADDITIONAL PE IAL CONDITIONS b} The final application shall have a mInimum of three (3) hours cure time or be sat hard to the touch. before being subjected to active flow. G) No applicatlons shall be made to frozen surfaces or If freaAng is expected to occur inside the structure within 24 hours after appllcaticnr 4. Testing of Rehabilitated Manholes: Testing of rehabliitated manholes for watertightness shall be. performed by the Contractor often operations are complete in accordance with the Section D436 - VACUUM TESTING OF SA N ITARY SEW ER MANHOLES, D. MEASUREMENT AND i'AYMENT: Payment shall be based on the Contfact knit Price Bid per vertical foot, measured from the bottom of the frarne to the top of the bench, The Contract Unit Price shall be payment in full for performirig the work and for furnishing all labor, supervision, materials, equipment and material testing required b complete the work. Pressure gloating, If necessary to stop active inflltra0an prior to application of the prateottue coating, shall be Included an the above unit price. Grouting of the pipe seals, bench and trough, and louver portion of a particular structure, It regufred by the Engineer, shall be pa(d for separately+, as specified In Seotion DA-10. MANHOLE REFIAI3it_ITATIGN. DA40 MANHOLE REHABILITATION A. GENERAL 1. Scope. This section covers the rehablfitakion of sanitary sewer manholes and other appurtenances In accordance with the Manhole Rehabililatlon Detalls in the specifications. The rehahilltation requirements for each manhole are listed in the Manhole Rehabilitation Schedule in the speclflcations. Manholo rehabilitation Includes repairing, replacing, or restoring inanhole Frame & cover, frame seal, chfrnney, corbel, wall, bench, invert and/or pipe seal(s). The Contractor shall furnish all labor, supervision, materials, equipment and testfnq required to complete the rohabilltatlon of the manholes listed in these Contract Docurnenls. .General-. Contractor is responsible for locating all manholes scheduled for rehabilitation. Contractor shall notify CIty Engginber if a manhole canfiot be located_ Contractor shall contact Cfty Engineer to determine if materials removed from rehabilitated manholes will remain the property of the Owner. it so, Contractor shall coordinate when and where to deliver salvaged material to the Fort Worth Water Department. If not, Contractor shaft be responsible for disposal of material. Contractor shall provide watchmen, barricades and warning signs to protect his workers, inspectors, and the public. Contactor shall, at no addEtional cosl to the Owner, replace any portion of an existing manhcale that is damaged during rehabfiilailon of the manhole. Contractor shall provide necessary means to prevent wastewater flaw from contacting material Lfsed for rahabllftalton prlar to fully curiflg. Loose and broken brick and mortar shall be removed immediately from the manhole to eliminate the possibility of pieces entering the surer lines. 1 r -1 ASCA 7 PART DA w ADDITIONAL ,SPECIAL CONDITIONS 3_ Submittals. a. Product Informatlon. Contractor shall submit manufacturer's information on products proposed to be used that are not specifically named In the Coniract Documents. b. Personnel QUaliflcations. Prior to starting manhole coating, Contractor shall submit qualffications of personnel that will be performing wall repairs and coating procedures, Proposed personnel shall verify ceri.1fication wlthln the last two years by the westing manufacturer and verity working on at least three projects with similar coating wiihIn the previous 12 months. C. Work Schedule. Prior to beginning work an bench and invert replacements, complete manhole replacements, or constructlen of new maintenance manholes, Contractor shall submit for review by Owner's Representative a plan for maintaining wastewater flow without any interruptions. Contractor shall maintain wastewater flaw at all times. 4. Quality Assurance. Contractor will be responsible for all testing laboratory services in connection with data required for review of materials proposed to be used In the Work. Contractor shall obtain Enginear's acceptance of the testing Jaboratory before having services performed and shall pay for all costs for testing. Owner may, at his discretion, pWQrrn quality control tests on materials during and after their Incorporatlon In the Work. If any of these tests tail, Contractor will be responsible for correcting situatlon and shall pay for any retest. All costs for quality assurance testing wIII be subsidiary to Ilia Work. 5, Delivery, Storage, and Handling. Upon delivery, all material shall immedlateiy be stored and protected until Installed In the Work. All material shall be labeled and stored in accordance to the manufacturer's recommendations and all local, state, and federal regulations. 6_ Testing- All rehabilitated manholes shall be tested In accordance with Section D-63_ B. MATERIALS 1. Cleaners; Water Clean and free from deleterious suhsiances. Cleaners Detergent, murialic acid cfr approved equal. . Wall. Barre Trough. Gr�outing, and fte Seal Repair Hydraulic Cement Strong -Beal Plug, Penny Grout, IPA "Octocrete', or approved equal_ Quick-satting Mortar Strong -Beal Q R, Rapid Set. or approved equal. Urethane Gel Grout Scaler -Seal "5610 and 5612" or approved equal. ementitious Grout Materlal Sauerelsen Cements 7-100 Grout" Dr approved equal, 1100o A -'I 3 PAIN DA - ADDITIONAL SPECIAL CONDITIONS 3, 4. 5, Ca Activated Oakum 31v1 Scotch Seal' " 600" or approved equal. Tvra-Part Epoxy Adhesive Coating American C herniceI Corp_ "Aquatapox " or approved equal. Concrete Bonding Agani Thoro ea.l "Acryl 60" or approved equal. Concrete Materlal in accordance wFth City of Fart Worth Water Departrnen( General Contract Documents. External Manhole Coatln Coal Tar Tnerneo 'r46-460 Heavy Tnerr f=]", I op Coat "Bltumasfic Black Solution", or approved equal. Internal ManhDlo Qoating i Non-cementitious S prayroq "Spray Wall" or Ravers 405, Cementitloos Standard Cement Matedals "Roliner M P" or Quadex "Q M-1 s"'_ Frames, Covers, and Inserts Manhole Frames and Covers Watertlght. Manhole Frames and Covers Manhole Insert — Polyethylene Manhole Insert - Stainless Steel Fiberglass Manhole Liner 7. PVC I-Fned Concrete KEL11 Reconstructlon 8. Joint Material Ad]ustrnent Rings l3iturnastic Gasket Material Eiluma ilc Trowelable Material' 9. Miscellaneous Root Inhibitor G. EXECUTION McKinley "Typa N YAth indented tog". Neenah "R1726K, or approved equal. Neenah "R1915-E, Type L" or approved equal. ormsion-proof hlgh density polyethylene, 1{8" thick In accordance with Fort Worth Water Doparfinent General Standards E'f09- 4. ouch esiern Packing & Seale, Inc., "Tethert-ok", Material in accordance with Section DA-1 of these specffFcations. I aterlai In accordance with Section DA-16 of lhese specifications. Single-plece, precast concrete, ATM C478, 2" min. thickness. RAM-NEI , E - TIK or approved equal. CS-702 compound or approved equal. Dichlobenll 2,6 - dichlorobensonitrile, or approved equal. 1. Inspectlen. Prior to beg innIng the Work ran a menhale, tyre Contractor shall jnspeot the manhole and notify City Engineer if actual miriditions are in confiict with Manhole AS CA 9 1A WORD l u'C P, M PART CAA - ADDITIONAL SPECIAL CONDITIONS IRehabilitatlon Schedule. After pity Engineer reprises schedule, Contractor shall commence with Work. . Manhole Rehablillation Repairs. Each manhole listed in the Manhole Rehabilitatlon Schedule will be repaired w1th at least one of the following repair meftds. The requirements for each repair shall be completed as described fn this section and as indicated on tha Manhole Rehabilltatlon Details irk the specifications, a. Ccvefframe)Frame Seal Replacement. 9) Paved Areas., Make square full depth saw cut and remove the pawmeTit to expose the entire manhole frame and exterior of manhole a rnlnfmurn of 6 Inches below the top of the structurally sound structure, keeping trench sides as vertical as possible. Remove the pavement by breaking out from saw cut toward the Manhole to avoid breaking the frame. Mon -paved Areas: Excavate adjacent to the manhole to expose the entire frame to a minimum depth of 6 inches below the top of the structurally sound structure, keeping trench sides as Vertical as possible. limit excavation to a 6-foot by 6-foot working area. 2) Remove and replace the exls(ing frame, cover, and seating materlal. i=urnfsh bolt dowry frame and cover, if required by Manhole Rehabilitation Schedule in the Specificatlons. If grade rings are broken, deteriorated, or loose, Contractor shall nofffy EngIneer prier to placing manhole frame. Also, If Manhole contains brick grade adjustments on top of concrete corbel or Chimney, Contractor shall replace the brick grade adjustment's with precast concrete rings In accordance with manhole grade ring replacements_ ) Clean exposed Interlor and exterior surfaces of the existing chimney and inspect for rouse. Wire brush and apply a concrete bonding agent and quick sett€rig hydraulic oernent to the top surface of the manhole to provide a smooth surface prior to Installing now grade rings and biturnastic material, 4) Surfaces between the frame, adjustments, and corbel sections shall be free of dirt and debris. Bitumastic gasket material (minimum 1/2 Inch thick) shall be planed €n two concentric rings along the inside and outside edge of each Joint or use Ntumastic trowe[able mater]al. Butt joints of the two rows of blturnastic material shall be positioned opposite of each other_ No steel shims, wood. stones, or any material not specifically accepted by the Enginaor may be used to obtain final surface elevation of the manhole frafne. 5) In paved areas, frames shall be Installed so the top of the casting will conform to the slope and finish elevation of [he pavod surface. Allowances for the compression of the bittiknastic material shall be made to assure a proper final grade elevation. Manhole rims in parkways, lawns, or other Improved (ands shall be at an elevation not more than one (1) Inch nor lass ??tea A -20 PART DA - ADDITIONAL SPECIAL CONDITIONS than one-lialf (1/) inch above the surrounding ground. Backflll shall provide a uniform slope from €Fro manhole frame for not iess than three (3) feet each direction to existing ground elevations. 6) In drainage areas, frames shall be Installed so the top of the casting will be at the same elavation that existed prior to rehabillitating the manhole. 7) If the Inside d1ameter of tine manhole Is too large to safely support new grade adjustments or frame, the corbel stall be replaced or a flattop Installed prior to placing frame, 8) The exposed, a terlor surfaces of manhole corbel, chimney, and frame shal.1 be wire brushed and coated with two cots of coal tar, 14 mils UFT. The grade adjustments shall be wrapped with a 6 mil polyethylene sheet, 9) In unpaved areas, backflll Mth excavated material and compact with mechanical equipment, In paved areas, backflll with granular material meating requfremen ts of ItoM 402 and SectJion E 1 -2 to the IIMits shown on figures in Section H. 10) A concrete collar shall be constructed in accordarrf,—_ vdih Figure 121. Concrete collars will be required on rehabilitated manholes and new replacement manho€es as listed in the manhole rehabliltat€on schedule. Construction of concrete collar wfll be paid for separately for each manha[e and shall include surface restoratior: (Including seedirigisodding) and psrrrmanent pavement repair. Repair of pavement outside of 4 foot by 4 foot concrete collar shall be equal to or superior in composiVon. thickness, etc., to existing pavement and/or as detailed in the Transportation and Public Works Department typ€cal si9ctions for Pavement and Trench Repair for Utility Cuts, Figures I (hrough 5. born -standard concrete collars shall be constructed at locations authorized by the Engineer. b. Reseating/ eaifncg of Existing Frame - Work shall be clone In accordance with Sectlon D- 7, with the exception Ihraat the existing frame shall be reused. The frame and cover shall be Inspected for any defects and notify the Owner's representative If It is damaged or deteriorated_ All scale, dirt, and debris shall be removed From the existing casting with a wire brush. a. Grade Adjustment - All Work snail be done In accordance with Section D- 7, with the exmption that the existing Trame shall be raked or lowered to surrounding surface elevations in accordance with the Grade Adjustment Detail. �) to brick manholes, remove and replace the defective chimney Grp to a maximum of 24 inches below the frarne. if chimney is defedive below 24 Inches, Conlractar shall notify Engineer prior to comp€eling manhole rehabil€talion. ) Eisting defective concrete grade ring adjustments and all trick or block adjustments shall be rep] -aced with precast concrete adjustment rings, 1?02104 A - 1 PART DAB - ADDITIONAL SPECIAL CONDITIONS 3) Where partial manhole replacement is required on the Manhole Rehabllltatlon Schedule, the fallowing shall apply: a) The extent of partial manhole replacement shall be fused on the deplh of deterloration as determined by the Owner's Representative. The remaining structure shall be capable of supporting the newly constructed portlons of the manhole. b) Excavate the work area to expose the entira depth of deledoratlon In the existing manhole to a rnidmum depth of 6 Inches below the top of structurally -sound structure. c) Perform reconstruction to allow easy access Jnta the manhole, No more than 12 inches of depth of precast concrete grade adjustment rings shall be allowed to obtain proper grade, Perform reconstruction in accordance with the Partial Manhole Replacement Detail. d) Seal manhole joints In accordance with Section D-27. e) Precast corbel. or Martel sections may be used as necessary. The diameter of the precast sections shaJI be consistent with the exIs[in g remaining structure. Place a flattop sectlon on existfrig manhole structure prior to setting precast sections. Flattop sectloris shall not overhang existing manhole structures by more than G inches. If the clearance from the underslde of the proposed flattop to the manhole Invert Is less Ih:an 4 Xt feat, the manhole shall be completely replaced. t) Partial Manhola Replacement shall also Include replacement of frame, cover, and sealing of frame and grade adjustments. g) Remove all debrls from reconstruction from the manhole and dJspose of properly. d, Interior Manhole Coating - Interior manhole coating shall meet the requirements of ectlon DA-12, DA-13, DA-14, DA-1 S. DA-16 and DA►-17. el Bench and Invert Rehabllitation 'I) Remove existing detedorated bench and invert material to solid material. Dare shall be taken to avoid allowing broken pieces of brick and mortar to enter the sewer lines. j Apply concrete banding agent and quick setting concrete to form a smooth surface and continuous Invert with the sewer {pipe. New bench and invert shall be formed In accordance w[lh repair bench and Invert RehabilJtation Detail, L Bench and Invert Replacement PART DA - ADDITIONAL SPECIAL CONDITIONS 1) Remove the existing bench and trough completely. If the existing trough is formed of sewer pipe laid continuously (hrough the manhole, special care shall be taken to ensure that the pipe seal and the sewer pipe to remain is not damaged. Contractor shall, at no additlenaI oast, replace any portion of the a €sting manhole or sewer plpe to remain that is damaged during bench and Invert replacement. j Install new bench and trough with Class A concrete in accordance with repair detail. Surface shall be troweled smooth and the invert of the trough shall form a continuous smooth How path from pipes entering the manhole to where They exit. The bench and Ir ved shall form a watertight seal' with the manhole wall, pipe. and bench/trough area, 3) If the manhole base Is deteriorated or nonexistent. the mfnlmum thicl�ness of the bonchArough shall he six Inches. g. Removal of Existing Manhole - Work shall be conducted as specified In Section D- 29. h. Construct New Manhole 1) Completefy remove the existing manhole structure, ) Construct new manhole In accordance with Section b- i of these specifications. Connect to existing sewers using flexible couplings. 3) Contractor shall maint-ain existing wastewater flows at all times. Contractor shall submit a plan For maintaining wastewater flows to the Engineer prior to beginning world, i. pressure Grout Pipe Beals, Bench and Trough. and Lower portion of Manhole 1 } All work shall be clone in accordance w1th Section DA-19 of these specifications. ) Remove all' foreign materials from the manhO18 walls around the pipe seal and wilhin the plpe seal Itself, including all loose and prolrudIng brick, mortar and conorote. Stop active leaks using products specifically for that purpose. 3) Remove deteriorated area of the pipe seal' to sound materlal. Apply bending agent to area and blade hydraulic cerrxenf to fill volds to form a watertight seat around pipe, ) Drlli holes around the pips seal, bench/l.rcugh and lower portlon of the manhole and inject urethane gal grout Into holes In accordance with repair detail. Activated oakum rope shall be used to fill' lhfe Injection hole after rernoval of the grouting probe. Pate the injection hole wJthi hydraulic 11102104 PART DA - ADDITIONAL SPECIAL CONDITIONS A cement and apply a water resistar7t two-part epoxy coating to the patch. Clean all grout from interior of manhola_ Manhole Step Removal - Remove existing manhole steps and fill voids with hydraulic cement In accordance with repair detail. k, Patch Holes - Clean and remove loose debris from holes to be patched. Apply bonding agent to surface of hales and fill voids with hydraulic cement in accordance with repair Patch Holes Detail, Watertight Manhole Insert - Install watertight gasketed manhole inserfs as specifled In Fort 1+ Wh VVate r Department Standard E10 -4. rn Grout Flattop to Wall .Joint - Injection holds shall be drilled through the manhole at 90 degree angles from each other within A inches of the bottorn of the Flattop, Pro► Ide addlticrml }poles near observed defects, If necessary, Urethane gel grout shall be injected through the holes under pressure with a probe designed for this purpose. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. GroutIng from the ground surface will not be allowed. Grout travel shall be verified by observation of grout at detects or adjacent injection doles. Provide additional injectlon holes, if necessary, to ensure grout travel. Injection holes shall be cleared with a drill and patched with a waterproof q ul ak setting mortar. The flattop to wall joint shall be pressure washed. cleaned, filled with a non -shrink grout, and finished smooth. n Mbergiass Manhole insert - Work shall be conducted as speclflad In ecflon DA-1& D. PVC Used Concrete Wall Reconstruction - Work shall be conducted as speclfied in Section DA-19. p. Point Repair to replace Sewer Lane, V-1.5" Diameter - This Item shall apply at those Iocations Indicated in the Manhole Rehabliltation Schedule and those additional locations authorized by the Engineer. The Contractor shall excavate adjacent to the manhole to uncover the damaged sewer pipe. This pipe shall be carefully removed from the manhole to the first sound Joint (maximum` of 5 feet) of pipe. This pipe shall be replaced with SDR 35 PVC pipe of the same nominal size. This plpe skull be connected to the existing sewer using flexible connectors approved by the City. The connection of the new Pipe to the manhole shall be made using flexible gaAels meetIng the requirements of ATV C-923, grouted into the rpanhele wall using non -shrink grOUt. Embedment material shall be installed around the pipe up io the pipe springline. Backfill rnaterial conforming to City specifications shad be placed and compacted as required. This Item shall include surface restoration and permanent pavement repair. q. Bypass Pumping - The ontractar shall furnish and operate pumping equipment and piping as required for bypass pumping necessary to complete any manhole replacement or rehabilitation work. MEASUREMENT AND PAYMENT 11/90N A - 4 PART DA w ADDITIONAL SPECIAL CONDITIONS Frame and Cover Replacement: Payment for InstaIlation of new manha[e frames and covers shall be based on the Contract knit price and the actual quantity Installed, The Contract unit price shall be furl payment for the new manhole frame and cover, excavation, tnstallatfon of the manhole frame and cover, minor grade adjustment, bacKI1l and demolition a disposal of waste materials_ 2. Grade Ring Replacement. Payment for installation of new grade rings small be based on the Contract knit price and the actual quantity of new grade rings installed. The Contract unit price shall be full payment for the new grade rings. All costs for installing and sealing grade rings small he included in the applicable Contract unit price for sealing of frame and grade rings. 3. Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole frames and grade adjustment rings In paved areas shall be based on the Contract unit price and the actual IILUTIber of Mal-pholes where sealing of [lie Manhole frame aridlor grade adjustments in paved are required. The Contract unit price shall be full payment for excavation, pavement removal, sealing materials, installatlon of grade rings, sealing, minor grade adjustment, b ackfill, and demolition and disposal of waste materials. 4. Non -Paved Frame and Grade Adjustment Sealing. Payment for sealing manhole frames and grade adjustment rings In non -paved areas shall be based on tyre Contract unit price and the actual number of manholes where sealing of the manhole frame anchor grade adjustments in non -paved are required. The Contract unit price shall be full payment for excavation, sealing materials, Installation of grade rings. sealing. minor grade adjustment, bac#;f ll. surface restoration, and demollflan and disposal of waste materials, . interior ManholeCoating: Payrnent for Intarlor manhole coating shall be based on the Contract unit price where interior manhole waking Is appifed. The Contract unit price shall be fufl payment for surface preparation, interior coating of the corbel, wall and berich, and cleanup. 6. Pressure Grout Pipe Seals, Bench and Trough, and tower Portion of Manhote: Payment for grouting pipe seals. bench and trough, and lower portion of the manhole shall be based upon the Contract unit price and the actual quan sty of manholes where pipe seals, bench and trOUgh and lower portion of the manhole were groutad. The Contract unit price shall be full payment for the preliminary repairs, rehabilitating the pipe seals, grout material, fristalfation of the grout rnaierfafs and cleanup. 7. Bonch and Invert Rehabilitation: Payment for bench and invert rehal [litatlon shall be Lased upon the Ccritract unit prig and the actual number of manholes where the bench and Invert were rehabilitated_ The Conlract unit price shall be full payment for materials and bench and Invert rehabilitallon. 8. Bench and Invert Replacement: Payment for bench and invert replacement shall be based upon} the Contract unit price and the actual Quantity of manholes where the bench and invert were replaced. The Contract unit price shall be full payment .0./Oz'0.4 AS - 5 PART D -ADDITIONAL SPECIAL. CONDITIONS for materials, installation of materials, and dernollflon and disposal of waste materials. 9. Patch Holes, Payment for patchfng holes shell be based upon the Contract unit price and the actual number of manholes that were patched. The Contract unit price shall be full payment for surface preparation. patching of the holes, and cleanup. This Item Is allowed for payment only when It is included In the Manhole Rehabilitation Schedule. Patching holes prior to interior coating of manholes is not a pay item. 10. Manhole Step Removal, Payment for manhole step removal shall be based upon the Contract unit price per manhole and the actual number of manholes that had stops remover, Tha Contract unit price shall be full payment for removal and disposal of the steps and patching of the volds creaked by step removal, "€fi_ Watertight Manhole Insert: Payment For watertight manhole Inserts of the respective type shall be based upon the Contract unit price and the actual number of inserts of each type Installed. The Contract unit price shall be full payment for the watertight manhole Insert and installation of the Insert in the manhole, 12. New Sanitary Sewer Manhole, Payment shall be made as indicated in Measurement and Payment, Section D-27 in these specifications, This Item shall include up to five (5) Anear feet of near PVC pipe at each manhole pipe connection and connecting to the existing sewer, 13. Concrete Manhole Collars; a. Paved Areas. Payment for mEinhola collars in paved areas shall be based an the Contract unit price and the actual quantity installed. The Contract unit price shell be full payment for labor, materials, pavement sawing, excavating, disposal of waste rnaterlals. Payment shall not Include pavement replacement, which if regulred, shall be paid separately. b. Non -Paved Areas_ Pavement for manhole collars in non -paved areas shall be based on the Contract unit price and the actual quantity installed, The Contract unit price shall be full payment for labor, materials, excavation, disposal of waste materials. and surface restoration, 14. Partial Manhole Replacement: Payment for partial manhole replacement shall be based on the Contract unit price per vortical foot measured from the top of the frame to the top of the structurally sound existing manhole, The Contract unit price shall be full payment for furnishing all labor and materials nccessary, including excavation and removal of the existing structure, replacement of the frame and cover, Installatlon of new adjustment rings, flattop, corbel or wall sections, sealing, backfiiling, and uupaved surface restoration. Payment shall nol Include pavement replacement, Which if required, shall be paid separately, 15. Interior Corrosion Protection: Payment shall be made as indicated In Measurement and Payment, Section DA-9 in these specifications. I IlW of ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS 16. Grout Flattop to Manhole Wall ,point; Payment for grouting the flattop to manhole wall joint shall be based upon the Contract unit price anti the actual number of JoInts grouted. The Contract unit price shall be full payment for all material, labor and cleanup required to complete each Joint grouting. '17. Fiberglass Manhole insert, Payment shall be made as Indicated in Measurement and Payment, Section DA-18 to these specifications. 18. PVC LEned Concrete Wall Reconstruction: Payment shall be made as indicated Ir4 Maas uremen t any! Payment, Sec.tion DA-19 in the so spacifcakions. 19. Point Repair to Replace Serer line, V - 1 " Diameter: Payment for each point repair shall be based upon the Contract unit price for each manhole connection actually repaired. The Contract unit price shall be full payment for all material, labor, and cleanup required to complete each manhole connection repair. 6. Flattop Replacement. Payment fQF each flattop replacement shall be based on the Contract unit price for each fiattap actually replaced. The Contract unil pric's shall be payment in full for all labor, material, and cleanup required to complete each ffattap replacement. payment for frame and cover replacement, grade rings, sealing, grid concrete [nanhole collar as required to complete lira manhole rehabilitatien will be paid for separately at the applicable Con#fact Unit Prices, 1, Bypass Pumping: All bypass pumping shall he a subsidiary obligation of the Contractor. All costs for bypass pumping shall be included in the Contract unit price for the items requiring bypass pumping. DA-1I SURFACE PREPARATION FOR MANHOLE REHABILITATION 0 A GENERAL. This Item shall govem the preperation of ski ffaces iivr manhole rehabilitation. LEANING: 9. Hovers (screens) shall be placed over the pipe inverts to prevent extraneous material from entering tine sewer system. . All Concrete that is net sound or has been dammed by chemical exposure small be removed from the manhole. Loose and protruding brick, mortar and concrete shall be removed using a masonry hammer and chisel andfor scrapers. Existing roots and manhole steps shall be removed by cutting there flush with the wall of the manhole. 3. All contaminates including but not limited curing compounds, efftnmsceme, sealers, all other contaminants shall be removed, to: ells, grease, wakes. Form release, salts, incompatible existing ooatings. and 4. Surfaces to receive protective coating shall be cleaned and abraded to produce a saunrl concretelbrick suFface with adequate profile and porosity to provide a strong PAIN DA - ADDITIONAL SPECIAL CONDITIONS bDnd between the protective coating and the substrate. All foreign matarfais shalt tea removed from the manhole Interior using h19h pressure water spray (500 psi to 4000 psi). Cleaning equipment shall have a pressure gauge that indicates the water pressure being used. 5. Detergent water cleaning, muriatic acid, and hot water blasting shall be used, if necessary, to remove dirt, offs, grease, and other matter ► hich may prevent a good bond of sealing materiel to the manhole surface. A mild chlorine solutlon (household bleaoh) may be used to rieu#rali7-e the surface to diminish microbliological bacterla grWh prior to final rinse and coating. PRELIMINARY REPAIR 'I. All unsealed lifting hays, unsealed step lxole , voids larger than approximately one- half (11 ) inch in thIckness shall be filled with patchIng compound at least one hour (1) prior to application of the first spray rcat, 2. Active leaks sham be stopped using City approvod products specifically for that purpose and accarding to manufacturer's recommendation, Some leaps may require grouting io stop the inflow. QFGUting shall be pWormed in or- wrdance vWh City speclficafions and Sactiori DA-20 - PkE SURE GROUTING. 3. Bench area shall be bully. up it required to provide a uniform slope from the circumferences to the manhole trough, City approved cernentltious patching ccrnpcunds or epoxy grout as recommended by manufacture shall ba used. 4. After all repairs have been completed, all loose material shall he removed from the manhole, Contractor shalI insure no material is allowed to enter the sewer systam. b. Contractor sha[I ensure the manhole Is crear of all detergents and cleaners and that all active Infiltration has been stopped prior to application of protective manhole coatings for rehabilitation. 13. INSPECTION Appllrater shall carefully inspect all surfaces prior to application of protective coating and shall notify Owner of any noticeable disparity in the surface whlch may Interfere with #i-1e proper performance of the repair mortar and protective coating. E. MEASUREMENT AND PAYMENT Payment fcr Surface Preparation shall be considered subsidiary to the cost for interior Manhole Coating or Protective Manhole CoattIng for Corrosion Protection. DA-12 INFERIOR MANHOLE COATING - MICROSILI ATE MORTAR SYSTEM A. GENERAL Scope - This section governs all work, materials and testing required far the application of interior manhole coating_ MaMoles designated for interior ruling are 11/0ZV4 A CY B PART DA - ADDITIONAL SPECIAL CONDITIONS Fated on the Manhole Rehab311tatlon schedule. Interior manhole 000tlrrcg shalt meal the requirements of this section or of Section DA-13, DA-14. DAB 15, DA.16 or D - 17. 2. Description - The on(ractor shall he responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for (lie completion of lniarior coating of manholes In accordance with the Contract DoGurnents. 3. Manufacturers Recornmendatlons - Materials, mixture ratios, and procedures utilized for the coating process small be in accordance with manufacturers' recommendations. 4, Manholes - Manholes to be coated are of brick, block, or concrete construction, ome manholes may have a cernentltious sprayed or trowelled on coating over the original interior surface, B, MATERIALS Scope - This section governs the materials required for completion of interior coating of manholes. . Interior Coating - Reliner iV1 P proprietary pro -blended mixture of camentil<ious and pozzolanic materials, siitoa fume admixture, 100 percent polypropylene fibers and other selected ingre-fients, es manufactured by Standard Cement Materials. No material (other than clean potable water) shall be used with or added to these standard products without prior approval or recommendation of (lie respective manul'acturer. 3. Material Identification - Contnaotor shall completely identify the types of grout, mortar, patching compounds, sealant, andlor root control chamicals used and provide case histories of suecessful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling - Mixing and handl'ing of interior costing, which may be toxic under certain conditions shall be In accordance with the recommerndatIons of the manufacturer and in such a manner as to minlrnize hazard to personnel. It Is the responsibility of the Contractor to provide appropriate proWotive measures to ensure that materials are under control at all limes 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 and application of the coating material shall perform the coating operations. C. F-XECUTION General - Manhole coaft shall not be perrormed until replacement of manhole covers, sealing of manhole fi-a a and grade adjustments, partial manhole replacement, or concrete collar cmnstructlon Is complete. 2, Temperature - Normal Interior coating operation shall be performed at temperatums of 40'F or greater_ No application shall be made when I'reezi11g Is a petted v ithin 24 f 1102l IA - g PAIN DA - ADDITIONAL SPECIAL CONDITIONS hours. If amblent temperatures are In eX ess of 204F, precautlons shall be taken to keep mixing water below WF, using ice if necessary. 3. Interior Manhole Ccrating a. The Interior coating shall ba applled to the menhole from the top of the corbel or flattop to the benchArough, Includilng the benchltrough. b, The Inferior coating shall be applied In accordance with the manufacturer's recommendat[ons and the following pracedure. 1) The surface preparatlen shall comply with the requirements cf Section DA-11, SURFACE PREPARATION FOR MANHOLE REHABILITATION. ) The KlrfaM prior to application shall be deep without noticeable free water droplets or running water. Reliner M P material shall be spray applied (using a manufacturer approved machine) to a minimum uniform ti,ickrness of 1-inch minImum. Tro elfng seal[ begin immediate[y following the spray applIcalion. The trowelled surface shall be smooth with no evidence of previous void areas. After the wafls are coated, the wooden bench covers shall be removed and the bench sprayed with Reliner MSP mater[al in such a manner as to produce a bench having a gradual slope from the wa[is to the invert with the walilbench Intersection bu[it up and rounded to a uniform radius for the full circumference of the intersection. The thickness of the tench ,hall be no leas than I -inch at the invert and she[I increase In the direction or the wall so as to provide the requfred slope. 3) The final application shall have a m1nirmum of furor (4) hours care time befom being subjected to a0va now. Ambient conditions In tho manhole are adequate for curing as long as the manhole Is covered, 4) Traffic shall not be allowed over manholes for 24 hours after reconstruction is complete. 4. Testing of Rehabilitated Manholes a, Testing of rehabilitated manholes for watertightness shall be performed by the contractor after operations are oomp[ete in accordance with Section DA- 21. b. At least two 3-1nQh diameter x 6-inch tell cylinders of the coating matedarl shall be taken from each days work with the date, location and jab recorded an each, The cylinders shall be sent to a certified tasting laboratory For tesi". A compression test +ulll be made per AST M 780 or A TIVI C-10, as 111,a2104 A C-30 PART DAB - ADDITIONAL SPECIAL CONDITIONS recommended by the material rilanufacturer, and the results will be furnished to the Engineer and Owner are request. D, MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertic,01 foot, measured from the top of the corbel or flattop to the tole of the bench. The Contract Unit Price shall ba payment in full for performing the work and for furnishing all labor, sgpervlslan, naaterlats, equipment and all material testing necessary to wmpfete the work. Grouting, If necessary, shall ba Ir dixied in the alaavo Unit prace. Grouting of tha pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required Lo be dome by the Engineer, shall be paid for separately at the Contract Unit P ce. IAA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM A. GENERAL 1, Scope ThIs section governs all work, m toriats and testing irequired for the applicstion of intorlcr manhole coating. Manholes designated for interior coating are listed the Manhole Rehabilltatlon Schedule, interior manhole coating shall meet the mquiremehts of this Soetion or of Saafti DAr'f2, DA-14, DAr15, DA-16 or DA-17. . Description The Contractor shall be responslb.le for the furnishing of all labor, supervision, materials, equipment, and tasting required for the completion of interior coating of manholes in (accordance with the Contract Documcift. '16 Manufacturers R000mmendations Materials, mixture raflos, and procedures uti#lzed for the coating process shall be In ao rdance with manufacturers' recommendagons. 4, Manhotes Manholes to be coated are of brick. Nock, or concrete construction. Some manholes may have a comentWous sprayad or trowelled on coat]rig over the original interior surface. B. MATERIALS Scope This section governs the materials raquired for completion of interior coating of manholes. 2, interior Doatlng 1111OPM A -31 PAIN DA - ADDITIONAL. SPECIAL. CONDITIONS Quadex QM -Is and Quadex Excel proprietary pre -blended cement based synthetic granite �DonnaflR) enhanced polypropylene fiber reinforced coatings as manufactured by Quadex, Inc, No material (other than clear~ potable water) shall be used with or added to Quadex QM -'Is or Quadex Excel vAthouk prior approval or recommendation from Quadex, Inc. 1 Material ldentlfieation Contractor shall completely identify the types of grout, mortar. Patching compounds, sealant, and(or root control chemicals used and provide case histories of successful use or defend the choice of grouting rnater€als based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling Mixing and handlIng of Interior coating, which may be toxic under certain conditions shall be in accordance with the reoommendatlons of the manufacturer and In such a manner as to minimize hazard to personnel. It Is the responsibility of the 0ntmctor to provide apprapdate protective measures to ensure that materials are under control at all times and are net available to unaulhodzed persunnet or anlmals. All equipment shall be subject to the approval of tha Engineer_ Only personnel thoroughly famil l€ar with the handling of the dating material shall perl'orrn the coating operations. C. EXECUTION General Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, QV concrete collar construction is complete, , Temperature Normal interior coating operation shall be performed at temperatures of 4(YF or greater. No application shall be mare when freezing is expected within 24 hours. If ambient temperatures are in excess of WF, precaut€ons shall be la en to keep mixing grater below WF, using Ica of necessary. 31 Interior h+ nhvle Coating a. The Interior coating shall be appi led to the manhole fram the top of the corbal or flattop to the benchArough, includ€ng the benchltrough. b. The Interior coating shall be applied €n accordance with the rnaitiustaclurer's recommendations and the following procedure. I} The surface preparation small comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE REHAEILIATATION. ,1 rOUas AS -3 PART IAA - ADDITIONAL SPECIAL CONDITIONS 2) The surface prior to application shall be damp vwlthout mfteable free water droplets or ruitir~hq water. QM -Is material shall be spray applied (using a Quadex Model 9000 application machine or manufacturer approved equal) to a minlmurn uniform thickness of 1- inch minimum. Troweling shall begin inimediately following the spray applicaliorr, The trowelled surface shall be si=olh Wth no evidence of prevlous veld areas. 3) The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. Ambient conditions In the manhole are adequate for curing as long as the manhole is covered. 4) Traffic shall not be allowed over manholes for 12 hours after reconslruclion is complete. 