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HomeMy WebLinkAboutContract 25767 IN SECRETARY CITY SECRETARY C CONTRACT NO L1).O.E. FILE SPECIFICATIONS C ONTRAC?OR'S BONDING CO' AND CONSTRUCTION'S COPY CONTRACT DOCUMENTS L CLIENT DEPARTMENT FOR J 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD WATER DEPARTMENT PROJECT NO. PW77-060770140440 DEPARTMENT OF ENGINEERING PROJECT NO. 2731 BOB TERRELL KENNETH BARR CITY MANAGER MAYOR HUGO A. MALANGA, P.E. LEE C. BRADLEY DIRECTOR DIRECTOR TRANSPORTATION AND WATER DEPARTMENT PUBLIC WORKS MIKE GROOMER A. DOUGLAS RADEMAKER, P.E. ASST. CITY MANAGER DIRECTOR DEPARTMENT OF ENGINEERING OCTOBER 1999 r. hp Em I I FREESE•NICHOLS 6. 4055 INTERNATIONAL PLAZA, SUITE 200 FORT WORTH, TEXAS 76109-4895 (817) 735-7300 0FROAA L PRO ED F&N No. FTW99224 M,SU, e py Ro . ��"'y ��o City of Fort Worth, Texas 4vagor and coundl col"I"Uni cation DATE REFERENCE NUMBER LOG NAMEPAGE 3/28/00 **C-17945 3000NSTRUCT 1 of 2 SUBJECT AWARD OF CONTRACT TO S&J LEWIS CONSTRUCTION, INC. FOR THE CONSTRUCTION OF A 36-INCH NORTH SIDE III WATER MAIN FROM FOSSIL HILL ESTATES TO HARMON ROAD RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with S&J Lewis Construction, Inc. in the amount of $1,828,121.09 for the construction of a 36-inch North Side III Water Main from Fossil Hill Estates to Harmon Road. DISCUSSION: On March 11, 1999 (M&C C-17306), the City Council authorized the City Manager to execute an amended engineering services agreement with Freese & Nichols, Inc. for design of the City's 36-inch North Side III Water Main from Fossil Hill Estates to Harmon Road. This improvement includes the installation of 11,400 linear feet of 36-inch water main along Hicks Road to Harmon Road. It will supply additional water to the Harmon Road Tank and allow new customers to connect within this North' Side III pressure zone. This is part of the City's master plan to meet its increasing water service demands. f This project was advertised for bid on December 23 and 30, 1999. On January 20, 2000, the following bids were received: BIDDER AMOUNT TIME OF COMPLETION S&J Lewis Construction. Inc. $1,828,121.09 140 Calendar Days Jackson Construction, Inc. $1,836,112.00 Kenko, Inc. $1,887,531.00 Mid-State Utilities, Inc. $1,943,826.00 Circle "C" Construction, Inc. $1,976,573.00 Conaster Construction, Inc. $2,163,802.00 Pate Brothers Construction, Inc. $2,291,268.04 Oscar Renda Contracting, Inc. $2,304,637.00 The project is located in COUNCIL DISTRICT 2. In addition` d-the contract cost, $127,968.48 is required for inspection and survey and $54,843.63 is provided #or'project contingencies. S&J Lewis Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 12% M/WBE participation. The City's goal on this project is 12%. City of Fort Worth, Texas "Invor AndCouncil Communication DATE REFERENCE NUMBER LOG NAME PAGE 3/28/00 **C-17945 1 3000NSTRUCT 2 of 2 SUBJECT AWARD OF CONTRACT TO S&J LEWIS CONSTRUCTION, INC. FOR THE CONSTRUCTION OF A 36-INCH NORTH SIDE III WATER MAIN FROM FOSSIL HILL ESTATES TO HARMON ROAD FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Commercial Paper-Water Fund. MG:k Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY Office by. (to) 6Q�Q 1/ n A 1 RO E0 Mike Groomer 6140 CITY COUNCIL Originating Department Head: AS AMENDED MAR 28 2000 A.Douglas Rademaker 6157 (from) PW77 541200 060770140440 $1,828,121.09 4dditional Inforymation Contact: City 6acretaryof the City of Fort Worth,Texas A.Douglas Rademaker 6157 Ste. Loulb �ur,4 hon rMA 11%13 frremL- a Hich ia+ ira: tn-f 'em eqm t%m/teb CITY OF FORT WORTH 36-INCU INMT118M 1H WAIERMIALN FOUL HIIL ESTATES TO HAW14ONT ROAD WATEX DEPAKINMXT MUNCT NO. PW774WM4-4' ��Tla DEPT. OF ENGRWLERING PROJECT NO. 2731 �� Nu FREESE AND NiCHOIS PROTECT NO. FTW99 _ . ADDENDUM NO. 1 � �. 1i` UAC._ BID DA TP. 'I'�ay,,�,Zq, , 1;34 �.- /—/SF ne foffawin't ff"doM4 dtlakM4 mo doh or rfar io►rs skaU be made to the appropriate sectiorss ofdie plans and spaef catiorra acrd shaft becomm apa t of&c Con&od Aoea i!g. Bid�rn ow ae 1e ergcci!Pf-*b�4um in tike*wePravided or,Ike Rldform BIDDING RE0UfI iylE ; AI-1 MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS l oa: ify the para raph MIWBE PR03ECT GOALS by deleting"The City's MIWBE minimm goal on this Prolm is. of the total dollar value-o€the-contract:";and gdw "nwCWzX1WBEmkd== alsa�this ash:fthet ,std ' value of am -t;" A1-2 PART D-SPRUAL CON--DYnONS 4 AL D-96 TEST HOLES CIMflaation:Amyoftheresubsoft geotedmimlinveWpdon pedormedbydwCity ofFort WorthforthispwjedisauchedtothisakknduaLInfonnationcwWnedinthegeoteclnsical his hei�� tsi� asa���"Spm!C-ond�a�- 86 Feel Holm" B. D-97 CONCRE T E CYLINTI;R PIPE AND FiT'I'R*8 r.iLIvc# `y$seP ���Pcrosih,6Pmlmshs he CiassMAMMA.C-303getatgowd+ etecAndmplpeasspedfiodorttheplansand manuflicdu«lin accordance wM MatmW Standard El-4 eonWned in the ural Contract .",aadaddingtlse&kwing"C�ommcyl '_Vhx onddspQjer�tstmgbeC m 150 A.W.W.A.C-301 ptosed c umwtc cy inderpipe as specified on tate pians and mam&mhued in Ammdance with MatwiN Sid E1-4 ooagwd in tbo[tom ra�4 dna." C. HICAY �► Adde-. dum J'."UT��L��iG il•1..] fr-cCac Ct VISLAtu LZI bff.. 4a. .J✓ .��a r.GiC•c0 Clarification;A copy of the approved permit applications for the highway crossings ofU.S. RAM-a-ad P_M 156 are attached to this addendum. The tr ontmoor shall erect a readily I&nandmtabkmxiw ateachrightofway Ime whwedn lmaosae& lU vo—d ell lvacco i muimneWsmda valof1heFortW9AWaterDepatnmt. Theeost of the mawkefa I be lnrdudcd in dw unit prim hid for the waWdine. D. D-97 COMPf EMN T'l Modification:Mb&fyMep=graphbydeleting Okisumkiowdanda upaabe tw 0wnw adC,on rffMfzwiz*fbe *&s6mwamdaIlwu&undw#iwCummi shall be oompkW to the satiafs fum of the 0W=w9bift I40 edteudar days fim Ibc Elieedve Doe of the Cbr&nc is Notioe to Proceed.",and adding the foll6ohng"It is understood and a&=d upon bstw=dw Oww mW Contractor that bine is ofthe essence is this Contract acid alit mm&under dA&Coaftw,R WI be comgl to-ft smfidhMon of the Owner within 1$4 Saar 4WIN how ttaa€ffeculm Date of the Contraotr es Nouce to Proal=" Addcadam Ne. 1 0090&2 FTW99224 i-r ez--" u e�rs '�`s�era a era a,n�• IiiIOU Ll RHIN #V%Fll GRVrtCMMM:AI EMOIMTRR1If0 january 10, LYW •�`oaarlc�l.sTwws py g�...�� ..y_ •Di1TRR//INVR9TIMTIOM{ city of rV�t• •1 o,il1l •PAVtXMXT autos 1120 Foumier street •AVVA "V 390TWOR Al T95T1r• fort Worth, texas 76102 i�i�s�:+•.�na # i�•,�i13#- i$7�=wig$ ConslauclwMlRAT[AIYsTcsTum T7 CKS ROAO WATER LINE •CONSTRUCTION OMXVAng" ONSF RAK"AD TO HARMON ROAD -40#4* TC Tem" fORT WORT41, T6XA$ .ASPHALT NVINi •SOtis tu9rMM) .PITA"K41=1641 -t94T TR11ifOM nn�9erT41I �bf lel€. .i$ri'. . zzarva INTROT*N -MCI!raf1 w1K IMSTA&LA"" .r,Itlu01U1 WTAL ONILLMIO Rom r4ws, sT!>M. is plevAd to{}tsuft ii4 $9actect',rikal •.sofseNRleAt oslulMr vestqawt pwkrrmd for "lropo"d mcu l '.4v" lane �� in W Rorts l#qmat M9006"WO Ortabw IS, Ing. Aut#rorization to parl`:orrt: ast4a *-as providecl by Mr. jari an " W"W 4, 10". �a :orin9t um.--perfw--%ad at the appoxknam locatiwsklent iii d be j Freese and NicholsT kic— and Vk4wn on "P Plan of Borings, Plate A-1- Five , 1, borings were drilled to depths of 15. to 20 feet, soil and rool4 SW411SUS were ax =od for v=LW 4xwn=t:=wd Wburawry testing*and the results of the j ,t,,�= �r�are presenteded w. the text mow_ Plates A-4 t •I rD sgh " provide 1iti�M.iW dcof Vhe nWeriala anew3ntered in the boruiga- Plater A.i and A.a d**=-bg —_De*ssler!descd tk of the figm wid lebwatary pro4edwas are or. the atrxl available upon request. SUBSUF.FACE.CONOTMINS ,e l The gererel $ta are is undertin principally by materials of the Main Street swerlain by Fawpaw ge-olovical formatigns. Main Strait hrp4ty-nna Typieaity :si - MOT+D7Tw TWO Tol! TTLRPN Mt 917-611-Wil wcrwv •errs.-�sw rAmlreu •I7-f3i•N17 is"_1q_AMM 1101A rT eese & T7icmizf inc. air U:] rRTi r.v4reo City of Fort Worth January 10.,20M Pate 2 consists of Ion to gray Rnsstom v tk-h ffM exist in a frectured atete. The undedyirig geology, the Pewpow formation, consists of shaty clay and shales. Borings 9-1 through 9--3 encountered 134 to 6 feat of clay soh underlain by flan and gray limestones and shaty limestones. Boring &4 eneountanrd d feet of ciays, which were underlain by a moderately to highly weathered clay shalelshaly clay, which was Thereby nrtderlslrt at a dept of$is%with gray, retativeiy t nweathersd shale. Boring B-5,-along the seat segment of fire proposes water films, encountered 16 feet of clays and shaly ciays for its full depot. $neits clays are rniW a ty w htW*y 1Wtic with WMW Owids vat ft6m 34 to a7 aW piasticity indiums varying fr m 18 to 42 at the tested iocatiorta. Soli rrrOi 6 tomtteAft vffrea fmm 2 m 32 pert, while the percent passe the No. 200 siege veiled from 36 to sS pint fit tits test eci ioceiion& unconfined comprossi a atmftgths can sails verve,rvr" 1, to 3,780 pouts per sit fedt Ips 1. Similar tests pWoftye on tock specknom tesulted iR vskms varying from 13,GM to• 1,i ,tom psf. Soo msis" tests were pwfarfried on seiected wnpies with €est rofmifis-inttet++q vis Vi YMS from 1,190 to 8,030+ Oh(W centimeten. Ail Donn" wwo Worrnwd aoftOnuoin #i Oi sugwes and corky tec#Niii ws use ek. AR bw1no were dry at compWfmn of drN. However. in them and sgnihw formatio, it is possible that ter Maty psmhed watef may occw atop limestone or flow through fractured asams with tit; reek, partic y efw pwWs of hewiy or amended rainfall. ftne Enqmws.Ur.:MOCiS s the o*Murity to perfatm this ktuvz4gatlon and provide thio OM fw tho CRy and 4#a9inew. Roadera sIM undsrsvaxa that s -#ars condmors and wig vary batwa4 :bwkV&. Fwthermwe, sod m6sugs conterft dvmti=. strength,and moiStii'jity val vas alta wU1 vary wfth«.ow:alativt moisture content of the clay sails_ The fallowing platex ars attached and c=plota oris report: Plate A.1 = Alar: of Swings Piste A,2 - Unified Sail Classification Systimn Plate-AAL- Key to Cl:sslficst=' and Symbols. Plates A-4-A.8 -Logs of Barinp Respe tfully submitted. Ron$Engineers, Ino, Charles M. Jackson, PA. Vice President : copies submitted: (3) Mr. Ryan Jeri, P.E.; City of Fort Worth 3t�Fi-i - �1=i� frzrar Nichais, inc. tiff ��3i �. i>26 i # t # j { i I i Ko ROAD �g $ NORTH t � t SCALE: #"=2OW y � 1 � .. IMICKS ROAD WATER U-M—E - FORT Wim.