4. Testing of Rehtabilltated Manholes a. Testing of rehabilitated manholes for Watertightness shall be parformed by the contractor after operations are complete in accordance with Section DA- 21, b. At least two -Inch diameter x 6-Inch tall cylinders of the coating material shall be taken from each days work with the date, location and job recorded on each. The cy]lnders shall be sent to a certifled testing laboratory for tasting. A compression test will be made per ASTIVI C780, and the results will he furnished to the Engineer and Owns on requesi. D, M EAS UREMENT AND PA,YMEN'r Payment shall be based on the Contract Unit Price per vertical foot measured tram the lop of the corbel or flattop to the top of the bench. The Contract Unit Price shall be payment in full For performing the work and for fumfshing all labor. supervision, materials, equipment and all material testing necessary to Complete the worm, Grouting. if necessary to stop activo leaks to manhole wail areas, shall be included In the above unit price. Grouting of the pipe seals, beach and trough, and lower portion of a parllcular manhole, If required by the Manhole rehabilitation Schedule ar required to be done by the Engineer, shall be paid for separately at 1he Contract Unit Price. DA-14 iNTERIOR MANHOLE COATING - SPRAY WALL SYSTEM A. QENERAL Scope This section governs all warts, materials and testing required for the application of interiar manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabililtation Schedule. Interior manhole coating shall meet the requirements or this Section or of Section DA-12, DA-13, DA-15, DA-16 or DA-'I T, f VOZP 04 A C - 3 PART IAA - ADDITIONAL SPECIAL CONDITIONS KA 9 4 DescrapUan The Contractor stall be responslble for the furnishing of all labor, supervision, materials, equipment, and testing required for the mmplafbn of interior coating of manholes in accordance with tha Contract Documents. Manufacturers Recommendations Medals. MI Lure ratios, and procedures utilized for the coating process shall be in accordai-ice with manufacturer's recornmendationa. Manholes Manholes to be coated are of brick, block, ur concrete constructlon. A€I manholes shall have a m1nimurn of one -hair (1/2) Inch specialty cament-based coadng material {Quadex Q -1s or Rel.I per IN P} sprayed or trowelled on coating over the original Interior surface. 1, MATERIALS 1. Scope 4. 5 102M4 This section germs the materials required for compladon of iritaNar coating of manholes. Interior Coating The anterior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Speclalty Cement The specially cement -based oeatfing material shall be either Quadex QMAS as manufactured by Quadex. Inc. or Reiner M P as manufactured by Standard Cement l~.+faterials_ Matedal Identifl ratio n The interior manhole ooa#ing material spayed 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 exhl bit the physical prop eriles as follows: Fero a Standard Lo�g Tarm.Value Tensile Stfencgth ASTM DD 38 5,01)0 ps€ Flexural Stress ATM D-790 10,000 PSI Flexural Modulus ATM D-790 550,000 PSI Mixing and Handling A C-3A. PART DA - ADDITIONAL SPECIAL CONDITIONS A Mixing and handiIng of specially cement material and interior coating material, who may he toxic under certaln conditions shall be to accordance with the recommendations of the manufactUrer and in such a manner as to minimize hal-ard to personnel. It is the responsibility of the Contractor to provide appropriate protecfive measures to ensure that materials are under control at all times and are not available to unauthorized personrial or animals. All equipment shall be subject to the approval of the Engineer. ON personnel thoroughly Camilla rwith the ban d1l]ng of tine coating mater[al shall perform the spray coating operations and coating installations. EXECUTION 1. Gerieful Manhole coating shall not be Installed, untit sealing of manhole frame pond grade adjustments, or partfal manhole replacermerrt when required for the manhole por tha Manhole Rehabilltatlan Schedule, Is carnplete. . Temperature Normal fntarlor coating operation shall be performed at temporatures of G°P or greater. No appi[cation shall be made when freezing is expected with!n 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 interlor costing shall be Installed in accordance with the manufaeturees recommendral<ions and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materlals and matter. Cleaning shell be accomplished by using high pressure water spray (minimum 3500 psi at spray Up), dean[ng with murlatic acid, do greaser, or other solvents as needed in order to remove any film or residue on ilia surface. ) Place corers over the invert to prevent extraneous rnalerial from entering the sewers. 3) Apply a minimum of one-half (112) inch specialty uement prouct (i uadex QM-1s or Kellner M P) smooth surface for the urethane coating material. 4) Spray the ureLhania onto the manhole wail artd bench trough with a minirraurn thickness of 125 mils (0.125 Inches), Thickness to be verifiable 1hrough the use of mathiods acoeptahle to the Ertgirieer, 11MM4 ASC-35 PART D - ADDITIONAL SPECIAL CONDITIONS B) Coat trough area with specialty cement product (Quadex QM -Is or Reliner mP). Testing of Rehabil Rated Manholes a. Testing of rehabifitated manholes for watertightness shell be performed b the Contractor after operations are complete In accordance wlih Scotian DA- 21. D. MEASUREMENT AND PAYMENT Payment -shall be based an the Con ct Unit Price per vertical foot, measured from #ha bottom of the frame to the top of the bench. The Contract Unit Price shall be payment In fell for performing the work and for furnishing all labor, supervision, materiais, equipment and material testing required tc) complete the work. Crnuting, if necessary, shall be included its the above unit price. Grouting of the pipe seals, bench and trough, and Iower partlon of a particular manhole, it required by Manhole Rehab4itation Warts Schedule or required to be done by the Encginoer, shall be paid for separately at the Ccntrect Unit Price. DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM A. GENERAL I rl0M 1, Scope This section govems all work, mateftals and testing required for the appilc tion of interior manhole coating. Manholes designated for interlor coating are listed of thR Manhole Rehabilitation Schedula, listed In Section 1, Interior manhole coating shall meet the requr rements of this .section, or of Section DA-12, DA-13, DA-'14. D -16 or DA-17. . Description The Contractor shWf be msporisible for the furnishing of all labor, supervision, materials, equlprrment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents, 3. Manufacturer's Rewmnlendalions Materials, mixture ratios. and procedures Utilized for the coating promss shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete canstrucfion. A#1 rnanhoies shall have a minimum of cm -,half (112) specialty cement -based coating material (Quadex W is or Reliner MSP) sprayed or trowelled on coating over the original interior surface. ASC-36 PART DA - ADDITIONAL SPECIAL CONDITIONS B. MATERIAL 11 Scarps This section governs tiie materials required for completiork of Interior coating of Manholes. , Interior Coating Raven Ultra High-Bulld epoxy Coating, a two-part epoxy resin system using ' 00% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven t.Inil ng systems and designated as Raven 405, 3, Speclafty Cament The speclaity cement -fused coating matedal shalt be either Quadex QN1-Is as manufactured by Quadlex, Inc. or RolInQr MSP as manVactured by Standard Cement Materials. 4. MaterialIdentiticafion on(ractors will completely ldenly the types of grout, mortar, sealant, andfor root control chemicals proposed and provide case Nstories of successful use or defand the choice of rdrouling materials rased on chernical and physical properties, ease of application, and expected performance. These grouting materials shalt be compatible with Raven 405 interior coating. The contractor shall be responsible for gefting appmval from Raven Lining systems andiof the grout menutaa rers for the use of these grouting rnatedal . . Mixing and Handling Mixing and handling of Interior coating, which may be toAc under certain conditions shall be In accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard iv perSGrin al. II< is the responslbiiiiy of the Contractor to provide appropriate protective measures to ensure that malerials are under control at all times and are not avallable to unauthorized personnel or animals. All equipment shall to subject to (lie approval of the Engineer. Coating shall be performed only by cedilled applicators approved by the manufaalurers. C. EXECUTION 9. General Manhole casting shall not be performed undl sealing of manhole from frame and grade adjustments, parlial manhole replacement. manhole grouting or sewer rep lacernent/reprairs are complete. , Temperatures Normal interlor coating operation shall be perforined at temperatures of 40"F al, greater, No application shall be made when freezing is expected within 24 hours. 11/0Z'04 AS -37 PART D - ADDITIONAL SPECIAL CONDITIONS . Inteftr Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shell be applied to the manhole from the bottom of the manhole frame to the benCNtrough, including the ben&VIrough. b. The interior coating shall be installed fn accordance with the manufacturer's cecommendations and the following procedure. 1) The surface preparation shall comply with the requirements of SecHon DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. . ) Apply a minimum of ere -half (#!) Inch specialty cement -based product �Quadex Qh IS or l eliner IASP) smooth surface for the urethane cvating material. ) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shell be spray applled per manufacturer's recomrnerrcl�ations vita a minimum thickness of '125 mils (0.1 5 inch). 4) After the galls are rated, the wooden bench cerrers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls, 5) The final applicatlDn shall have a minimum of three (3) hours cure Urne or be set hard to the tquch, Wore being subjected to aot[ve flaw. Bj No applications shall be made to frozen surfaces or If freezing is expected to occur in side tha manhole within 24 hours after application, 4, Testing of Rehabilitated Mafihoies a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repairad. Repairs shall be made by 119htly abradIng the surface and brushing the lining material over the area. All Misters and evidence of uneven cover shall be repaired aocording to the manufa,cturees recommandations. Spot check of coating thickness may be made by Owner's Representative, and the oantra,ctor shall repair these areas as regUired, at no additional cost to the Owner. 11102JU4 ASC-38 PART DMA - ADDITIONAL SPECIAL CONDITIONS b. Testing of rehablNated manholes for watertightness shall be performed by the Contractor after operations are complete In accordance with Section DA- 21—11At1UUM TE TING OF REHABILITATED MANHOLES, D. MEASUREMENT AND PAYMENT Payment shall be rased on the Contact Unit Price per verllcal foot, moasured from the bottorn of the frame to the top of the bench. The Contract Unit Brice shall be payment In full for performing the work and for furnishing all labor, supervision, materials, equlpmant all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhate walls shall ba based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING, PERIVIACA T SYSTEM WITH EPDXY LIFER A. GENERAL This section prescribes the minimum standards for the safe and efficlerit rehatAltatfon of sewer structures, utltlzang PeTnacast with Epoxy Liner. B. MATERIAL 1. !teak Plugging Leak Plugging of the same or greater strength than the Urter MIX and/or chemical grouts may be used, If water pressWres are severe, the contractor May drill relief holes at the bottom of the manhole wait to concentrate fire leaks before plugging. . Patching Mix Volds which have not compromised the sto.icture in Its overall soundness must be Filled prior to IInirlg with rnaterlais of the same or greater strength than the Liner Mix. 3, Liner Mix Stull be densely compacted, Rellner Mlicrosilisate cement mortar, Quadex QM -Is and Quaday, Excel cement mortar, or approved equal, applled uniformly at a minimum thickness ef'A inch. Liner Mixes shall attaln strengths as follows: 2424 HOURS 28 DAYS Compressive AST -109 3500 psi 10.000 PSI Flaxijral A `I"M -296 650 psi 800 psi Elasttdly ASTM -460 180,000 psi 1,150,000 psi If shall be delivered In factory prepared packag€ng euitabae for mixing with just the additlon of clean water In the prescribed dosage. No addi#Ives shall be used at the sfte without prior approval, - Y/n a4 AS -3J PART DA -ADDITIONAL SPECIAL CONDITION All vWble leafs must ba plugged priori to appllcatbn of the cementitWs liner with quick setting, non-shrinkhydraulic cement mortar, . EXECUTION Mixing The manufacture's published technloal specifications and dlrecticns for proportioning and mixing shall be strictly followed by the certified applicator. . Equipment EgUprnent shall be as recommended by the manufacturer to ensure proper mIxIng and pumping of the mortat and shall be clears and in goof) worWng order =ording to the manufacture's published recommendations for safe operation. Only factory certified worker's shall uperate with a controllable retrieval methad strait be used to produce a unlforrn and dense application without the reed to trowel which can weaken the mortar. 3. Application Once prepared, the application shall commence, in accord wlth the manufacturer's recommended procedures and In the presonce of the owner's Inspector In a single applicatiion to the prescribed Lhickness (112 Inch or greater) without defy or interruption in order to produce a unlform and monolithic liner. Mulfiple layers with time between for drying are not allowed. Once completed, the manhole shall be covered to prevent aIr drying. 4. Testing & Verification Tasting of rehabilitated manholes for water tightness shall be perforated by the ontractor after operaflans are complete in a=nlanQu with Beckon DA-2 1. The owner's inspector shall verify the thickness with a wet gauge. Any area found to less than the minimum prescribed thickness shall result in the rninlrnum prescrlbed thlckneFs shall resU11 in the Immediate refining of the entire Interior, Two test cubes shall be made from each May's mlx and tested for strength verificabon. D, CORROSION PREVENTION Preparation & Procedure The liner shall be applied to the prepared interior as specl ied In proceeding sections at " inch thickness. Proteolyve Coating 1IIOVO4 A -40 PART DA - ADDITIONAL SPECIAL CONDITIONS The protective coatlrtg shall be a 100% solids epoxy with no volatile organic compounds and white in oolor to optimize visual Inspection. Knlrrium physical properties shalt be: Hardness ATM D-2 40 a shore R Tensille Strength ATM D-6 660 10,000 psi Compressive Strength ASTM D- 95 4 15,000 psi Flexural Strength ASTM 0-79056T 1,000 psi It shall be enlformly spray applied or centrifucgally cast onto the fresh mortar before new bacterial growth can contaminate ate onderlying mortar. It shall have a minimum thickness of 125 m[Is and shall not run or sag duHnq placement. Safety If personnel are required to eater the caffiried space during the application procedure, each and all OSHA requirements as ;well as those required by the manufacturer's material safety data sheets shall be complied with fully, . Testing & Veri9cation The tnterlgr shall be visually Inspected for thoroughness of coverage. When dry to the touch, the entire Interlor shell be tested with a Tin kor & Rasor holiday detector at the prescribed voltage to verify thickness Arid locate pinhroles if any. Deficlencies shall be immediately corrected and retested. E. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical toot, 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 warp and for famishing all labor, supervislon, materials, equipment ali testing nacessary 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. IAA-17 1NTIERlOR MANHOLE COATIN -STRONG -S EAL-S YSTEiVJ X GENERAL Scope. This section gOVerns all work, materials and testing required for the application of Interior manhole coating, Manh❑1es designated ror interior co flag are listed in the Manhole Rehabilitation Schedule, listed in Part 1. interior manhole coating shall meet the requirements of this Section or of Section D -12, IAA-13, DA-14, DA-15 or D,A-10. 2, Description. The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of iriterier coating of manholes in accordance +Wrath the Contract Doouments. Y4102lQ4 A -41 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Manufacturers Recommendations. Materials, mixture ratlus, and procedures utilized for the coating prooess shall be in accordance with manufacturers recommend 4. Manholes. Manholes to be coated are of brick, block, or concrete construction. Some manholes may have a cemen fitious sprayed or trowelled -on coaUng over the original interior surface. 1, Scopo. ThIs section governs the materials required for completion of Interior coating of manholes. 2. Interior Coating. Strong -Seal Systems MS-2A , factory -blended, cement -based , fiber -reinforced coating as manufactured by Strong -Seat Systems of Fine Stuff, AR. No material (oiler than clear~ potable Water) skull be used with or added to Strong -Seal M -2-A► without prior approval or recommeridaticn from Strong -Seal Systems. 3. Materlal identification. Contractor shell completely identify the types of grout, mortar, patching compounds, sealant, andlor root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based an chernical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling. Mixing and handling of interior coating, which may be toxic under certain conditions, shall be In accordance wlth the recommandatlons of the manufacturer and In such a manner as to rninimize haz rd to parsorrnel, It Is the responsiblilty of the Contraotor to provide appropriate protective measures to ensure that materials are under control at all times and are not avallabie to unauthorized personnel or animals. All equipment shall be aubject to the approval of the Engineer. Only personnel thoroughly farnillar with the handling of the coating material shall perform the roattng operations, C. EXECUTION. ? VOZ 04 General. Manhole coating shall not be performed until Teplacement of manhole covers, sealing of manhole frame and grade adjustrner+tsf partial manhole replacement, or concrete collar construclion Is complete, . Preliminary Repaim a) All foreign materials shall removed from the manhole interior using high pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, and concrete shall be removed using a masonry harnmur and chisel andlor scrapers. Existing roots and manhole steps shall be removed by cutting them I" below the surface of the manhole. b) All unseated lifting holes, unsealed step moles, voids larger than approximately one-half (1)2) inch in thickness shall be filled with rapid- A-4 DAFT D - ADDITIONAL SPECIAL CONDITIONS setting, trowel -applied patching compound prior to spray application of the M8-2Ak coating. o) Active leaks shall be stopped using rapid -setting hydrauUc cement products specifically for that purpose and according to manufaclurer's recommendation. Some leaks may require grouting to stop the inflow. Grouting shall be performed In accordance with Section D-0. Contact Strong -Seal Systems for grouting recammer)dataans. d) Akfter all repairs have been completed, remove all loose material. 3. Temperature. Nlorrnal Interior coating operation stall be performed at temperatures of 40 Degrees F or greater. No applioat(on shad be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 80 Degrees F. precautions shall be taken to keep mixing water below 65 Degrees F, using Ice if necessary. 4. Interior Manhote Coating a) The interior coating shall be applied to the manhole from the top of the banchIlrough to the top of the corbel or #[attop, inoludiing the benchitrough. b The Interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. (1) The surface shall be thoroughly cleaned of ail fore [cdn rnate rlaIs and mattor. Cleaning shall be accomplished by using high pressure water spray (minlinum 3500 psi). (2) Place covers over Invert to prevent extraneous rnatsrlal from entering the sewar. (3) The surface prior to appllcatEon shall be damp vy'ahout noticeable free water droplets or running water. MS - A materiai shall be spray appllisd (using a manufacturer approved applicatlun machine) to a uniform th[ckness of 1" minimum. Troweling shall begin Immedlate ly following the sprays application. The trowelled surface shall be smooth with no evidence of previous maid areas. (4) The application shall have a (ninirnum of four hours {4.) CUre tillne before being subjected to active normal flows. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. {5) Traffic shall not be allowed over manholes for '12 hours after reconstruClio n is complete, S. Testing of Rehabilitated Manholes 1IM 104 A - 3 PART DA► - ADDITIONAL SPECIAL CONDITIONS a) Testing of re ha b III Lated manholes for water -tightness shall be performed by ilia contractor after operations are complete In accordance with Section DA- 1 . b) At least four {4) -Inch cubes of the coating material shall be taken from each days work with the bate, location and job recorded on each. The ccbes shall he sent to Strong -Seal Systems, Pine Bluff, AR, for testirtcg. A compression test will be made according to ASTM -109, and the results will be furnished to the engineer and the owner. D, MEASUREMENT AND PAYMENT Payment shall be based on the ConLract Unit price per each manhole coated, The Contract Unit Price shall be payment in full for perfarrning the work and for furnishing all labor~ supervision, materials, equipment and materlmi testing necessary to complete the work. Grouting, It nocessary to stop active leak% In manhole well areas. shall be inctuded in the above unit price. Grouting of the pipe aeals. bench and trough. and lower portion of a particular manhole. if required by the Manhole RehatAlItatlon Wurk Schedule cr required to be dome by the Engineer, shall be paid for separately.` DA-18 RIGID FIBERGLASS MANHOLE LINERS - OMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION - OMITTED DA-20 PRESSURE GROUT114G - OMITTED DA-21 VACUUM TESTING OF REHABILITATED MANHOLES - OMITTED DA-22 F I B E RG LASS MAN HOL ES - 0MITTE0 DA-23 ILO ATION AN EXPOSURE DF MANHO1LE S AND WATER VALVES The contractor shall bs responsible for locating and marking all previously exposed manholes and water valves In each street of this contract before the resurfacing process commences for a par#ioular street. The contractor shall attempt to include the Construction Engineer (if he Is available) in the observation and marking activity. Its any event a strut shall be completely roarked a m1nimum of two () working days before resurfacing begins on any street. Marking the curbs w[th paint is a recommended procedure. It shall be the contractors responsibility to notify (lie utility companies that he has cgfnmencad work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manhoies and valves and expose them for later adjustme5t. Upon completion of a street the contractor shall notify the utllities of this completion and indicate the start of the next one In order for thu utalitles to adjust Facilities accordingly. The following are utility contact persons- compan.7 Telephwe Number contaot Person 11rV0t AS-44 PART D -ADDITIONAL SPECIAL CONDITIONS Southwestern Ball Tetephane 3 -6275 "Hot Line&' Texcis U1111ties 336-9419 Mr. Flay Kruger Ext, 2121 Lane Star 336-8381 Mr. Jim Sennett Ext. 093 City of Port Worth, 871-8100 Mr. Jim Bob Wa eflsld Street Light and SigmaI Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, an traffic lane at a time with In five () working days after completing the laying of proposed H,UA.C, overt@y adjacent to said facilities. Any deviatlon from the above procedure and allotted working days may result In the shut down of the resurfacing operation by the Construction Engineer, The contractor shatl be responsible for all materials, equipment and labor to perform a most accurate fob and all costs to the contractor shall be figured subsidiary to (hIs contract. CAA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER - OMITTED DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS - OMITTED DA-26 REPLACEMENT OF H.M.A.C, PAVEMENT AND BASE The contractor shall remove ail existing deformed H.M.A.C. paverent and/or bad rase material that. shows surface deterioration and/or complete failure. The Engineer will Wentify these areas upon which flme the contractor will begin work, The failed area shall be saw cot, or other similar means, out of the existingg pavemant in square or rectangular fashion. The side fares shall be cut vertically and all failed and loose material excavated. As a part of the excavatlon process, all urisatisfaclory base material shall be removed, if required, to a dapih sufficient to obtain stable subbase, The total depth of excavatlon could range from a couple of Inches to include the surface -base -soma subbase rernovaI For which the Engineer will select the necessary dopth. The remalning good material shall be leveled and uniformly made ready to accept the fill material, All excavated rnalerfal shalt ba hauled off situ, tale same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type D," surface mIx. This item will always be used even if no base Improvements are required, Tho proposed H.M.A.C. repaiv shad hatch the existing pavement section or the depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches, Generally the existing H.M.A.C. pavement thickness will net exceed 6". Before the patch layers are applied, any loose material, mud andlorwater shall be removed/ A ilgA asphalt tacit coat shall be applied to all exposed surfaces, Placement of the surface mix His shall not exceed 3 Inches with vibrator compactions to follow each Ilft. Compactions of the mix shall be to standard densities of the City of fort Worth, made in preparation to accept the recycling process, All appiieable Provisions of Standard Specificaflon item Nos. 300 "Asphalts, Oils, and Emulsions, 304 "Kime Coat", and 312 "Wet -Mix Asphaltic Concrete" shall govern work, I vtle04 AS -45 PART D - ADDITIONAL SPECIAL CONDITIONS The unit price bid per cubic yrord shall be full compensation for al materials, labor, equipment and incidentals necessaryr to complete the work. DA-27 GRADED CRUSHED STOKES - OMITTED DA- 8 WEDGE MILLING " `CO 8" DEPTH 5.0' WIDE - OMIT ED DA-29 BUTT ,JOINTS -- MILLED - OMITTED DA-30 2" H.M.A,C. SURFACE COURSE {TYPE "]D" MIX) All applicable provislons of Standard Specifications, Item Nos. 31 "Hot -Mix Asphaltic, oncrete", 00 "Asphalts, Oils and Emulsions". 304 "Prune Coat", and 313 "Central Plant Recycling -Asphalt oncrete" shall apply to the mnstructlgn methods for this portlon of the project, Standard Specificatlon 312.5 (1) shall be revised as folio s; The prime coat, tack coat, or the asphaltic MIXture shall not be placed uniess the air temperature Is fifty (50) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not ba placed when the wind conditions are unsultabie in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 40 hours prior to placing the KM_A.O. overlay. The City wIII provide Iabara[Dry control as necessary. The unit price bid per square yard of H,M.A .C. complete and in place, shall be full compen" ion for all labor, materials, equipment, tools, and Incidentals necessary to complete the work. OA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER - OMITTED DA-32 NEW 7"CONCRETE VALLEY GUTTER -OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP - OMITCEID DA-34 V PAVEMENT PULVERIZATION-0MITTED DA-35 REINFORCED CONCRETE PAVEMENT OIL EASE (UTILITY CUT) - OMITTED FAA-36 RAISED PAVEMENT MARKERS - OMITTED DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING - OMITTED DA 8 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED $OIL - OMITTED DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC — OMITTED DA-40 C ON C RETE RIP RAP - 0Ml7rED 11M=4 ASC-46 DART DA- ADDITIONAL SPECIAL CONDITIONS DAB-41 CONCRETE CYLiNDER PIPE AND FITTINGS - OMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS - OMITTED DA-43 U14CLAS S IFIED STREET EXCAVATION - 0MITTED DA-44 6° PERFORATED PIPE SIJBDRAIN - OMITTED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWAL S - WITTED DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION -OMITTED DA-47 PAVEMENT REPAIIR IN PARKING AREA - OMITTED DA-48 EASEMENTS AND PERMITS - OMITTED IAA-49 HIGHWAY REQUIREMENT - QMiTTED The Texas Department of Transportatlan requirements pertaining to the constructlon of this project aro enclosad herein and mode part of these speoff lcations. DA-50 CONCRETE ENCASEMENT Concrete enmernent shall be Class E (1500 psi) concrete and for sower line encasements shall conform to Fig. 113; for water line ancasements it shall conform to Fig. 20 of the General Contract Documents, RequIre Monts For such encasement we spudlied in eclions E1- 0 and E2-0 of the General Contract Documents. Payment for work such as fcrmiflg, placing, and finishing Incfuding all tabor, toaIs. equipment and material necessary to complete the work shall he included in the linear f00t. price bid for Concrete Encasernent. All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Mass A {3000 psi) concrete and meet the requirements of Seclion Et- 0 and E2- 4 of the General Contract Documents. Prior to concrate lAacementL a gasket, RAM-Nek or apiaroved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities [noludinq all tabor, tools, equipment, and rnaterlal necessary to complete the work shall be Included In the linear foot price of the appropriate Pipe BID ITEK * s : = * �, �l if a��yli�[Tlli]�1 [�7 3 � '1~'�[.i s .� lK*1k [6]ir1l1_11W31 DA�53 OPEN FIRE LINE INSTALLATION All open fire ride installations will be per attached Figure 32 unless otherwise directed by the Engineer. I7J0,' 4 AS -47 PART DA » ADDITIONAL SPECIAL CONDITIONS The appropriate sfze detector check meter, 14-inch rooter and class 'S' meter boat will he furnished to the Contfactor free of charge; however. the Quntractor will be required to pick up the Items at the Mee Operations Warehouse, Payment for all work, materials, and all necessary appurtenances from the City side flange coupling adapter to the customer side gate valve and box; including Incidental 5 linear feet of pipe. which are required to provide a complete and functional open Fire Ifne installation shall be ffticluded in the price bid for each. Payment for the City side gate valve or Lap valve depending on which is required will be paid for under the appropriate hid item(s). DA-54 WATER SAMPLE STATION - OMITTED DA-55 CURB ON C014CRETE PAVEMENT - OMITTED DA-56 SHOP € RAWINGS - OMITTED DA-57 COST BREAKDOWN - OMITTED DA-58 STANDARD STREET SPECIFICATIONS H.M.A.D. OVERLAY - OMITTED DA-59 H.M.A. . MORE THAN 9 INCHES CHEEP - OMITTED DA-64 ASPHALT DRIVEWAY REPAIR - OMITTED DA-s'f TOP SOIL - OMITTED DA-62 WATER METER AND METED BOX RELOCATION AND A13JUSTl4 ENT This item stall Include raising or lawarinq an existing meter box to the parkway grade specified o payment will be made for adjusting existing bones winch are within 0.001 feet of specified parkway grade. The unit price bid shall be full and st,fficient payment for all labor, equlpmerit and materials used in the adjustment of the meter box. 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 IlMlt to Which a bid item can be inct ased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardloss of the final measured quantities. To the extent (hat C4-4.8 conflicts with this provislon, this provision controls_ No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. In particular, the Contractor shall be aware that It is the Dity's intention (hart the quantities in Unit f be used on an "emergency' basis only. Total quantifies given In the bld proposal may not reflect actual quantities; however, they are givers for the purpose of bidding and awarding the contract. A contract in the amount of $200.000 PART DA - ADDITIONAL SPECIAL CONDITIONS (see Opt(ores to Renew) shall iye awarded with final paynnent based on actual measured quantirtes and the unit price bid In this proposal. Moreover, there is to be not limit on the variation between the estimated quantities shown and actual quantltles parforrned. It Is understood and agreed that the scope of work contemplated in this contract is tinat which is dosignated by the City btt will in not case exceed $200,000 (see Options to Renew) including all change orders. DA-64 WORK ifs HIGHWAY RIGHT OF WAY - OMITTED DA-65 CRUSHED LIMESTONE (FLEX.13ASE) - OMITTED DA-66 OPTION TO RENEW - OMITTED DA-67 NON-EXCLUSIVE CONTRACT - OMITTED DA-68 CONCRETE VALLEY 0UTTER - OMITTED DA-69 TRAFFIC BUTTON - OMITTED DA-70 PAVEMENT STRIPING -OMITTED DA-71 H.M.A.C. TESTING PROCEDURES - OMITTED DA-72 SPECIFICATION REFERENCES -OMITTED DA-73 RELOCATION OF SPRINKLER SYSTEM BACK' FLOW IPRIEVENTERIC014TROL VALVE AND BOX The relocation arid reousnaction of spJnIder system control valve and box will be required as shown an the Plans, andlor as desorilbed in these Spacial Contract Documents in addltlon to those located In the field and identiffed by tho Engineer, A minimum of twenty-four (4) hours advance notice shall be given when service interruption vW8l he required, When the relocation Is required, separate payment will be allowed for the relocation of sprinkler back -flow preventer or control valve and box, Payment for a]I work and matcrlal such as Lack -Mill, fittings, five (5) feet of PVC Schedule 40 and all material labar, and equipment used by and for the licensed plumber shall be included In the price laid for the ratocation of sprinkler back -flew preventer or control valve and box, All other costs will be Included in other appropriate bid ltern(s). DA-74 i ESILIENT-SEATED GATE VALVES Any resilient -seated gate valves supplied for this contract shall conform to Material Standard EI-26, STANDARD SPECIFICATIONS rOR RE ILICK-SEATED GATE VALVES, with the exceptlon of size requirements In sections E-26. 1, Al resilient -seated gate valves shall be mechanical joints and lee approved on the City of Fort Worth Standard Produd List. DA-75 EMERGENCY SITUATION, JOB MOVE -IN 1102104 Aso-49 ITT DA -ADDITIONAL SPECIAL CONDITIONS The Owner or Engineer shall determine when an emergency situation shall exist. Whert water emergency work I,s {moored, the Contractor shall mobifte to the said location within twenty -flour (4) hours after given notiflcattort from the Inspector and/or Project Manager. The Contractor shall make all necessary arrangements for bypass pumping, setting up harr cades, netif�ing citizens, etc., while waiting for other utltlUes to be located as directed by the Engineer. The Contractor shall work continuously until the emergency work order has been completed at a time agreed to by Ilse Project Manager, Inspector, and Contractor. After the emargancy work order has been completed, there will be no additional ",fob Move -in" charges paid to remobilize bank to the previous project location site. DA-76 ? 1f2" & 2" COPPER SERVICE - OMITTED DA-77 SCOPE OF WORK (UTIL. CUT) - OMITTED DA-78 CONTRACTOR'S RE PON IBILTY (UTIL. CUT) - OMr TED DA-79 CONTRACT TfME (UTIL. CUT) -OMITTED DA-00 REQUIRED CREW PERSONNEL & EQUIPMENT JUTIL. CUT) � OMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) - OMITTED DA-82 LIQUIDATED DAMAGES (UTIL.. CUB) � OM[ rFED DA-93 PAVING REPAIR EDGE (UTIL. CUT) - OMITTED DA-84 TRENCH BACKFILL (UTIL. CLFT) - OMITTED DA-85 CLEAN-UP (UTIL,. CUT) - OMITTED D -86 P R 0 P ERTY ACCESS (UTIL. CUT) - 0MITTED DA-87 SUBMISSION OF BIDS (UTIL. CUT) � OMITTED DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL,. OUT) - OMITTED CAA-89 CONCRETE BASE REPAID FOP. UNIT li & UNIT III (UTIL. CUT) - OMITTED DA-90 " TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) - OMITTED DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. UT) - OMITTED DA-92 MAINTENANCE BOND (UTIL. CUT) - OM"ED IAA-93 BRICK PAVEMENT (UTIL. CUT) - OMITTED DA-94 LIME S TAB ILIZED SUBCRADE (UTIL. CUT) - 0Ml7rED fIA32144 A C-50 PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-95 CEMENT STABILIZED SUBORADE (UTIL. OUT) - OMITTED IAA-96 REPAIR OF STORM DRA►IN1 STRUCTURES (UTIL. OUT) - OMITTED DA-97 "QUICK -SEA'" CONCRETE (UTIL. CUT) - 0MITTE0 DA-98 UTILITY ADJU ST M ENT (UTIL. CUT) - OMITTED DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMP (UTIL, CUT) OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAID (UTIL. CUT) - OMITTED DA-101 CONCRETE CURB AND GUTTER (UTJL. CUT) - OMITTED DA-102 PAYMENT (UTIL. OUT) -OMITTED DA-103 DEHOI_ES (MISC. EXT.) - OMITTED DA-104 CONSTRUCTION LIMITATION (MISC. EXT.) -OMITTED DA-105 PRESSURE CLEAVING AND TESTING (MISC. EXT.) - OMITTED D -106 BID QUANTITIES (MISC. EXT.) - OMITTED DAk-107 LIFE OF CONTRACT (MISC. EXT.) - OMITTED DA-108 FLOWABLE FILL (DISC. EXT.) - OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) - OMITTED DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) -OMITTED DA-111 VVORK ORDER COMPLETION TIME (MISC. REPL.) � OMITTED DA 112 MOVE IN CIIAROES (Mf O. REPL.) - OMTTED DA-113 PROJECT SIGNS (MISC. REPL.) - OMITTED DA-114 LIQUIDATED DAMAGES (MISC, REPL.) -OMITTED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC, REPL.) -OMITTED DA-116 FIELD OFFICE -OMITTED DA-117 TRAFFIC CONTROL PLAN - OMITTED DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS - OMITIED 111Oas A C -5'I 'TECHNICAL SPECIFICATIONS (Part E - Meier Department) SECTION E -SPECIFICATIONS JAN UARY 1, 1978 All materials, construction methods and procedures used in this project shall conform to Sections E1, E2 and E2A of the Fort Worth Water Department General ,Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. ►PENT*1 E1 MATERIALS SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows:) G. Additional backfill requirements when approved for use in streets: (1) Type B. Backfill (c) Maximum plastic index (PI) shall be 8. (2) Type C Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall- remain unchanged). (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E1-2.11 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). SECTION-E1-18A — REINFORCED PLASTIC WATER METER BOXES El. I 8A. I SCOPE: This specification covers three types of water meter boxes, Type A Type B and Type C. E1.18A.1.1 Class A Standard Meter Box: Intended for use with services utilizing 5/8" X W. 3/'f and 1" meters. ti E1.18A.1.2 Class B Standard Meter'Box: Intended for use with services utilizing 1-1/2" and 2" meters. E1.18A.1.3 Class C Standard Meter Box: Intended for use with services utilizing two 5/8" X 3/ or 3/'} meters. E1.18A.2 CONSTRUCTION: Reinforced plastic water meter boxes andiron cover lids under this specification will include three specific•sizes of a rectangular shape. Those three sizes will be referred to us: CLASS 'A', I V x 18" Box, 12" high CLASS '13% 15.25" x 27" Box, 12" high CLASS 'C', 18" x 16" Box, 12" high E1.18A.3 REINFORCED PLASTIC METER BOX SPECIFICATION The meter box shall be constructed of Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D-883-95A and have a minimum wall thickness of .500". The exterior shall be black to provide UV protection. Boxes shall'be able to withstand a minimum 15,000 pounds vertical load and shall withstand a minimum 400 pounds sidewall load. The meter box exterior shall be free from seams or parting lines and all edges and comers are to be smooth and free from sharp edges so the unit can be handled safely without gloves. E1.18A.4 IRON METER BOX LID SPECIFICATION The meter box lids are to be made of cast iron according to ASTM A48-84, Class 30-B or ductile iron according to ASTM A-536. The lids shall withstand a minimum vertical load of 15,000 pounds. Castings are coated with a bituminous emulsified asphalt unless otherwise specified, ground smooth, and cleaned with shot blasting, to get a uniform quality free from strength defects and distortions. Dimensions shall be within industry standards of plus or minus (+/-) one -sixteenth of an inch per foot. All castings will bear the Manufacturers IS (name or logo) and Country of Origin. Casting weights may very plus or minus (+/-),five percent from drawing weight per industry standards. ,; I SECTION C (Transportation and Public Works) Special Instructions to Bidders (TPW) Special Provisions for Street and Storm Drain General Construction Notes (TPW) i a I 0 SPECIAL INSTRUCTIONS TO BIDDERS (T/PW) SPECIAL INSTRUCTIONS TO BIDDERS BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder falls to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that Is authorized and admitted as a reinsurer in the state 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. PROPOSAL: 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 unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work In any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non -responsive. 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of ninety (90) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. 5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. if the total contract price is $26,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. SPECIAL INSTRUCTIONS TO BIDDERS -1- B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. All contracts shall require a Maintenance Bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two (2) years after the date of acceptance of the project from defects in workmanship and/or material. To be an acceptable surety on the performance, payment and maintenance bands, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state 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. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not discriminate against any person(s) because of sex, race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A 29 of the Code of the City of Fort Worth (1986), as amended, prohibiting discrimination in employment practices. 8. WAGE RATES: All bidders will be required to comply with provision 6169a of "Vernon Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an Independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non -owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. n K T ADDITIONAL INSURANCE REQUIREMENTS: SPECIAL INSTRUCTIONS TO BIDDERS �i� 9�• 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. 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. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: Vli or equivalent measure of financial strength and solvency. F. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. 1. 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. L. 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. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non-resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the non-resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. SPECIAL INSTRUCTIONS TO BIDDERS -3- "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE: 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 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. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre -construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the MIWBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the MIWBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor must meet the terms of the MIWBE Ordinance by complying with the following procedures: A M/WBE Participation Report_ Farm must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. ® Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an MIWBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide a brief explanation. The Contractor shall provide the M/WBE Office proof of payment to the MIWBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. SPECIAL INSTRUCTIONS TO BIDDERS -4- If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the MMBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Request for Approval of Chance Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed MIWBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre -approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. ® Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the MNVBE Office with a Final Summary Payment Report Form to reflect the total participation from ALL (M/WBE and non-MNVBE's) subcontractors/suppliers utilized on the project. All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M/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 M/WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. AMBIGUITY: In case of ambiguity or lack of dearness in stating process in the proposal, the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14. PAYMENT, FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: The contractor will receive full payment (less 5% retainage) from the city for each pay period. Payment of the retainage will be made with the final payment upon acceptance of the project as being complete. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m. -10:00 a.m. being critical ozone forming periods each day. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. SPECIAL INSTRUCTIONS TO BIDDERS -5- 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 Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate 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 employees providing services on a project, for the duration of the project. 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. Persons providing services on the project ("subcontractor" iR 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 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 service 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) for 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 to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City 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. P. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten 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. SPECIAL INSTRUCTIONS TO BIDDERS -6- H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' 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. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity 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 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. J. 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 workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self-insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "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 Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least SPECIAL INSTRUCTIONS TO BIDDERS -7- 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 WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' 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." 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against any person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those contract a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18. DISCRIMINATIOM DUI; TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. END OF SECTION SPECIAL INSTRUCTIONS TO BIDDERS -8- SPECIAL PROVISIONS FOR STREET AND STORM ®RAIN SPECIAL PROVISIONS FOR STREET AND S` ORM DEN IMPROVEMENTS "able of Contents 1. SCOPE OF WORK .................. ........ ........................................................................................... ........... ...SP-4 2. AWARD OF CONTRACT ................................................................ ....................................................SP-4 3. PRECONSTRUCTION CONFERENCE.............................................................. ................................... .SP-4 4. EXAMINATION OF SITE................................................................................................................... ..SP4 5. BID SUBMITTAL .......... ........................................................................................................................... SP-5 6. WATER FOR CONSTRUCTION-- ..... .................................................... ....................... . . ...... SP-5 7. SANITARY FACILITIES FOR WORKMF.RS.........................................................................................SP-5 - 8. PAYMENT ......................... ......... ................................................................................ ........ ...................... SP-5 9. SUBSIDIARY WORK..............................................................................................................................SP-5 10. LEGAL RELATIONS AND RESPONSIBILITIES TOTHE PUBLIC......................................................................................................................................SP-5 11. WAGE RATES .................................... ................ ................. ................................. .............. ................ ...... SP-5 12. EXISTING UTILITIES ............................... ....... ........................ ............................................................... SP-5 13. PARKWAY CONSTRUCTION.............................................................. .................................................. SP-5 14, MATERIAL STORAGE.................................................................................................I.........................SP-5 15. PROTECTION OF EXISTING UTILITIES ANDIMPROVEMENTS..........................................................................................................................SP-6 16. INCREASE OR DECREASE IN QUANTITIES ......................................................................................SP-6 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS........................................................... SP-6 18. EQUAL EMPLOYMENT PROVISIONS ... ....................................................................... .......................SP-6 19. MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE ...... ..................... .................................................. .............. ............................. SP-7 20. FINAL CLEAN UP .......................................................... .......................................................... ............... SP-8 21. CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATIONLAW ................. ........................................................... ..... .........................................SP-8 22. SUBSTITUTIONS................................................................................................................................. SP-11 23. MECHANICS AND MATERIAISMEN'S LIEN................................................................................... SP-11 24. WORK ORDER DELAY........................................................................................................................ SP�-11 25. WORKING DAYS.................................................................................................................................. SP-11 26. RIGHT TO ABANDON.......................................................................................................................... SP-11 27. CONSTRUCTION SPECIFICATIONS.................................................................................................. SP-11 28. MAINTENANCE STATEMENT........................................................................................................... SP-11 29. DELAYS.................................................................................................................................. SP-11 30. DETOURS AND BARRICADES........................................................................................................... SP-12 31. DISPOSAL OF SPOILIFIL,L MATERIAL............................................................................................. SP-12 32. QUALITY CONTROL TESTING.......................................................................................................... SP-12 33. PROPERTY ACCESS............................................................................................................................. SP-13 34. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ............................................... SP-13 35. WATER DEPARTMENT PRE-QUALIFICATIONS............................................................................. SP-13 36. RIGHT TO AUDIT................................................................................................................................. SP-13 37. CONSTRUCTION STAKES................................................................................................................... SP-14 38. LOCATION OF NEW WALKS AND DRIVEWAYS................................................................ . SP-14 0;5/27105 SPA SPECIAL PROVISIONS FOR STREET AND STORM DEN U4POVEMEN` S Table of Contents CONSTRUCTION ITEMS: 41. PAY ITEM - UNCLASSIFIED STREET EXCAVATION...................................................................... SP-15 42. PAY ITEM - 6" REINFORCED CONCRETE PAVEMENT.................................................................. SP-16 43. PAY ITEM -SILICONE JOINT SEALING............................................................................................. SP-16 44. PAY ITEM -7" CONCRETE CURB....................................................................................................... SP20 45. PAY ITEM -RETAINING WALL........................................................................................................... SP-20 46. PAY ITEM -REPLACE EXIST. CURB AND GUTTER........................................................................ SP-20 47. PAY ITEM -HMAC TRANSITION........................................................................................................ SP-20 48. PAY ITEM -6" PIPE SUBDRAIN.......................................................................................................... SP-20 49. PAY ITEM -TRENCH SAFETY............................................................................................................. SP-20 50. PAY ITEM - 8" THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SU13GRADE STABILIZATION............................................................................................................... SP-21 51. PAY ITEM -6" HMAC PAVEMENT (THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES)................................................................................................................. SP 21 52, PAY ITEM -CONCRETE PLAT WORK (CURB, CURB & GUTTER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS) ...................................... SP-22 53. PAY ITEM- REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEELCHAIR RAMPS................................................................. SP-22 54. PAY ITEM -REMOVE EXISTING CURB AND GUTTER................................................................... SP-22 55. PAY ITEM -REMOVE EXISTING CURB INLET................................................................................ SP-22 56. PAY ITEM - 6" REINFORCED CONCRETE DRIVEWAY.................................................................. SP-23 57. PAY ITEM - REMOVE AND CONSTRUCT CONCRETE STEPS ....................................................... SP-23 58, PAY ITEM- 4' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR. RAMP...................................................................................................... SP-23 59. PAY ITEM -REMOVE AND REPLACE FENCE............................................................................... SP-23 60. PAY ITEM -STANDARD 7" CURB AND 18" GUTTER. ............ ................................... . ............. _ ... SP-24 61. PAY ITEM -REMOVE AND RECONSTRUCT MAILBOXES!MISCELLANEOUS ........................... SP-24 62. PAY ITEM -BORROW........................................................................................................................... SP-24 63. PAY ITEM -CEMENT STABILIZATION ............................................................................................. SP-24 64. PAY ITEM -CEMENT............................................................................................................................ SP-24 65. PAY ITEM -NEW 7" CONCRETE VALLEY GUTTER....................................................................... SP-24 66. PAY ITEM -STORM DRAIN INLETS................................................................................................... SP-25 67. PAY ITEM -TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN ......................................................................................................... SP-25 68. PAY ITEM - STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE)...................... .......................................... ... SP-25 69. PRE BID ITEM - PROJECT DESIGNATION SIGN.............................................................................. SP-27 70. PRE BID ITEM - UTILITY ADJUSTMENT.......................................................................................... SP-27 71. PRE BID ITEM - TOP SOIL.................................................................................................................... SP-27 72. PRE BID ITEM - ADJUST WATER VALVE BOX............................................................................... SP-28 73. PRE BID ITEM - MANHOLE ADJUSTMENT...................................................................................... SP-28 74. PRE BID ITEM - ADJUST WATER METER BOX............................................................................... SP-28 75. NON -PAY ITEM - CLEARING AND GRUBBING............................................................................... SP-28 76, NON -PAY ITEM - SPRINKLING FOR DUST CONTROL................................................................... SP-28 77. NON -PAY ITEM - PROTECTION OF TREES, PLANTS AND SOILS........,__ .... ..................... - SP-28 78. NON -PAY ITEM - CONCRETE COLORED SURFACE ............................................ .............. SP-29 0.R7!(}5 S P-2 1 SPECIAL PROVISIONS FOR STRE+ T, AND STORM DRAIN IMPROVEMENTS Tame of Contents 79. NON -PAY ITEM - PROJECT CLEAN-UP............................................................................................. SP-29 80. NON -PAY ITEM - PROJECT SCHEDULE............................................................................................ SP 29 81. NON -PAY ITEM - NOTIFICATION OF RESIDENTS.......................................................................... SP-29 82. NON -PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION .............. SP-29 83. NON -PAY ITEM - PRE -CONSTRUCTION NEIGHBORHOOD MEETING ....................................... SP-30 84. NON -PAY ITEM - WASHED ROCK..................................................................................................... SP-30 85. NON -PAY ITEM - SAWCUT OF EXISTING CONCRETE.................................................................. SP-30 86. NON PAY ITEM - LOCATION AND EXPOSURE OF MANHOLES ANDWATER VALVES.......................................................................................... SP-30 87. NON PAY ITEM - TIE-IN INTO STORM DRAIN STRUCTURE....................................................... SP-31 88. NON -PAY ITEM - SPRINKLER HEAD ADJUSTMENT..................................................................... SP-31 ` 89. NON -PAY ITEM - FEE FOR STREET USE PERMITS AND RE -INSPECTIONS .............................. SP-31 9.0 '�-. ¢A 1 ��ORAi��r ERD5I01•1;:SEi�IiVIEN�' ANl�'��ATER r litlr�DI4IRVL.(1�C1R1)15iut�l3lslt .AitL�As LESS.'3'C3AI 1 iCRE):F'S 3 M512 M SP-3 SPECIAL PROVISIONS FOR STREET AND STORM (DRAIN IMPROVEMENTS FOR: PAVING RECONSTRUCTION: D.O.E. NO. 1. SCOPE OF WORK: The work covered by these puns and specifications consist of the following: Reconstruction of and all other miscellaneous items of construction to be performed as outlined in the plans and specifications which are necessary to satisfactorily complete the work. Bidders are hereby informed that the Director of tfif Deparirnent bf Eng�neerin reserves the right to evaluate and recommend to the City Council the best.l3clffat is considered to be in the best interest of the City. 3, PRECONSTRUCTION CONFERENCE: The successful Contractor, Engineer, and' = C1 `; shall meet at the tail of the City for a preconstruction conference before any of its work begins on this project. At this time, details of sequencing of the work, contact indivlduals for each party, request for survey, and pay requests will be covered. Prior to the meeting, the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared durr ink this conference to allow an orderl)Lsequence. of projieci construction # ° ilf" ti3 ttwt ne4f s ln'eer who. urenared 4. 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 that 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 preparation of the Proposal and all unusual condffions. that'may _give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. During the construction of this project, it is required that all parkways be excavated and shaped including bar ditches at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. During construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 5. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining D512W10 S P-4 contract documents intact may be grounds for designating bids as "non -responsive" and rejecting bids as appropriate and as determined by the I]Irector of tw��yDepartment of Enginegnng' 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WbARtRS: The Contractor shall provide all necessary conveniences for the use of virgrkers at the project site. Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, 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 or work, the cost of which shall be included In the price bid in the Proposal for each bid item,_ ir�ciydiig brit rat lirito sisrface=i estvratlor c�l�ea�up ancreloGat of � gf;marlboXes. All objectionable matter required to be removed Foci within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102 "Clearing and Grubbing" and shall be subsidiary to the other items of the contract. 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the "Standard Specilications,.for Sheet antl Storrrµl]rafn Constfuction"„ 11. WAGE RATES: Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rat_e_s, The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. Penaltv for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and 0512 M SP-5 wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Re aired if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance With the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (11) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall Include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. (Wage rates are attached at the end of this section.) 12. EXISTING UTILITIES: The locations and dimensions shown on theplans relative to existing utilities are based on the best information available. It shall be the' responsibility to verify location of adjacent and/or conflicting utilities sufficiently In advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. The Contractor shall take all necessary precautions in order to protect all services encountered. An damage to utilities and an losses to the utility., due to disruption of service resulting from Y g Y tY .:..:. . the Contractor's operations shall be at the Contractor's expense. 13. PARKWAY CONSTRUCTION: During the construction of this project, it will be required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Director of the.D� pam�en# of E,gi�eerg. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Cortractai has obtained permission from the property bity. 05/27105 SP-6 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The ,t.;. or shall take adequate measures to protect all existing structures, improvements and utilities, which may be encountered. The utility lines and conduits shown on 'the plans are for information only and are not guaranteed by the City or 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. 16. INCREASE OR DECREASE_IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submittina a bid. Nodditlorial`<`compensation. s :all<be r�aiclstfl.Ctihtractiar for.etrors irr;t: e 17. 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13 A-21 through 12- A 29) prohibiting discrimination in employments practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer 05127N SP-7 any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 19. MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: in accordance with City of Fort Worth Ordinance No. ,15530 ;tl`eCiEy has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, MIWBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within fine (5) city business days after bid opening. Failure to comply shall render the bid non -responsive. Upon request, Contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (MIWBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE andlor WBE. The misrepresentation of acts (other than a negligent misrepresentation) and /or the commission fraud by the Contractor will be grounds for termination of the contract andlor initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non -responsive to specifications. Contractor shall provide copies of subcontracts or co -signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the MIWBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace or currently doing business in the marketplace at time of bid. The Contractor shall contact all such MIWBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non -responsive. Whenever a change order affects the work of an MIWBE subcontractor or supplier, the-M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the MIWBE coordinator shall determine the goals applicable to the work to be performed under the change order During the term of the contract the contract shall: Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the Contractor had represented he would perform with his forces, the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. C. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 20. FINAL CLEAN-UP: Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been cnmpfetec . No more than seven days shall elapse after completion of construction before the roadway -and R.OW. 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 or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. 21. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. DEFINITIONS: b. 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. 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. 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, Cityoperifo(s, 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. 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 05127IOh5 SP-9 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 to 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. g. The Contractor shall notify the governmental entity in writing by certified mall or personal delivery, within ten (10) days after the Contractor knew or should have known, or 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, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. i. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain form 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 40M SP-10 (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; (c) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (d) notify the governmental entity in writing by certified mail or personas 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 (e) 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. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with appropriate insurance carrier or, in the case of a self - insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions. k. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entities the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity. B. 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 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 worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identify 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". Q,51_2710.5 SP-11 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of uaffm the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written jpermission of the Engineer to make a substitution for the atertal :tfaf has been specified. !1ITk%4re the term "ore equal", or `bra roved equal" is used, it is ??. p q PP q 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 substitutes is procured by the Contractor. Where the term "or equal", 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 providing 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 the sub -section as related to "substitutions" shall be applicable to all sections of these specifications. 23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24. WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities, right-of-ways, easements and/or permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 26. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 27. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call -out for the pay item by the Engineer. 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. 28. MAINTENANCE STATEMENT: 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 and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29. 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 051M S P-12 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 Director o thems '6 trneni o k n nperin and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. if delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 30. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications "Harriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1." 31. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering 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 Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the fiifing is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. 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 spolllfill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 32. 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 on site 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 WN SP-13 specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the Item being tested. (e) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage -type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de -energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (a) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35. WATER DEPARTMENT PRE -QUALIFICATIONS: 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 shalt govern performance of all such work. 36. 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 05l27I,_ SP-14 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 workspace 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, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) 37. CONSTRUCTION STAKES: The City, through Its Surveyor or agent, will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade 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.), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/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, in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost, destroyed, or disturbed, that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place, then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. 38. LOCATION OF NEW -WALKS AND DRIVEWAYS; The Contractor will make every effort to protect existing trees within the parkway, with the approval of the engineer the Contractor may re -locate proposed new driveways and walks around existing trees to minimize damage to trees. 39. 0:5f2710 SP-15 t,equipmept". m6tefl.als, 2ind,..-Ia.b.Pr.,1i 0.. 00-0.0 `e -ic-proptletiowaf, the. 1rvork' '.Wilhinilhe time:'-:: irk. the"" 'e`nft the ,0- 6n'tr.dCt6e, f-1ke"Ne's' su I efte.r. J-h-6-Co-11tr'Mot.'sh8ill id tdili :M' i I c P"' h�r hW moiefed .......... The .Texas on, nrnentbi.: 'Qua ity ' ...... ion -vat '.Jhq Meflbna Weather Service,:- ili issue IhO'Ali, 0o16tioh:Watchby',3!00"b-rfi.-.an- 11E- 2ft6m6on priu-ii 'toy. thd A rJpy-.,Cn designated i i-. P611uti n Watc: ai Con tractor beaf to .res pqrtsibifir of l j.epgw aare that such - days have been "design;#6d,., 'A shEi -Pollution- Vqatcn,ypysa . .. h0*1h. 41. PAY ITEM - UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. MW SP-1 6 During the construction of this project, it is required that all parkways be excavated and shaped at the some time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer. The intention of the city is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. 42. PAY ITEM - 6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall apply. - The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. (b) Once an evaluation of the pavement Is made to determine whether the crack is due to distress or minor shrinkage, the following policy will apply: (1) When the crack is minor and due to shrinkage (cosmetic), then no further treatment will be needed. (2) If the crack is due to distress (structural), the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement. (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer. Screeds will not be allowed except if approved by the Construction Engineer. 43. PAY ITEM - SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. MATERIALS 2.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall fumish the Engineer certification by an independent testing laboratory that the silicone joint 051m SP-17 sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 2.3 Self -Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self -leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal. Self -Leveling Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED k*' Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1476 Specific Gravity 1.206 to 1.340 ** Skin -Over Time, minutes max. 60 Cure Time, days 14 to 21 **� Full Adhesion, days 14 to 21 AS CURED - AFTER ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ +1001-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) 2.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw -cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. 3. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch Q5127°105 SP-18 width "green" saw -cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant Installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising. 4. EQUIPMENT 4.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 4.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 4.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw -cut joint. 4.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow -tube shall fir into the saw -cut joint. 4.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 4.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. 4.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 4.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 5. CONSTRUCTION METHODS 5.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations 5.2 Sawing Joints: The joints shall be saw -cut to the width and depth as shown on the "Construction Detail' sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 5.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one -direction to prevent joint contamination. M/2-7N SP-19 When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the jolnt. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown -out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed In the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 5.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be seated unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dryjoints before the sealing operation commences. The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for frrV� after final acceptance of the completed work by the Engineer. 7. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of 0.512.71Q:5 SP-20 shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. 44. PAY ITEM - 7" CONCRETE CURB: The Contractor may, at his option, construct either Integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45. PAY ITEM - RETAINING WALL: This item will consist of placing retaining walls in locations and at heights determined by the engineer in the field. All applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows: Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13 "Retaining Wall With Sidewalk" where applicable. All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be protected. Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the Contractor. 46. PAY ITEM - REPLACE EXIST. CURB AND GUTTER: This Item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field. The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal Will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 47. PAY ITEM - HMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans, as specified in these specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48. PAY_ ITEM - - 6" PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. 49. PAY ITEM - TRENCH SAFETY: Description: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole O;a1271Q5 SP-21 responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall, in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances. Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shall be total compensation for furnishing design, materials, tools, labor, equipment and incidentals necessary, including removal of the system. Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe. The pace brd per square Yard for ";' <�;HIaC}E'IIiili STASiLIIrQ>USiRAl7" a shire. in ti�E;Iroposaj will be full paytrient,fio,R ail labor; equipmet, toots.and,lncidertfals,r)ecessaryto cam_plete tlje:work_,'Tf.e", All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot -mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than %z of the roadway width. 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractors expense. ;05/271Q5 SP-22 5) No additional payment over the contract price will be made for any hot -mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 6) HMAC Testing Procedure: The Contractor is required to submit a Mix Design for both Type "B" and "D" asphalt that will be used for each project. This should be submitted at the Pre -Construction Conference. This design shall not be more than two (2) years old. Upon submittal of the design mix a Marshal (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type " W asphalt a maximum of 20% rap may be used. No Rap may be used in type "D" Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the Contractor is approved for placement of the asphalt. The Contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B" and for Type "D" asphalt will be 91 % of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type "B" and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applied. Cores to determine thickness of Type "B" asphalt must. be taken before Type "D" asphalt is applied. Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness. 52 PAY ITEM - CONCRETE FLAT WORK (CURB, CURB & GUTTER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS;: Concrete flatwork is defined as curb, curb and gutter, sidewalks, leadwalks, wheelchair ramps and driveways as shown in the plans. This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to fletwork shall be completed in order for the flatwork to be accepted and measured as completed. No payment will be made for flatwork until the pay item has been completed, which includes backfllling and finished grading. 53 PAY ITEM -- REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEEL CHAIR RAMPS: This item includes removal of existing concrete sidewalks, driveways, steps, leadwalks and wheelchair ramps at location shown on the plans or as designed by the Engineer. See Item No. 104 "Removing Old Concrete", for Specifications governing this item. 54. PAY ITEM — REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 55. PAY ITEM — REMOVE EXISTING CURB INLET: OEM SP-23 This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Plans and as directed by the Engineer. 56.::RAY.`IT1�NI� �:8":TI-IICK:R�IIVFURGED>CONCRI=TE>©RIUU11AYj Se"o"'�. eztandarclhSpec�fieation Item No 516, "Concrrete Stesq for�spcificatlons,governrng_this item as anrell as:de�ail�SM.3-s 58. PAY ITEM — 4' STANDARD CONCRETE SIDEWALK LEADWALK AND WHEELCHAIR RAMP: All applicable provisions of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instruction sign, street name and sign or other sign which has been erected by the City. The Contractor shall contact Signs and Marking Division, TPW Phone 87 7738). All concrete flared surfaces shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry -shake type, and shall be used in accordance with manufacturers instructions. "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." 59. PAY ITEM — REMOVE AND REPLACE FENCE: This item shall include the removal and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by the Engineer. The Contractor shall exercise caution in removing and salvaging the materials to they may be used in reconstructing the fence. Their constructed fence shall be equal in every way, or superior, to the fence removed. The Contractor shall be responsible for keeping livestock within the fenced areas during construction operation and while removing and relocating the fence, and for any damage or Injury sustained by persons, livestock or property on account of any act of omission, neglect or misconduct of his agents, employees, or Om12w SP-24 subcontractors. The unit price per linear foot shown on the Proposal shall be full compensation for all materials, labor, equipments, tools and incidentals necessary to complete the work. 60. PAY ITEM -- STANDARD 7" CURB AND 18" GUTTER: All provisions of Standard Specification No. 502 'Concrete Curb and Gutter shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a. A minimum of 5" or greater as required depth of stabilized subgrade properly compacted under the proposed curb and gutter as shown in the construction details. b. If the Contractor fails to backfill either in from of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation Is complete. Standard Specifications item No. 602, shall apply except as herein modified. Concrete shall have minimum compressive strength of three thousand (3,000) pounds per square inch in twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. 