-TEXASpL�4t�4�H0R.�*w f LPLATE A.I I �t�1Y-39-G 31�3� rTILI "11CMts+ MC. air' r..]' rRI71 r.Voll-0 € MM*t3J WOM � ,t TOW Nam 1 Labera6ery CIMMM titlti Ctttetfa , 1 1 1 GW1 sand sift Orra 1 1 ,o?plow om# vTo� ter,tIM7 € 1 1 7 1 �►>� ge 1 «+> , l 1 m 1 cP 1 �, NM Mssung Aw gradation ftwimmenb fw cw i l TOO "` 1 1 �� � ! 11 � s and pink JmjW - 1 N 1 ^1OU 1 mixiuttis 1 r ; 2I weave ttwn 4 i plotting in hatdwd zone l p twsen 4 sno rays € - 1 € t 11 ane Plastic IWIs 1 , come"A"line wig P.I. synftt� 1�is �. srww 1 1 r € 1 1 _W 1 well-grades sones,graveey t om. 1 1 1 1 "Mss.date or no*w 1 l 1. Pay saw: 14 � 1 w 5P gteveipy sends.OM ar no l-2 1 . Not M""9 an Maw rowAwn"for sw 1 am lam;wnft . w s �►�s ,Ir�_=1 �£ ' d Omit ft" 1 1 1 1 # - 1 ar,4 1OWN tMtt_ww4wW? t are borderline cases y 49 1 1 1� *1 1ttgwd anti limas rig use of duo! 1 1 1 sc 1 �` 4 abo a*9 line with P.I. 1 1 1 € grater than r 1 1 1 1 1 € 1 1 1 1 1 " :a 1 vi b with Aght Ow to1 sw waveH 1 s 1 1 p+ ► 1 € € € ° € 1 € 1 1 1 _ 1 1 € l l 1 r1 € a. i ��mgM 3*1 't t � 1 1 0 1 inomerrb WIN,n�a —1-cem or 1$ - € 1 1 1 € M �lt<» =�� € € 1 1 1 € € 1 l 1 € € 1 � i cti1 . 1 Ogg",to 1 UL aid OL 1 1 I 1 € 1 1 tXgsNadsrs of n,e�wm b 1 0� 7fl �: W 90 ct 1 high piastia'q,brgamc$td 11. ugad un € Pt 1 � a UNIMED SOIL CLASSIFICATION SYSTEM PLATE A.? ;J?11Y'I4—GOWI1�1.7 rf cc.r [a nsa.nu.o■ n.a+a .+�. .....+ .��� .�.. �� SOIL OR ROCK TYPES $I I # # I a . i I..j(3RAVEL W-1 LEAN CLAY LIMESTONE �m D=w 19 •=lf,,r�Y �- 1 1 1V 1 1 1 1 1 v v•o v TIT 1 1 � fSl,.f f �rr—� w TONE 1 1 [ 1 M!GHLY f CL P1Y Y �.OMZ RATE Aap�c t P-** { rens dC PLASTIC CLAY �/� Tube i SW. Oas t Pen R�eovorY i� i ir9 2S DESCRISCONSISTENCY, COND9 f ON, AND STRUCTURE OF SO4L � . I Fine Grained Soils(mm#wn sax a,ning mL=Skye) � Deseriptly,Mon P"rorn Ro"Mg,(MI)soft I to 1.0 Frm 1.0 to 1.S aria 1.8 m 3.0 very spin 310 to 4.6 � Hod s.6 f } ^,.dame Gfained Soils iMiw• i Aston.d an No.m0*m) ptnowsam Rorie Deocripa"Its l 1 OWW590; 1 0 W 4 VWY Lows O ta 20 10 to 30 > Im OeN 40 to 7 30 to 3o Dense ]`t!to M% 1 over So Very Dense 00 to 100% 4aicarevus mins appnciabie of calcium carbcr+ate; generally nooular Haft of"Mv-*u Me aft o ick mad VWW M&;Vasfie � La t&ftP6"d 0( of 17464rW CORUMW cm"s�fetiffrc5 beW or apt Composed of aftmats I"=of ddw4h,soil typee. Il f tr:appraxiw a equal pvpordons TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK � s .ardnass and Dares of CemantaVm Sea Flaant Can Ise W"ok-M in ponds ift icy uP to very tv iff WHS �> Canbe wmww with rrwei IModwamy Hed of it astir icr ie; tan»t be wiih tingerrt3tii riard Offftitto scratch with We jVvy f4ard Cannot be scratched wftn krrtfe I to rionM or Fnabia Easily orumbied Gen�enteQ SoundWgetw by fitly predpiitW materiel: Lluartr,agbilrme,doio 'te,siden`te, {yq� i and iron oxide are common �� ftla. 1 II I 1 1 ISI I IIII■11!11�I ICII�IIIIII! ■ ■ IDe3gree of Weathering jUnweethsred Rock In its na4wW state before being oxpaosed to atnwsphenc agents ISD0*Weak Noted predomirw*by color change with no disurtegrated zones Metered Complete color change with Zones of SVffy decomposed rock 10ftmeiy WeaMwed Complee color change whh consistency,texture.and general appearance approaching sod fi iK€Y TO CLASSWICATMIN AND SYMOMS PI AT€A.3 M ,}'RY—IR—LC,W 11.1..7 fi-CvMM Ch "It.4 V.sf arra. i t4_-o149, $aringldo. ftoieat lit i 523 9-49?-18 B_ - 1 Fon wonh.Tem f W.I.,obww6aAi 1 S"Pt ce Art Dry at empktim }}� .• ��a�t,,ICbOA � omplatr�l � I I 1 1 `M 1$ 1 1 1 M 1 1 �1 0 � - un bfts ea vi f i'T"--ii� 1761331 1 i 1 1 S his► l tMALT L4�o> t UNK.6ew vowegaorK 1 23 53 jt --15 t - -- - - - -- - - - - - - - - - - ; ! ' 1 R�wtivit�+Tat ttmoas_d O to z_1-1190 f ! ! 1 ! 1 � � 1 1 1 i l 1 1 1 1 1 l 1 �� i i ► � � i i � 1 i � 1 1 I r ;} LDG OF HORJNCT NO4 B-1 Plste Aid l .iM1-1�G1� 11.1 TT'Cl�SS i•1 naL'tivaZt 11lI..u, r3ir rw r��i r .v.i�cv - iilrli Na t M Nn PCO eti W9� uns B-Z _ Fort Worth.Tem 4 kt to A.1 Dry at a mpkd= i 1 11� Stratum Dmripfiou671 �- ffava wa ympAM s� I 55 40 C !1 l RA vtMMONEs,,v l ! �i I ! y j � �TII { .! i i t 130 : 698M j ��!t f SAY,�..- _ _ � EE i EO i �- .- _ -. - ,- _ - - - _ _ - _ -- _ _� I t�aritr-rac lb.at to 7.R-L= 1 I f °gym-a"ti`°`tc`� ! i i I if it i t l i l 1 Plate A.3 1 r 3�lh1-14-GN P YY:1tp Inn. rir rxzp rr7i r.�nrco s P 4x1 No. Rick Road Waftr Line IPort wort,re= Sm Pate AA ,—, Dry at compitfmafi oq* i�yi fi�� 1 I+iiV " +T77 &tratutu esedpdon ! i • .fi DRi +� aRfi '` fi fiy fi and e":VW t xs 6;1 =1 42� 2911001 3.75 3 fiRY m 23 I 1 i s--T--�- —}--}--=fi----- . . fi lowim 6 14411040M —ts - - — — — — — — — — — — — — — — fi i 1fi fi i 1 fi fi i fi i fi t I Rey Tc*Rain:00*r,A-tsso l i l l l fi 1 1 i l f ? � fi i 1 fi � fi l i fi i 1 1 11 t i l fi l fi 1 1 1 � I fi fifi 1 � � � fi fi l l fi i I I fi ifi if fi i 1 1 1 1 1 1 fi fi� 1 fi fi � l fi l fi fi 1 fi fi fi , l l fi 1 . fi l fi � fi 1 1 fii � 1 1 1 fi fi fi l 1 ? 