61. PAY ITEM — REMOVE AND RECONSTRUCT MAILBOXES 1 MISCELLANEOUS: This item includes the removal and reconstruction of existing mailboxes, brick walls, flowerbed trim and miscellaneous items within the right of way which may be damaged or removed during construction. When possible, the Contractor shall salvage existing materials for reuse in the replacement or repair of damaged or removed items. Items which are to be repaired or reconstructed should look architecturally the same in material and appearance and should be reconstructed or repaired in a better or new condition. All applicable provisions of City of Fort Worth Construction Standards shall apply. 62. PAY ITEM — BORROW: 63. PAY ITEM — CEMENT STABIL7_ATION: All applicable provisions of Item 214, `Portland Cement Treatment' shall apply. 64. PAY ITEM —CEMENT: All applicable provisions of Item 214, 'Portland Cement Treatment shall apply. 65. PAY ITEM — NEWT' CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. 0527f(l;5 SP-25 Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot -Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. 66. PAY ITEM — STORM DRAIN INLETS: An alternative method of construction for these items will be "Pre -Cast" manholes and inlets. If the Contractor desires to use this method, he must submit details for the construction to the Transportation and Public Works Department fore review and approval if said details are acceptable. The Pre -Cast construction must be equal or superior to the strength requirements for this item as set out in Item 444, "Manholes and Inlets" and said construction shall be in compliance with all other requirements of Item 444 where applicable. 67. PAY ITEM — TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN: Work under this item includes all the proposed excavation and backfill in the project area and the necessary fill area. Payment will be made for the quantity of earth excavated/backfilled. The placing of fill shall be subsidiary to the trench excavation/backfill price. Excess material which is obtained from excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications. All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of properly. Unacceptable material shall be, but not limited to: rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable material shall be subsidiary to the unit prices. 68,PAY ITEM _-_STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO, OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The Contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http://Www.tnrccc.state.tx.us/permitting/Water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed In accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical 051m SP-26 controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre -construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the Contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and Implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The Contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The Contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. 05f27105 SP-27 SMALL CONSTRUCTION ACTIVITY _- DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may Include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor Swale% sediment traps and basins, pipe slope drain, Inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. L PROVISION 23 - FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIA... 40 SHALL BE APPLICABLE. 69. PRE BID ITEM - PROJECT DESIGNATION SIGN: The Contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 70. PRE BID ITEM - UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does It confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. t}5/2.71A;5 SP-28 71. PRE BID ITEM - TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The pay item Is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on -site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 72. PRE BID ITEM - ADJUST. WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 73. PRE BID ITEM - MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold -applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. 74. PRE BID ITEM - ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes, which are within 0.1' of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 75. NON -PAY ITEM - CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76. NON -PAY ITEM - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. 77. NON -PAY ITEM - PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights -of -way and designated alleys. This permit can be obtained by calling the Forestry Office at 871- 6738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. 0512 M SP-29 Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 78. NON -PAY ITEM - CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry -shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three Inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non -Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. 79. NON -PAY ITEM - PROJECT CLEAN-UP: 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: v Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner a 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 the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 80. NON -PAY ITEM - PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre -construction conference. This schedule shall detail all phases of construction, including project clean up, and allow the Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs Involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 81, NON -PAY ITEM - NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw - cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw -cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. 82. NON -PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: 0l2T/0 SP-30 Prior to beginning construction on any block in the project, the Contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the `pre -construction notification' flyer is attached. The Contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The Contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre -construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 83. NON -PAY ITEM — PRE -CONSTRUCTION NEIGHBORHOOD MEETING: After the pre -construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The Contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre - construction conference but in no case will construction be allowed to begin until this meeting is held. 84. NON -PAY ITEM - WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) Sieve Size % Retained 1" 0-10 1 /2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 Los Angeles Abrasion Test: 50% Maximum wear per A.S.T.M_ Designation C-131. 85. NON -PAY ITEM — SAWCUT OF EXISTING CONCRETE: When existing concrete or H.M.A.C. is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be subsidiary to the unit cost of the respective item. 86. NON PAY ITEM — LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum to two (2) working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. p51m SP-31 It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the same day) the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person Southwestern Bell Telephone (817) 338-6275 "Hot Line" Texas Utilities (817) 336-9411 ext. 2121 Mr. Roy Kruger Lone Star (817) 336-8381 ext. 372 Mr. Jim Bennett Of course, under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the Contractor shall be figured subsidiary to this contract. 87. NON PAY ITEM — TIE IN INTO STORM DRAIN STRUCTURE: The cost for making lateral tie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines. 88. NON PAY ITEM — SPRINKLER HEAD ADJUSTMENT: The adjustment and/or relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section. No other compensation will be provided. 89. NON PAY ITEM - FEE FOR STREET USE PERMITS AND RE -INSPECTIONS: A fee for street use permits is In effect. In addition, a separate fee for re -inspections for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as follows: The street permit fee is per permit with payment due at the time of permit application. A re -inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re -Inspection, Payment by the Contractor for all street use permits and re -inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 0. NON PAYITEM..TEMP.ORARY>EROSION :-SEDIMENT AND. WATER POLt_UTIDN-.CONTROL (FOR.I�ISTURBED AREAS.LESS THAN 1 �ACR�) all canslst a tempvt sail:eiQatari s��ir� i<'an water poiiutio i �y fhe Enginpe for tw duratf ttte:cutract.-These zoit.roi tfur'tneaa;eonrlei��nle,.otemnbcnrwise I:'rtQf; yiade.FOR Ia. Gu,'ttroi- aDparations: Ti:i3;�rnporryrasures;shaii'inct€aciedines; :mats, jiite� .ne���ng,,iemporary seeaing,straw,mulch, asphalt 62M SP-32 SP-33 ....... .... W SP-34 s (To be printed on Contractor's Letterhead) Date: DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: LIAHTS OF CONST.: Estimated Duration of Construction on your Street days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES a RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIRT APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY ' OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT? AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER IL4NDY WHEN YOU CALL. a p512.7105 SP-35 GENERAL CONSTRUCTION NOTES (T/PW) TPW GENERAL CONSTRUCTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER CONNECTIONS IN WORKING ORDER AT ALL TIMES. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 2. CONTRACTOR SHALL BECOME FAMILIAR WITH THE TERMS AND CONDITIONS SET FOURTH IN TEMPORARY CONSTRUCTION EASEMENTS. INGRESS AND EGRESS IS ALLOWED ON PRIVATE PROPERTY IN ORDER TO ACCESS TEMPORARY CONSTRUCTION EASEMENTS. IN THE AREAS WHERE NO CONSTRUCTION EASEMENTS ARE AVAILABLE, CONTRACTOR SHALL LIMIT ACTIVITIES TO WITHIN THE EXISTING UTILITY EASEMENT. 3. CONTRACTOR SHALL VERIFY THE ELEVATION, CONFIGURATION AND LOCATION OF EXISTING LINES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT AND NOT ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, CONCRETE, TRASH, ETC., SHALL BE PROPERLY DISPOSED OF AT A SITE APPROVED BY THE CITY INSPECTOR. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF AFFECTED PROPERTY OWNER) ANY TREES, SHRUBS, HEDGES, LANDSCAPING ETC., IN OR NEAR PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM. 6. ALL GRASS AREAS DAMAGED BY CONSTRUCTION SHALL RECEIVE 4" OF TOPSOIL AND SOLID SODDING. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING TOPSOIL WHENEVER POSSIBLE. 7. THE CONTRACTOR SHALL REMOVE ALL FENCES INTERFERING WITH CONSTRUCTION OPERATION WITHIN ROE AND/OR EASEMENTS REMOVED FENCES SHALL BE REPLACED WITH NEW FENCE OR UNDAMAGED ORIGINAL FENCING WITH PRIOR APPROVAL OF PROPERTY OWNER 8. THE CONTRACTOR SHALL MAKE NECESSARY PROVISION FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE CABLES, SANITARY SEWER LINES, ELECTRIC CABLES, DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES, AND THE STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES DONE TO SUCH EXISTING FACILITIES AS A RESULT OF THE CONTRACTOR'S OPERATIONS, 9. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ALL AREAS TO BE USED FOR STAGING, MOBILIZATION, EQUIPMENT AND MATERIAL STORAGE AND GENERAL PROJECT CONSTRUCTION MANAGEMENT. REQUEST SHALL BE SUBMITTED TO THE ENGINEER WITHIN FIVE (5) DAYS OF NOTICE TO PROCEED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT OF THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. 11. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM THE INSTALLATION SHOWN ON THE 2003 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS CURRENTLY AMENDED, BY THE TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. 12. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION 13. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAFFIC AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 14. CONTRACTOR SHALL HAVE UTILITY COMPANIES LOCATE AND MARK ALL UNDERGROUND FACILITIES BEFORE BEGINNING EXCAVATION. 15. THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD AS OR BETTER THAN THAT WHICH EXISTED PRIOR TO THE PROJECT. 16, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING STORM DRAIN SYSTEM UNTIL THE PROPOSED SYSTEM IS IN SERVICE IN NO CASE SHOULD THE CONTRACTOR LEAVE THE EXISTING STORM SEWER OUT OF SERVICE WHERE BY RUNOFF WOULD CAUSE DAMAGE TO ADJACENT HOMEOWNERS. 17. VERTICAL DEFLECTIONS AND PIPE SLOPES FOR EXISTING UTILITIES SHOWN ON PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPE SLOPES WERE ADJUSTED TO MATCH SURVEYED MANHOLE FLOWLINES. RIM ELEVATIONS AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY'S. 18. NO EQUIPMENT OR MATERIAL SHALL BE DEPOSITED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNERS. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREW WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM SUCH FILL AN❑ HE SHALL REMOVE THE MATERIAL AT HIS OWN COST, AS THE ENGINEER SO DIRECTS. 19. THE LOCATION OF DRIVEWAYS, STEPS, AND RETAINING WALL, ETC., AND ALL WATER, SANITARY SEWER, STORM SEWER, TELEPHONE, GAS, ELECTRIC, AND CABLE TELEVISION UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. ACCURATE LOCATIONS SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION AFTER CONSULTATION WITH THE PROPERTY OWNERS AND THE RESPECTIVE UTILITY COMPANIES. 20. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE SYSTEMS FROM THE DOWNSTREAM END TO ALLOW CONTINUED STORM DRAIN SERVICE. IF THE CONTRACTOR CHOOSES TO CONSTRUCT THE SYSTEM, HE SHALL PRESENT PROPOSED CONSTRUCTION STAGING AT THE PRE -CONSTRUCTION MEETING. 21. THE CONTRACTOR'S PERSONNEL SHALL WEAR IDENTIFYING CLOTHING OR HATS AT ALL TIMES. 22. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 A.M. TO 6:00 P.M. UNLESS APPROVED OR DIRECTED BY THE ENGINEER. 23. THE ADJUSTMENT AND/OR RELOCATION OF SPRINKLER HEAD ENCOUNTERED SHALL BE PAID FOR UNDER MISCELLANEOUS UTILITY ADJUSTMENT PAY ITEM IN THE PROPOSAL FOR SECTION OF THE SPECIFICATIONS AND CONTRACT DOCUMENTS. SECTION Certificate of Insurance - Performance Bond Payment Bond Maintenance Bond C - Contract - Contractor Compliance with Worker's Compensation Laws Wage Rates Conflict of Interest Questionnaire I I CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKERS'COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.4880 and City of Fort Worth Project No. C200- 2084000170331P253-6081700170831P258-708170017003. CONTRACTOR Stabile _& Winn, Inc. By. Name: -Nir- r-9—Y Title: Date: A-u c-, . 3. 7-00 1- STATE OF TEXAS § COUNTY OF TARRANT § -TewB foe me, the undersigned authority, on this day personally appeared 6t? , 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 Stabile &!Minn. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this a day of u6:-v-f,- J 20 V' Notary Public in and for the State of Texas SvT-.*--NALVA NELL FEWNotary Public STATE OF TEXASug Conan. Up. 08ro512011 Bond #PRF08888796 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Colonial American Casualty and �. That we (1) Stabile & Winn, Inc. as Principal herein, and (2) Surety Company , a corporation organized under the laws of the State of (3) Maryland , and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of. s One Million Two Hundred Sixty-one Thousand Nine Hundred Sixty-four and 08/100............................ ($1,261,964.08) Dollars for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain contract with the Obligee dated the loth of Ju_1_y, 2007 a copy of which is attached hereto and made a part hereof, for the construction of: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Provine Street Norma Street and Morris Court (Project No. 00170) NOW THEREFORE, the condition of this obligation is such, if the said Principle 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 Code, 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 WHEREON, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 10thof July, 2007. ATTEST: Stabile & Winn Inc. (Principal) Secretary PRINCIPAL (4) BY: 1 T e: ry Henderson, Vice -President (SEAL) PO Box 79380 Saginaw, TX 76179 — '( Witness as to Principal Address ATTEST: (Surety) Secretary (SEAL) 5 i J Witness as to Surety T P 0 Box 2285 Ft Worth, TX 76113 (Address) f (Address) Colonial American Casualty and (5) Tracy Tucker P 0 Box 2285 Ft Worth,, TX 76113 (Address) NOTE: Date of Bond must not be prior to date of Contract Company (1) Correct Name of 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 Bond by Attorney -in -Fact. The date of bond shall not be prior to date of Contract. I Bond #PRl{08888796 i PAYMENT BOND THE STATE OF TEXAS § I § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § r That we, (1) Stabile & Winn, Inc., as Principal herein, and (2) Colonial American Casualty and Surety Company , a corporation organized and existing under the laws of the State of (3) Maryland as surety, 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 amount of One Million_ Two Hundred Sixty-one Thousand Nine Hundred Sixty- four and 08/100............................ Dollars ($1,261,964.08) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the loth day of July, 2007, 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: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Provine Street Norma t Street and Morris Court (Proiect No. 00170) r 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 Government 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 r 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. i IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 10th day of, July 2007. ATTEST: (Principal) Sec tary ( EA ) Etn s as to Principal ATTEST: Secretary (S E A L) Witness as to Surety Stabile & Winn, Inc. PRINCIPAL By: 4 ame: Jerry Henderson Title: Vice -President Address: PO Box 79360 Saginaw, TX 76179 Colonial American Casualty and Surety Company SURETY Name: *Tr,,Tclk,,r Attorney in Fact Address: P o Box 2285 -- Ft Worth, TX 76113 Telephone Number: 817/336-8520 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 Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. Bond #PRF08888796 MAINTENANCE BOND THE STATE OF TEXAS l COUNTY OF TARRANT Colonial American Casualty and That Stabile & Winn. Inc. ("Contractor"), as principal, and Surety Company a corporation organized under the laws of the State of Maryland ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City') in Tarrant County, Texas, the sum of One Million Two Hundred Sixty-one Thousand Nine Hundred Sixty-four and081100................................................................................................................................. Dollars F ($1,261,964.08), 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 heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the 10th of July, 2007, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Pavement Reconstruction and Water and Sanitary Sewer Replacement on Proving Street, Norma Street and Morris Court (Project No. 00170) ,5 the same being referred to herein and in said contract as the Work and being designated as project number(s) C200-2084000170831P263-608170017083IP268-708170017083 and said contract, t including all of the specifications, conditions, addenda, change orders and written instruments referred ` to therein as Contract Documents being incorporated herein and being made a part hereof; and, ,i 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 the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Tw � years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each of which shall be deemed an original, this 10th day of j ly, A.D. 2007. ATTEST: (SEAL) Secretary WITNESS: (SEAT:..) Stabile & Minn, Inc. Contractor By. me: Jerry Henderson Title: Vice -President Colonial American Casualty and Surety Company Surety IJ ame: Tracy cker Title: Attorney -in -Fact P 0 Box 2285 Ft Worth, TX 76113 Address Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, corporations of the S Maryland, by FRANK E. MARTIN JR., Vice President, and GREGORY E. MURRAY, Assistant Secretar in u qy uthority granted by Article Vl, Section 2, of the By -Laws of said Companies, which are se t e r. se s and are hereby certified to be in full force and effect on the date hereof, do i col d racy TUCKER, Tobin TUCKER and W. Lawrence BROWN, x nd lawful agent and Attorney -in - Fact, to make, execute, seal and deliver=r. $b alf act and deed: any and all bonds and undertakings, EXCEPT b do 4det to s, Community Survivors and Community Guardians. and th ip of , c b s gs in pursuance of these presents, shall be as binding upon said Companies, as fully y t� purposes, as if they had been duly executed and acknowledged by the regularly elected off �� } C ny at its office in Baltimore, Md., in their own proper persons. This power of attorney revokes that issued oil of Tracy TUCKER, Tobin TUCKER, W. Lawrence BROWN, dated May 30, 2003. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, this l I th day of October, A.D. 2004. ATTEST: 4�0 oErpsrl R� L�y{,ll r �'W rn� A9il State of Maryland ss: City of Baltimore FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURI==TY COMPANY Gregory E. Murray Assistant Secretary By: Frank E. Martin. Jr. Vice President On this 1.1 th day of October, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came FRANK E. MARTIN JR., Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Dennis R. Hayden Notary Public My Commission Expires: February 1, 2009 POA-F 168-2829 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,. -and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,... and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the respective By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990 and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same farce and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this loth day of July 2007 4_�? 144tx Assistant Serretgry TUCKER AGENCY, LTD,. Bonds and Insurance 2005 White SefElement Road Fart Worth, Texas 76107 (81 7) 3 6-95 D and Deposit Company of Maryland Fidelity 21203-1227 U Hame 0£Bce: P.O. Box 1227, Baltimore, MD 9W4 IIViPORTANT NOTICE To obtain information or make a complaint: Fidelity and Deposit Company of Mar'Ylarld, Colonial American Casualty and You may call the F tY 's toll -free telephone number for Surety Company, andlor Zurich American Insurance Cornp�nY information or to make a complaint at: 1-800-654-5155 You may contact the Texas Department of insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of insuranee: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 ou have a dispute concerning the premiuln ox PRENniTM OR CLAIM DISPiJTES: Should y of Maryland or Colonial about a claim, you should first contact Fidelity and Deposit of rnpany you may contact the Texas American Casualty and Surety Company. If the dispute is not resolved, Department of Insurance - ATTACH TIRS NOTICE TO Y pi}R POLICY: This notice is for information only and does not become a part or condition of the attached document. s8543f(TX) (08/01) CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This agreement made and entered into this the loth day of July A.D., 2007, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11`h day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed Owner, Stabile & Winn,, Inc., HEREINAFTER CALLED Contractor. W.ITNESSETH: That said parties have agreed as follows: That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Pavement Reconstruction and Water and Sanitary Sewer Re lacement on Proving Street Norma Street and Morris Court (Proiect No. 00170) 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 3 The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 175 working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $420 Per working day, not as a penalty but as Iiquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, 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 in►ury, damage or death is caused, in whole or in part, by the negligence or alleged negligence o Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury -or damage is caused in whole or in hart by the negligence or alleged negligence 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. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a, shall be One Million Two Hundred: Six -one Thousand Nine Hundred Sixty-four and 08/100..................................................................................................................... Dollars, ($1,26L964.08). Ga It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. IL It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the 10th day of July , A.D., 2007. RECO ME ED BY: DIRECTOR, DEPARTMENT OF ENGINEERING APPROVED TRANSPORTATION/PUBLIC WORKS DIRECTOR Stabile & Winn, Inc. PO Box 99380 Saginaw, TX 96179 CONTRACTOR i BY: } Jerry Henderson, Vice --President TITLE i P 0 Box 79380 Saginaw, TX 76179 ADDRESS November 1960 Revised May 1986 Revised September 1992 CITY OF FORT WORTH CITY MANAGER Marc A. , Assistant City Manager ATTEST: CITY SECRETARY (SEAL) Oontractr Aut oxl, zat- ion -. APPROVED AS TO FORM AND LEGALITY: CJ�7 JL� ROB gip, WORK ���. WAGE RATES i i I f i - i l = 'I Classifications Hrly Rts Classifications Hrly Rts Air Tool Operator $10.06 Scraper Operator $11.42 Asphalt Raker $11.01 Servicer $12.32 Asphalt Shoveler $8.80 Slip form Machine Operator $12.33 Asphalt Distributor Operator - $13.99 Spreader Box Operator $10.92 Asphalt Paving Machine Operator $12.78 Tractor operator, Crawler Type $12.60 Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12,91 Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03 Bulldozer operator $13.22 Truck Driver- Single Axle (Light) $10.91 Carpenter (Rough) $12.80 Truck Driver- Single Axle (Heavy) $11.47 Concrete Finisher- Paving $12.85 Truck Driver- Tandem Axle Semi -Trailer $11.75 Concrete Finisher -Structures $13.27 Truck Driver Lowboy/Float $14.93 Concrete Paving Curbing Mach. Oper. $12.00 Truck Driver- Transit Mix $12.08 Concrete Paving Finishing Mach. Oper. $13.63 Wagon Drill, Boring Machine, Post Hole Driller $14.00 Concrete Paving Joint Sealer Oper. $12.50 Welder $13.57 Concrete Paving Saw Oper. $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving Spreader Oper. $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel $14.12 Electrician $18.12 Flagger $8.43 Form Builder- Structures $11.63 Form Setter Paving & Curbs $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader $12.62 Laborer- Common $9,18 Laborer- Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator (Fine Grade) $15.20 Motor Grader Operator, Rough Oiler $14.50 Painter, Structures $13.17 Pavement Marking Machine Oper. $10.04 Pipe Layer $11.04 Roller, Steel Wheel Plant- Mix Pavements $11.28 Roller, Steel Wheel Other Flatwheel or Tamping $10.92 Roller, Pneumatic, Self -Propelled Scraper $11.07 Reinforcing Steel Setter (Paving) $14.86 CONFLICT OF INTEREST QUESTIONNAIRE City or Fort Worth I��R'T OrRT.�'3 CONFLICT OF INTEREST DISCLOSURE REQUMEMENT Pursuant to Chapter 176 of the Local Government Code, any person or agent of a person who contracts or seeks to contract for the sale or purchase of property, goods, or services with a Iocal governmental entity (i.e. The City of Fort Worth) must disclose in the Questionnaire Form CIQ C'Questionnaire') the person's affiliation or business relationship that might cause a conflict of interest with the local governmental entity. By law, the Questionnaire must be filed with the Fort Worth City Secretary no later than seven days after the date the person begins contract discussions or negotiations with the City, or submits an application or response to a request for proposals or bids, correspondence, or another writing related to a potential agreement with the City. Updated Questionnaires must be filed in conformance with Chapter 176. A copy of the Questionnaire Form CIQ is enclosed with the submittal documents. The form is also available at httD://www.ethics.state.tx.us/forms/CiQ.pdf. CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire is being filed in accordance with chapter 176 of the Local OFFICEUSEONLY Date Recelvod Government Code by a person doing business with the governmental entity. By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. t Name of person doing business with local governmental entity. 2 Checkthis box If you are filing an update to a previously filed questionnaire. ('the law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a), local Government Code, Is pending and not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Describe each affiliation or business relationship with an employee orcontractoro#the local governmental entitywho mattes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. 4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. Amended 01/1312006 r CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ t For vendor or other person doing business with local governmental entity Page 2 2 i Name of local government officerwith whom flier has affilitation or business relationship. (Complete this section only if the r answer to A, B, or C is YES.) This section, item 5 including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A. 1s the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? I F]Yes F--] No B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? Yes F1 No C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of iD percent or more? Yes FINo D. Describe each affiliation or business relationship. Describe any other affiliation or business relationship that might cause a conflict of interest. Signature of person doing business with the governmental entity Date Amended 0111312006 APPENDICES APPENDIX A - STANDARD FIGURES AND DETAILS APPENDIX B -- GEOTECHNICAL REPORT STANDARD FIGURES AND DETAILS MINIMUM 6" INIT BACKFILL COVER MINIMUM EMSEDME TYPE " C' BACKFILL SEE SPEC. E1 P-2.4 O.C.D. SAND MATERIAL RIAL EMBEDMENT & INITIAL BACKFILL SEE SPEC. E1--2.3. G.C.D. WATER: SIZES UP TO AND INCLUDING 12" Ili II I l its �ESPEOC"C.BEl-2 4 AAINI#A[!AI IN[TIAL_BACKFiLL C0111=R: - _' G.C.D. WATER e 6' '�► I ! SEWER — 12n � :�= `_4; CRUSHED STONE OR SAND STORM DRAIN — 12 _ MATERIAL- INITIAL BACKFILL SEE SPEC C D—2.�la) OR Ell I, MINIMUM 4@ ' _ n a p Op6 s° 6 III• EMBEDMENT —III P ° �' . CRUSHED STONE SEE SPEC. E1-2.3 G.C.D. WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES MATERIAL SPECIFICATIONS SAND GRADATION *LESS THAN 10% PASSING #200 SIEVE e P.I. = 10 OR LESS CRUSHED STONE GRADATION SIEVE SIZE % RETAINED in 1 /2° �0/-10 40-75 3/l3A 55-9D �4 90-100 #8 95-100 THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHALL. REPLACE APPROPRIATE PROVISIONS OF BOTH THE E1-2.4(b) AND E1-2.3 OF THE G.C.D. AND STD. SPEC. ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION. ALL OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. WATER, SEWER.---& STORM DRAIN EMBEDMENT AND BACKFILL DETAILS CITY OF FORT WORTH —CONSTRUCTION STANDARD FIGURE A I DATE:2-19-02 1 L Qu N a c I o .,o L -a w W > 0 m -0-0 4 C a - ..tA w O } u VS O, O Vl •-- 4-1 -3: -0 p -5 rU J a L _ trL --- CL Ol rn .— J rU tJ a JJ �— Q @ L () - 4- in L cn z Rl x M D 06 t1 u -n m ro O 7 ra C O `� b m � •C Q Im;_ I 1 W LU m to u --> 4-J c c w > m ra M y tp IU �.•� L N 1!J to to ED < t „ co LDT3crQ �$ ock t Mai Anchor! Inc fc i on of Lrete F Diametc �_arger Bury I . (1) 3- �(Z) S,.-(P" for A-C Pipe Ref. f1gure 6 st ant aid bli th t-it to Imb rei and a Bury scary . Gravel y kind STANDARD FIRE HYDRANT DETAIL vMo ....,a FIGURE 5 Ertco^r NOTE. Bearing Areas shown are based on 150 P.S.I.G test pressure and 3000 P.S.F. soil bearing value. 9� - rt' 90 Tee 1500# Concrete .: .: ;` cps Pq. s T �1� YWes. P•.S 9 �yl� ",+.. ;;.rBend- � ter.' ���' •''.p ,o, "E14 1500 ` Concrete YABLE HOR -'Dimension 1P May Vary If Necessary To Provide Bearing Against Undisturbed French Wall 1 Ej 1Ft �� '1 SI 1•��1'J���'1� 1E• PFa�l�� • 1.. � i � �� • 1 .�� 1 • 1 1� 1 1 1 1 �� : 1 1, __ a 1 •_ �.R7ra!�� _ ���_ � 1�. • 11 _ . If • i i �, 1 1 �• tMm NOTES: Minimum areas shown are in square feet. Volumes shown 'are in cubic yards. Vertical dimensions of all block bearing areas shall be Identical to the horizontal dimension shown. 1 i s flZOTL L DETAIL E-1-40 Material 1d1�7B F I. U E C-2-20 Construct ion 1 Keep a mi n. of 1 ' -0"' `-clearance between cone. and joints or bolts on C. I . Pipe. or in excess of 1'-0" as detailed. NOTE: Trench width: 1. Pipe 24" i .d. and smaller = 241' or o.d. + 12" whichever is greater. 2. Pipe larger than 24" = o.d. of Pipe + 3. Cradle shall extend a min. of 6" beyond - e-ach side of pipe. BELL AND SPIGOT JOINT CRADLE DETAIL Note.. When criqdle is shown or specified for installation on concrete pipe the full joint length of the pipe or fitting shall be cradled. FIGURE 10 E 1-20 Materials E 2-2D Construction Exist inc Ira--Lt! 1 1 ...t -....r . -- [ l l SY . M111. - ram••• . • W • Y - , !- - _ F _ _ _ _ .. _ . . bid per cubic yard. (D 6t1 min. dimension. Max. for pay purposes shall be 611 on main 2411 and smaller, 9" on mains 30" and larger, when bid per cubic yard. 411 min. dimension. 411 max. for pay purposes when bid.per cubic yard. Class "E11 1500# concrete. Concrete encasement shall stop 11 either side of joint, and when using comrote -pr*ssura Pipes, full l*ngths of pipe shall be mncazed, Joints excluded. GVNk;Kt I t GN%.sAQ-i v," 0 WQ 11-41 L. _. 1�1�78 FIGURE � E I-7 Material E 2-7 Construction I w o zQ ir fv �0 J�� tam acnQ ¢ z 0g I. —FZ a0W \�\ �-�W w \; cn ly- Q �z �\ a ui U�Z U O (nLu¢d Q � � leO O�VU WQ Qw to U —Z I - mu U ¢ W� LdA z° \`� N O Lu o Q S: ILL W— Q0 CL0 z LL Le! OLL. ' ►- LLJ 0 La < Z Z C/1 C7 6 I ui yt 4' J w ft � ��� �•'�`1�i::iit. psi � Q Q ��, z \\ o cn a v ti -z / Q Of 00 z Q z _ uj uj 0 F- \ w O \\ w o � L` ? w \ EL M ¢O��F N 6 \ U orf UJ w I- < :2 u 1—lxi1T \``� ¢ QLLJ m��Q ♦� tL' � O h� [V �Q �¢W \ \ of W a ,w r Ci En O O ww_j LJ p� J \ J cr \�\ Z Z :� •.: a•. U Let LeJ Q 1— [i LL- a �nmt~nu-m w O r c�! r7 z w to p`=:2 O oz o UQF- \ 03 U p- 0 4 4 En.. Uu ZZz F- ¢ H •••-ii . Z CD 0 4F] O LU M u z \\\ � oo�� Z Cr ^ OfQ En�sJ fn F- � Z CC \\ �xll� Nw¢0 M w O F U Ir' 0 U�U2 Q Z Z -i n..I X UW to Q NO F \\ Q to to j zLLJ �`� z X CL a :2 z w \� \ j 2 o O }1d7,4"'.Y.{t�; 14;,.i:1y..•. 'ic;.s , k s3µ±.p:)- (y d z N g •rk trtis r ...: Z Lo � Lau3 z z a J Ldof r= (L Lij <C L3: Q U cr Zh\\\���J.�'f i.'r• 1 '•a%SIC-w;T' En 7`.rill;:.`;'"`9'".4s,`s}''`-i£t�'r•1.,�;��iy *`'d`~`4f�'�` !�//`' r•� Op n.1 Z Q w f- a:w F_ o ul d9 Q Q JOQ� M xQ�ocn � \� � U IF-o FF- z z \�\\� � oa-wv�w \ W I.- a N N m WNIUJ�NL� .s C7 F- N d w o F'.2zam \\ u. w in w O cn Lj m w�ina<irtn U -j F •'•+ ;' LY�YC7U � z-j �sono¢¢ r m Q. U- ornN�m LJ F- - N t 7 z GEOTECHNICAL REPORT CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 2004 CIP NORMA ST.,PROVINE ST. DOE NO.: 4880 f 'FUND CODE: 01/02 I I HOLE # 1 LAB NO: 59257 LOCATION: SO'W, 03? EDGWVFOOD TERRACE @ N0W4A ST..N/4 3.00" HMAC 6.50" ROCKS & GRAVEL 3.00" SAND ROCKS & GRAVEL 10.0" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 42.5 PL: 21.3 PI: 21.2 SHRKG: 13.0% MUNSELL COLOR CHART: 10YR 6/2 BROWNISH GRAY CLAY UNIT .WEIGHT: 138.0 #/CFT _ HOLE # 2 LAB NO: 59258 LOCATION: 4 531 NOPMA ST . C/ 4 4.50" HMAC 5.50" ROCKS & GRAVEL 2.75" SAND ROCK & -GRAVEL 9.75" BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: 37.3 PL: 19.6 PI: 17.7 SHRKG: 12.0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 146.0 #/CFT (4" HMAC) HOLE # 3 LAB NO: 59259 LOCATION: 4523 NOR fik ST . S/4 4.00" HMAC 5.00" ROCKS & GRAVEL 5.50" SAND ROCKS & GRAVEL ATTERBURG LIMITS: LL: 39.3 PL: 21.4 PI: 17.9 SHRKG: 13.0% MUNSELL COLOR CHART. 10YR 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 146.0 #/CFT HOLE # 4 LAB NO: 59260 LOCATION: 4515 NORb% ST . N/ 4 4.50" HMAC 5.00" ROCKS & GRAVEL 3.25" SAND ROCKS & GRAVEL 5.50" BROWN SANDY CLAY W/GRAVEL 6.75" REDDISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 35.7 PL: 21.2 PI: 14.5 SHRKG: 11.0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 146.0 #/CFT 2 HOLE # 5 LAB NO: 59261 LOCATION: 401E. OF N.HUGRES AVE. @ N'ORMA ST.S/4 6.00" HMAC 4.00" ROCKS & GRAVEL 6.00" BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: 'LL: 29.3 PL: 16.9 PI: 12.4 SHRKG: 9.0% MUNSELL COLOR CHART: 10YR 5/4 YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 146.0 #/CFT HOLE # 1 _ LAB NO: 59262 LOCATION: 4405 MORRIS CT. N/4 10,0" HMAC 3.25" BROWN SANDY CLAY W/ROCKS & GRAVEL 11.75" GRAY SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: 25.3 PL: 13.9 PI: 11.4 SHRKG: 7.0% MUNSELL COLOR CHART: 10YR 7/1 LIGHT GRAY SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 2 LAB NO: 59263 LOCATION: 4417 14ORRIS CT. C/4 7.00" HMAC 7.50" BROWN SANDY CLAY W/ROCKS 8.25" BROWNISH ORANGE SANDY CLAY ATTERBURG LIMITS: LL: 21.0 PL: 15.3 PI: 5.7 SHRKG: 3.0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 59264 LOCATION: 4430 MORRIS CT. S/4 6.75" HMAC 5.50" BROWN SANDY CLAY W/ROCKS & GRAVEL 13.0" REDDISH ORANGE BROWN SANDY CLAY ATTERBURG LIMITS: LL: 34.3 PL: 18.6 PI: 15.7 SHRKG: 11.0% MUNSELL COLOR CHART: 10YR 5/6 YELLOWISH BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 4 LAB NO: 59265 LOCATION: 4505 MORRIS CT. N/4- 6.25" HMAC 4.75" BROWN SANDY CLAY W/ROCKS & GRAVEL 12.0" REDDISH ORANGE BROWN SANDY CLAY W/LIGHT GRAVEL ATTERBURG LIMITS: LL: 28.4 PL: 17.7 PI: 10.7 SHRKG: 8.00 MUNSELL COLOR CHART: 10YR 6/3 PALE BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 5 LAB NO: 59266 LOCATION: 4516 MORRIS CT. C/4 6.25" HMAC 4.75" BROWN SANDY CLAY'W/ROCKS & GRAVEL 13.0" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 25.6 PL: 15.0 PI: 10.6 SHRKG: 8.00 MUNSELL COLOR CHART: 7.5YR 5/4 BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT II HOLE # 1 e LAB NO: 59267 LOCATION: 301N. OF NORM 'DY @ PROVIM ST. Z/4 5.00" HMAC 6.50" SAND, ROCKS & GRAVEL 12.50" BROWN SANDY CLAY ROCKS & GRAVEL ATTERBURG LIMITS: LL: 49.7 PL: 24.0 PI: 25.7 SHRKG: 16.0a MUNSELL COLOR CHART: 10YR 5/4 YELLOWISH BROWN CLAY UNIT WEIGHT: 146.0 #/CFT (4" HMAC) HOLE # 2 LAB NO: 59268 LOCATION: 1856 PROVINE ST. G/4 4.50" HMAC 3.75" ROCKS, SAND & GRAVEL 6.00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 41.5 PL: 21.7 PI: 20.8 SHRKG: 13.0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 146 #/CFT (4" HMAC) HOLE # 3 LAB NO: 59269 LOCATION: 1829 FROVIM ST. 'W/ 4 4.50" HMAC 6.25" LIGHT BROWN SANDY CLAY ROCKS & GRAVEL 2.00" ORANGE BROWN SANDY CLAY 10.00" MEDIUM BROWN SANDY CLAY ATTERBURG LIMITS: LL: 39.3 PL: 19.2 PI: 20.1 SHRKG: 10.0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 146.0 #/CFT (4" HMAC) HOLE # 4 LAB NO: 59270 LOCATION: 1€ 17 PROVnM ST. X/4 4.50" HMAC 6.75" SAND, ROCKS & GRAVEL 11.25" LIGHT YELLOWISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 21.9 PL: 11.9 PI: 10.0 SHRKG: 4.00 MUNSELL COLOR CHART: 10YR 6/6 BROWNISH YELLOW SANDY CLAY UNIT WEIGHT: 146.0 #/CFT (4" HMAC) HOLE # 5 LAB NO: 59271 LOCATION: 1800 PROVINE ST.C/4 4.00" HMAC 5.75" SAND, ROCKS & GRAVEL 5.50" BROWN SANDY CLAY W/ROCKS & GRAVEL 9.75" REDDISH BROWN SANDY CLAY W/ LIGHT GRAVEL ATTERBURG LIMITS: LL: 38.6 PL: 21.4 PI: 17.2 SHRKG: 12.0% MUNSELL COLOR CHART: 7.5YR 5/6 STRONG BROWN CLAY UNIT WEIGHT: 146.0 #/CFT (4" HMAC) HOLE # 6 LAB NO:59272 LOCATION: 1733 PROVINE, Sa . -W/4 4.50" HMAC 5.50" SAND, ROCKS & GRAVEL 6.25" BROWN SANDY CLAY W/ROCKS & GRAVEL 10.0" REDDISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 33.1 PL: 17.3 PI: 15.8 SHRKG: 9.0o MUNSELL COLOR CHART: 10YR 6/4 LIGHT BROWN CLAY UNIT WEIGHT: 146.0 #/CFT (4" HMAC) I 4 HOLE # 7 LAB NO: 59273 LOCATION: 1728 PROVINE ST . E/4 4.00" HMAC 3.50" SAND, ROCKS & GRAVEL 6.75" BROWN SANDY CLAY W/ROCKS & GRAVEL 7.00" LIGHT YELLOWISH BROWN SANDY CLAY MIGHT GRAVEL ATTERBURG LIMITS: LL: 32.3 PL: 16.9 PI: 15.4 SHRKG: 8.0 MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT_: 146.0 #/CFT (4" HMAC) HOLE LAB NO: 59274 LOCAT ION : 1717 PROVINE S T . W/ 4 3.00" HMAC 5.75" SAND, ROCKS & GRAVEL 6.00" BROWN SANDY CLAY W/ ROCKS & GRAVEL 8.00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 42.3 PL: 22.4 PI: 19.9 SHRKG: 12.0% MUNSELL COLOR CHART: 7.5YR 5/6 STRONG BROWN CLAY UNIT WEIGHT: 138.0 #/CFT HOLE # 9 LAB NO: 59275 LOCATION: 1709 PROVINR ST . Try/ 4 5.00" HMAC 4.7 5 "� SAND, ROCKS & GRAVEL 6.00" BROWN SANDY CLAY W/ROCKS ATTERBURG LIMITS: LL: 34.4 PL: 15.5 PI: 18.9 SHRKG: 9.0% MUNSELL COLOR CHART: 10YR 6/3 PALE BROWN CLAY UNIT WEIGHT: 146.0 #/CFT APPROVAL: DATE TESTED:10--11-05 THRU 10--13-05 z DATE REPORTED: 10-26•--05 TESTED BY: W.ODEN ROUTING ABE CALDERON RICHARD ARGOMANIZ FILE