1 fi fi fit � fi fi ► l fi i � fi fi � ? ifi 1 1 fi i i fi � fi i fi fi fi � i i li fi i i i l � l l fi i 1 i I fifi fi ± i fi fi fi fi fi l fi 1 �i i it fi j i l fi fi � i fi fi l i �fi i 1l fi � fi l l fi fi fi 4 fi i 1 ofi i ifi 1 1 1 1 i i fi 1 1 1 fi 1 1 1 r i l i LAX ofxn�rG xo. B-3 Fbte A.6 1 jRi-3 4-a�w' 33=313 firi't se l5 T1 Tcho is f IM. a1 r r.SJ r47i r'.117 eo Ka . a RR&d altar LAW `513-"97� I - i Fart Wonh.Tcm I wader o�.a�,� See Plate A.l Dry at caupktkm, IL ° i ! i 1 341 161 111 101 M1 3M I-S I e fogy. 10 lum I 4- -- - - - - - - - - - - - - - - -� � f 1 i 1 1 %fty Tait Result:at tut x-6M AW I if I f ; l 1 Ii i 1 � i 1 i 1 1 I i 1 Lm of m w. B-4 Plate A.7 I a _Ri-14-2ow ii=is f,-eeme -9 ifivhnis, inc. twe t3' -ewni Tam i Set plate Al obaarYaDry at compktioa {cam { 1-YPO I if 1 i ! i �t i 1 1 11> •� i _ abum_ on ZOOM CUMBILMAII Ingdnm L - w„a a ant 'Itap�ppe*"Mob and awl, � s , � f i S + 333 3 251 3 i Brit.aad taa,w1 fi � , uotlsLlpAf;r sats 3.75 691 iS I 41 3.: vic 4.3TT- 1 �- — — — — — — — -- - — — ,- i t 11 i l i t i 1 1 ? 1 1 4 1 4 1 41 1ZOO" { 1 1 1 1 1 1 1 1 r 1 1 1 1 4 1 1 1 1 4 i � 1 I I l 1 1 1 1 1 Iif I i 1 1 4 1 1 1 1 4 I i 11 1 X 1 3 1 1 4 1 1 4 1 1 1 41 4 1 1 4 1 4 4 1 1 1 1 1 1 1 I1 1 1 1 1 1 4 1 1 1 1 1 1 11 1 14 i 1 4 1 1 1 �i 1 11 1 l 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 Plate A.S- , aa>, JMITI�ZW�C+�,,a a-1�0 rf-ccac c 'p AP$RO V_AL TO- City of fait W*;*_Depa#mw of EngiWgritt� 1044 Throckmwt=SLIGO HwyNo.FIA 1$$ Fort wordl Tem 75M Msi"tftNo.10 cto.Mr-Rick Trice Cauw Tarant Dat+e.: November r 1t 199-0 Reviewed do d By_Ci.. Rodriguez The T Depwtmcnt of Tmspawiaa(IxDOT)offin no Qhjecton to the location on the TW-of-way of your proposed 36" WATER LM as shown-by==pan ingdmwin•$s and notice dated c_-to 5, 1x49.e s pt-as noted b91gw> x ADDITIONAL REQUIREMENTS;A R&4DELy jWENTIFIABLE AND SMTBE PLACED AT EACH RIGHT-9F WAY L14,WM-M— LINE CROSSES. i Fy.x:V,9s .j414.i414yE:SC - .. --.• 'T--aF7:'a m• _. � ..�P y It is expressly ug eitiu tl _TxDOT does flot putpor#�[ieizby to i aiu#eery tasement in or upon this highway: anti it is,i'urthac understood.tha<_the_TxD4T mai o�gaii � v► o'rate this line, subject to prov*ons;o€govireing:law$ bygiviti thiety{30)'da pvrittsa"notice; ` ' You are:�±oquesbed �(,his=office earecnent of an '"' tenance which rtgtiirea # if tie hI$Itwi►yx :Wt vie the extent and methods tog, ver *.k ca�nictg,-topping..tcee batance�type..cu paiatiag ruts'and clean y, se specifications err.iziiaid d:••tpr C: bosl4tni►b1e ii1v ;3 v try pla3ttft °attd beautiftcatiorr b inducing damage dug to trimming. r The instaiiaiion strait not a artry f Voway and adequate provWons must to made w cause minimum it mvenisn r `"' *wners. 3n the event the vomer faits to winply with an or ait of PY Y the �as s�t i z;1W-1- •dis3'Uko=h action as it dw, appropi atcto-compei compiience. ial �: stal an of Utilitim ba Hlghi%%y Rjpl -Way; Bsckfili,p ;Thisi Rbv:Fob., .g?i - - - $ori�l�'7'�gR�t�s�!»z� Uw4. -' on: 'tsr�'S ss stis fo:Gtilitlr 1 ati(iwA_atti r—kl'by Vtl14 Penni ` I 14-ft bs"-1j11derVn_v d U lities in YWzkhy of Trm. REKEGETATIONSPECIAL PROVMONS:_�In odder tomtnimfze erosion and sedimentation resulting from t}ie 00posed'installation,`the aroOct areiwill be revzgttated as indicated on the attachment. SOIL EROSION SHALL BE HELD TO A MINIMUM AND SEDIMENT FROM THE CONSTRUCTION SITE SHALL BE KEPT AWAY FROM THE ROADWAY AND DRAIN INLETS. PLEASE NOTIFY GLYNIS RODRIGUEZ AT {817) 370.4585, 48 HOURS PRIOR TO STARTING CONSTRUCTION OF THE LINE IN ORDER THAT WE MAY HAVE A,REPRESENTATIVE PRESENT. Texas Department ofTn nsportation-Fort Worth Steven E immons.F.E.,D1 ict Engin BY:/!'arty C 1Z District Right of Way Utility Supervisor it"_14-GbW 11`•TIr PITO"IzI Inc. air -ra3 r-rn 7r.19/e0 ten: UtMy Line on Controlled Access Highway jfteVbW&VW i*OW we ebiotwtwj To tbs Tucas Tnuzportati m commission Date_ October 25, 1999 � $agtassr Te=as Daft of l,` Rata= Tarr*a.t County �q%K-Wa,= p0mal notice is hereby given that city of Fort Worth Company proposes to Via*a 36-inch Katerline line witilz the rlo"f way of F.M. 156 Tarrant county, 'texas as follows: (give location,length,g4neral dna#gn,etc.) Beginning at the intersection of F.M. 156 and C.R. 4005 (Hicks Road) in the west gght- of-voy and continuing for a total distance of 120 linear feet to the eastern right-of-way. Portia" of the vateriine will be installed inside 54-inch steel casing installed by boring. T` a£*I casing viii be installed trot ditch-line to ditch-line inside the highway right-af-may for a tot*! distakwe of 90 iinear feat• The waterline is a 36-ice RCCP F1pe, tai hr_ l sul a& is fit; r"d right-of-way and irrill be approximately 11,000 linear feet is length, The Itue wit be constructed and maintained on the highway right-41-Way as show on the attached drawing and ya accordance with the rules, regtt3s#foas and imp of the Taus Department of Transportation MDOT). and all mag Daws,tAeIUdbOg-bwfi a*UzUitsd to*e"Federal L lean Water Act,"the"Federal 1£ndangerad Species Act,"and :he"Federal Watem Fes# Act."Upon rt tTTxDOT,prof of a mpuarm with all governing lairs,rules,and rnrulaUona will basubmi to.m_ '.lsefrre t�eeast iirn. Our firm will uua Best Management Prate 3.o minimi es trema.and sedimentatiaa raaultin$fmom the p}aposed installation,and we will revagetate the project area as indicated under"8.evsg9#3#t9s 3pesial Provisions." Our firm witl 1n.Swre that traffic control measures complying with applicable portions of the.Texas Manual of tlniform. T►+sTk Cert Des will be tastalled and maintained[br the duration of this installation. ?'.W location and deuriptiaa of the�line aaa u nt+s�£trllp shoovu b9 t o�rr complete sets of drawiv attacb&_4 to this nom. Construction of this tine will beginon.or atter tb4 31st �day of2gresi+tr 9 � $�signing below, I eartify that I am authorized to represent the Firm listed below. and that t o p'_:rm agrem to the . conditio3®vpro4isiouaincluded is t8te yermat. ' Firm_.I-..of itch Worth :l TDtle1dntdGa11/salt 1 ii +t-�f-i+fi�Gr�tlt� Y1%Ys melte E< njCnOrv+ snC, vz r form I=t&&,0969-J) (P,ev;oos venvM UmoteLe) APPROVAL To; Cfty of Fort worth-DVpX==t of£ttgisis Pe-unitt! M-W-379-44 - j6W Thmcto c Baca Hwy.No. US&1/167 fact Wort}t,Texas 76i02 Maintenance section No. IQ VQ Mr,Rik T " County: Tarrant Dare: November t.1994 Reviewed&Iaeued by.G. Rod4ues The Texas 9epartment of Transportation j?xDCM offers no objectivrt to Ow iocWon ort tM A#M of 3u;w "ased 36" WATER LINE as shown by accompanying drawings and 006ft tf906OC-WW 2S* 1449,exceptas aotp.A bekw. AVbffbOINAL R QV--MM9WFS: A REANLY MWWU= AND SUI TABU MARK=MALL BE PLACED AT INCH N T-OF WAV to bi€,WURRE LLNM CROSS Your z=tm is tliter-led to gov+eming laws;aVacialhr to Article 6674w-1,Vernon's Annotamd Civ, iC�s of Turas,panaining to £tet -!Of Access, Assess for serving this Installation shall be limited to access via(a)fr4ntagt. s_wi a provided,(b)nestyor adjacent public roads or streets,8 trails along or near dna highway right-aT-or�}+..liut� �aa ::t _ :3a s3t aaig ° Ely one or all of wlµch.tnay may be mgde to otrttt portion.oiTtite lifg?fv '?x,$sit_ ice' sem a 'ata:`ttert:zw; c+peratians The 0viinai`i Ijgyftt of eCccss io tta;tlnro� tM " moil± ir3 lji::3C>3t9 90 rrgulat!stas as apply to Me general public exceM tiowever, if ikrk enttergWAY slamdon o<aua-uad U=--',me=s` > tt4!3t!� fervice operations and wa.uot pol wiit fr e '+ ilic .!ri apsit's as required for the _ ,�by �. � "&*p safety arta .4I � ���bsyst�rt art a�access to and,i�rmD-,&e tlu+ough-tMftk roadways and m mW u n�to�ltte rvgwred srn wy repafrs.provided TxDOT is nrtinie�et Iet+>iWW by the Utility Owner whn smhMahc"Maimudis taste byi theity Ovmer,xoc:ootnex&dsafety oftioway traffic. It is exp"essty wtd"ood that the Tx -does not p upeat,ttMb),. to grant.any right,•ciaim,iii ;'oIr-essenlevt in ar this hi a>ld.h is further understood Ifik thtTW!)T may ih�'aY: _ - y r4gdira owner to:tatvs�tis#is lice;�.te'p;ov;sus of gcvrrniaf laws,by sivtngkry 'foo am rcquamd to shot# +d{#sof any tt?teOw or WIWI;maintenance which requiraa pruning of trees W"dw right-ONwaY,so va W-imfty Zvi&WAifkaiions for tic extent and methods to govera in tramming,topping, »-bak=,type of ews.puftg"'and'c!ean:t "these specifications art intended to preserve our considerable investment in biXbway planting and beautification.by redu�tgdarngge due to aimmin& The instalmtlon snail not damage any part Or the highway and adeguat+s proves must be maw to i aus6 minirf w iactna wiiwKcs to traffic and adjacent property uwnve . Itf m e+Tetrt the l7■otner;'alis to cornply mils-418y ora of the mqatr�as sct for haw- the State may take such action mit j5ploptiW to Oaf"guWtPlipam. GBNER,AL SPVCiAL PROVitS1O Sr. SP*c€a3 Agq»i -fes iu�Fl srf u N Highway Right-of-Way Mill of UtiW, Tsetichm,kev.Feb; 1971 Utility Cw=uc ion Werk on Serx4*s and Sun4ays for Utility rnatailations Authorized by Utility Psarntk Utility Policy Cart. Derails for InsWUng VII&ground Witiwin V*inity ief TfM. REVEGEETA'TM SPECLAL PROMONS. Ir10rd-w to MintM� s.XS:*n ad sedimentation re3ult M from the imposed &c project will berevt;etaW as i wined 94 the anachtnent. 80lL-M-0-3](W SHALL BE HELD TO A MINIMUM AND SEDIMENT FROM THE CONMUC17IONSM SHALL 8t; KEPT AWAY FROM THE ROADWAY AND VJ!tAIN INLETS;, PLEASE N071" GLYNIS RODRIGUEZ AT (*;7) 3?04M, T;0K--t 41G)tfT f4F$ ;HOURS PRIOR TO STARTI;rC CONSTRUCTIONT( Mt LINE fN O"ER fH-AT WE MAY HAVE A RIMMUNTATIVE PRF.,SF-P4T♦ Team Depgttnew of TranWrWon-Fort Worth Steven El mors.P.a D• •cc 1~ngirn gy; r igh?of way Utility 5ttp,:rv4sot` tutee K tlichafa9 Inc. M't -ran -rq ra.rbrIM Utflity Line on Controlled Access Highway oreaiaus..rsionWw ar.oeio�s..) To tin Texa3'13am*rtativaCommissioa October, vie IfiotrictEngine+er 'rases De uftnt v1T pt rU0m Tarrant C.gvntY r Formal notice is hereby given that City of Fort Worth Company proposes to pla e a waterline line within the right-of-way of U.S. 287 in Tarrant County. Texas as follows: Wit location.length.general design,etcJ Uglening at the intersection of U.S. Highway 287 and C.R. 4005 (Ricks ad.) in the West right-of-wap and continuing for a total disteuce of 616 linear feet to the east rigbt- of-wsy line- A portion of the waterline will be installed inside 74' diameter steel casing installed by boring. The steal easing illi bt lustaiied from the ditth-lifse of the west frontage road to the ditch-line of the �ft ff�rea9G T044 #ev a total di teats of 511 linear feet. The Waterline is a 36" RCGP pipe to be 1-natailed iu %*vaty road rig'ht-61-way f C.R. 4007 and viii be appvoximately 11,E linear feet in leugtt.- The Iiae stir be constructed and maintained on the highway rt6h+'of way as shown on the sttacned drawing and in &=rdaace iwiththe rules, Tegnlatim mw pdm" of rat Texas rte"� of T��i}� E£ }, and all �. � with ntiudiW brat!mot luted 30#be"Federal C�W6tM�r~ "F�rgl E 4W$P09M AV," the"F'ederi i UpmrvwnU by Tr.=.Pr*d of complUmce with all governing laws„rugs,and rias.willbe-m-b—itted.to TOOT batom a* ..... .n.wri!et"natrwcDIL Our firm will use Best bEwmgemssit Practices to n"Lnxiise erosion and sedimentation resulting from the proposed instaliatioa,and we will revegitate the project area as indicated=der Movegetation Special Provisions." Our f=irm will insure that traffic control measures complring with appiieabis puTtivusr of tin Tse=manual of Uniform e� Traft Coy tmi Devi6ei will be installed and maWtslma for the durati"ofthis bu tallatiom The ani d*=i;d=of the prop line and sgp::r*tenance is=ra!faUy&hewn ley four Complete sets of dram'ings sty thisti� Construction of this line will begin oa or atter the 31�st &y of December .19 139 By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the coaditloaslpravi:faas included in this permit. €:r.— City of Dort Worth By(Prine I?/C-+- `T'/ Cr Sigaalure / t.�4'--EC /;'—"*77j J -tr -7:l4Z. 1Skone No, 4f a~ i fI eeze & fylzt tat Inc. twr _rM, _ran r.rrsed r THS L'R T 4F TSAR A 10 DIMTCT NO. 2 5"IAL DTZI=0 ON HIMY 3 -KA i) Coote tion sof Work with 81h C—entractor ox Its—" f fi s If- any portion *f vola, hA*wff iw ;fir swotraactio% no Utility Owner'a Forces of Ckintractars smell enter within the highway right-of-way Without first consulting the Rigbway Oantraotor aindd Ming necessary arrongemonts to' Coordinate installation of its faoilita*s with Highway Conateuctiono All work relative to installation of 'Utility Owntr:s feoilitaos shall be canducted in such manner as not to tnterfara in any vey with mat iMs of the Hi fay Contractor. Th* ab&a via respect to ordination of work with Highway Contractors shall likewise 4ply to vork haing done by State Forces. (2) Charcadx In atv�of Proo2s4d Utilities No changes shill be,made in approved 3vc*tion of utilltie* within lim is of bi&bway right-of-way witficut prior suthoriaatioa of Teams Dapart=wt of Transportation. (3) �bd�� of Utilit Bales W Aua:trter4es devaati*as shall be made from the location of underground lines approved or dasigaatsd by the Texas Depart t of Transportation either during plaming or o9nstruation to avoid utility poles. Where such pokes are adJacent to MW proceed underground line, Utility Carer shall make necossasy sis:9ft*wo*ats with atba Utility Owners for moving poiez and appurteninvass cad/or wqparting sa= during tromMA& operations: Any po3as, suchars, etc. ralocated to clear the proposed underground line shall be mved t9ward the highwa.9 right-of-way lies acus location shall be subject to the Texas Department of TransportatUm approval. R (4) ubomission�L Project Draxines etc Sta'te Prints of dstsiled dravi,W show"g fit.plan 1=atiop_r91JJ* of undergrmmd I� lima r-shall be submitted to Texan Department of Tr#sspartation well in advance of ronsty—t3.au of 11w#.. 19r uo_rific;tion that location of lira is icl accordance with r"Uir9gw.ntp specified herein. (5) S=takW of Utility Lincs, in y"t of ConstMigUan Utility lines shall be siad ve11 iir #&awe of trust-ion of lig so that Texas Department of T;ausportatian z= inspect staking to verify that alignment foaais to raquirea wts set out herein am-4 that there 3s no conflict with highway facilities: Utility mer shall sive Texas Department of Transportation not less than 49 h0i =4 Wnotice ahead of time when staking of line will be completed. RM Utility section 3anim,7 'sus, P �*di-iti-2� ii�i� �rera+r � �iichoia+ irnc. X3'7 '735 '��1 �.�tlr�b AO {b7 %Q i1lcattlan of abajtDo t of exon Authorizes z F It Arld •�=i�` �z of I.odatieft to Whey ui..ilij x p It is exputod that %hare the installation of utility line has b4an authorized, such 1=taLlatiM sill ba grade vi thin a reasonable period after approval of permit, otherwise, the Texas Department of Transportation r*serv'es tho right to assign ttm location originally approved for rhe line to another utility. If construction of Utility line has not been started vi.th% 4 month aft*r +dsts of approval., tim Utility Dammers shah immfiat*ly 1weify the Tem Departof Trk"postation wtwithes it x3 stili inteadad to install the line and the date zoaatr..r:tioa still, ====ca. Is the am= Jn to ab&don all or any part of the authorized location, the Tex" D%p*axtment of Transportation shall be informed accordingly so that such abandoned location may be assignod to other utilities if deemed necessary by the Texas Department of Transportation, (7) Inspe2&son by Texas Deyartment of Transports on itevresentat Utility Viers sill it#m if feted or 4P trait ass that An Utility installations aatboriz€d by Utility Agreezwnt or Permit shall b* subject to such in . and testa as may be deeme asce-saary by the Tezas Department of Trapsportation to verify that work is being done in accordance with the Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to parrorm such inspection. Lto j tOp4 of Permit omi__J" Site A copy of the so-coved permit shall be sept ¢u tho site of the work at all times whom grk is in progress. (9) Full-'Gare Supervision and Inscaac�ioa The Utility Owner shall provide eompettat full—time on=that-situ superwismirs or ft inspectorz for all utility ifma£w3lotioas either authorized by parmir or covered. by utility agrtamnt with the Taxas Department of Transportation. fi (19) b22noct location of Utilities Any pipe incorrectly located during construction to conflict with any highway structure shall be removed and laid in proper location at entire expense of Utility Owner. W) t,.rateetlas, of gishway Tazii#k:�mmz3.n}t In:tal?4rire- 2L T.. m" all construction operations relative to installation of the pi"Ji.ne shall ba conducted in such mariner as to protect highway facilities from damage at all timer. a (17) Disposal of Excess Excavation and "Can UD gxcews material from trmwh aacaJ*tiC0 Shall be raaaamd fro:a h-Litmay right-of-WAY ane job site cleaned up AM Left = ratisfaclary condition: ROW Utility Section January ZS. IM L JTRI-l�CCSiI'3 A 1.1C r1'CC��..0 G4 flau1TUIM9 .ITI,+. OAT fJJ IY71 r.17/CO f (13) Raoair and gapla�cement sof S"israP and Sarift S12M Any eaiating rip-rap cut by treaehing operations sball b' r9piaced and surface of new riprop finichad to match timet of exixt� rigrap= Concrete rip-Cap snail contain not less than g woks ,of ramat per cubic y}rd of concrete. Reinforcing steel sball ,,wdaraf to that of saiatins gip. slopesof highway nuts and embankments damaged by any opwrations relating to installation of utility shall be repaired and rastored to ther exit contour existing prior to initiALtion of the utilit9 yrOset• All earth pI abead in the restoration of slopes, etc., shall be oqmpaet6d to a density equal to or greater than that of the original slope as d1yecte3 by tb€ Texas DaWtavot of Transportation rapresentative. 414? Real--mat of Usa-at a—OSS 'Whare, removal of-base and pavement has been authorizer, ali stet Dasa and pavement small be replaced°as directed by the Texas Department of Trafteportetten representative. Rl1 seting past md r*late$ flexible or cnnore#w baso, which is to remain in service either pew=tly ac teWorarily, or to be incorporated as a part oil the highway project} shall be replaced. (0) RSR&ir asci Restoration of Sodding Where sodding is disturbed by excavation or, backfilling oWati.o", saich arsm.s shell be replaced by match sodding on sill slopes at 2% or lass. All. slopes ever 2Z shall be replaced W bloek s Lag- lb [lbl 7aaga71 gti,.n of ;, �e3 : paYlmCll}o ♦w No open cats for pipe trenches shall be made across any pavement beneath amain him traffic Lanes or tuimLag lanes, acceleration farm, deceivxation lanes and oto rimilar facilities unlaces spscificaily authorised by tIe Texas DapartmW,_ of Transportation. Pipe shall be jast.allod by b=l% and tunneling.and all such tuueizag and boring s : be cased *nd pressure grouted t4 ,seal voids between casing and adJoevat earti" Qpw cuts will be permitted across pavements of existing street connections, where pipe trench is adjacent to and parallel with highway right-of-Way lino sad Where pavement has not been recently constructed, tis open cuts will be p4rmittid aesass such connections where now pavement bas just been c6flazructe•d vlthwt wtitton permission of the Texav Departseftt of 'Tran tatim. (a7) ; VC-411ty lines carrying Liquids or gases under pressure may be installed uncased in accordance with the Texas Department of Transportation Utility Accommodation poL3ey- water lines crossing beneath culverts shall be cased and casing shall ptaj*Gt "V beyond outside limits of cuivert. rids aro-and casing, Flamm by tannaling ger boring, sholi be pressure hoot". ROW Utility Section January 28, 1992 k !Mt-14- tlM3 I3%IJ t em i5 Tlletrota� iTTC. MY YJ" 'I%M }'.GL?sGb VL (18) Use Cot 8n91osives No ex�losiva ahall be used witk::. Limit: of highway right!-of-way wifhc„Q ,_, yt•_ pe=i.&R:oa of t1ba Taxa& Department of Transportation, Requests for permission to use explosives shall include the following infatuation; (a) Location of highway sphere use of explosives is proposed. b) Type amd am n,att of explosives t& ba , IIA tha use of any expUwiv jx permitted, all blasting ogeratisns aaAst ba conducted in such manner as to I&t*iy protect adjacent property and the traveling public and not interfere with highway traffic, No blasting will be permitted in the viciaity of any structures or beneath any pavements which aro to remain in use, (19) Protection of Riihwav 'rraffic. Sarricadas, w9ra= szsa , Etc. do caststruetiosl opeaati- r"acow to ingallation of utilities. will be- permitted wi_thi the limits of oxis•ting gavounts carrying traffics or sboulders adJocent thareta, unless specifinaW authorised by tha Texas Department of Transportation. fteavated materials shall be kept off pavemwnts at all times. Barricades, yarning signs, flares, flashing devices, and Flagman shall be provided by the Utility Owner or his Contractor When necessary. {20> Protection of Bxistift Utilities (a) Prior to salocting a loatica for it pzoposed installation or accepting a location suggested by the State for such installation, the Utility Company shall take all necsasary steps to determine that the location• is not already occupied by another Utility and to determine that no damage will be done to existing Utilities, (b) Priarto beginming deteal oe"trwttop aw-at;uW the Utility Company shall notify all other Utility Companies who may* have facilities in the area so thay c4a datermina if the proposed coa$tructlon urill conflict with or otherwise damage their facilities. (21) Use of Plastic Pipe. and Nonmetallic Pine (a) Plastic pips may be used for gas lines provided the istternal pressure does not axe-*M sixty POWAS per she .#uck, they are eneased €raw right-of-way lig to riot-of-shay line an crossings -^ hav:_ at 10sst thirty inches of cover: The maxianm :j" --f plastic pips- gas 11na-a sh311 not exceed six inches. (b) Where nonmetallic pipe. is installed longitudinally, a metal Mire shall be concurrently installed or other means stall be provided for detection isurposea. , ROW Utility Section J44uary 29, 1992 _it1t1-f4- 11%Y7 trrrsr is MCMITI IM. air r-iu r-rn T.clrCp �} Plastic pi;W- may be used for water lines provided the minimum depth is 30 incbes. 14wa oment shall be as provided in Rule 2I.45 of the Utility A4scgamodation Policy. (22) Above_Ground Appurtenances to TUn&rAround Utilities Above ground instaiiation, such as pedwAls, fim bYdz .t MO=sss; etc:r gn3taI,1P as a part of an i-- ----- - at#iity shall #a located at or ngaz the right-of-way lip&, Nall outside the highway Mint—nCe operatim area. (23) Markers The utility company Shall place a readily identifiable and auitable mater at each right-of-way luta for hijMmy crossings ezasgt ire mark" by a vet. R4 fftilst7 Set i" >�t�-i�-� int=ice �r a #i,-orivia. i,�. t�r rs5 r�n r.eereb BORING (A) GROLAL M$€iiiiaOsMUS pipali moa sing uods surfaced r9wU OAd roads carrying traffic within limits of hig}aay r t-of-way sb4-11 be placed by boring or tunneling, unless otberwise authorised by the Texas Department of Transportation. Borings or tunnels shall be placed at such depths flow buttcw of pa is as to provide sufficient depth of soil above hoia for sting waporimposed live and dead loads and also prevent collap e£ Ming soil betxeta hole and pavements due to my bores, tumalirig, or car. jsainst Werationx, Bosite andler tunneling aball extend past roadway crown lines and outside of any p Idars adjacent to pavemaU, Pits navavated for boring or tunneling operations shall be located so that any' possible sloughing of sides of pit will not endanger shoulders or pavtmenU and so that barricades can be placed as specltied herein. A11 oparations and equipment roIAU" to towing art' boring shall be sonfinod to aromas outside of $may ahwuldars aW away from edges 91 pavements by svitabl* barrivarles-fi barritafts shall be mintAined clear of shoulders at all tims except that in nn rase $hall tho clear distance between barricades and 1 sign of part or face of curb be less than 8 fast. (B) BORING Where material beft"th pavmaant is sm* or unstAble ado Vill bej4j�c-t to caving, hole for casing shall be bored and c*%A a3wAltansoualy and bated material r9movod through casein, Gsttieg &'are of wiper or shill shall not p"Joct bare thoo d imah" ahmn of ming end no water shall be used in eo etiou with drilling. Whore materlal beneath pavement is oteble and not. 90jacr to caving, hole for casing may be bored first and casing inssrtud in holo immediately after co"letion of boring if permitted by the Teas s Department of Transp*rtatioa. Water shall not be used in conjunction with drilling if it in anti way causes stable material to cave or become nostabie, While 1=11 is being tined, oaaU4 sba11 be jacked into place as operations progress except ss horeinafter specified. Where necessary to use sectionalized steal liner prates, each successive ring of plates shall be placed in position and camplstely baited into ply as see* As azeavation is completed far anougn ahead of coWlettd easier to re"IVO tb* CMJ'CY- rfng. >N Utility Mwt!-94 J#auAry 28, 1992 _M4-14-20% ii=i preeze R Hichai�-+ Inca gi'7 7M 4% P-23r1Es WMT AIM OW110 iior#int fa6e elf eaCW;*ti= rib-all not precut ad wWjn ng and of casing by o&Lt tbas b 1/: f"t, unless otbarwise'pemitred by Texas DepartaIrt of Trarspertation. No explosives shall be us" within limits of highway right-of-Way in conjuaictiont with tunneling oxoapt as specified under Ofte of Explosives" avvsred t-lswhera in accompanying specifiaatigus. a (D3O"tom All voids around casing shall be pressure grouted with grout consisting of Fortlmd cement and washed sand and containing not less than b seeks of Portland Cement per cubic yard of grout. Additional cement shall be added if workability *ad/or stability cannot be obtain6d with proportions indicated. An air entraining agent may also be added to thr grout miftuto to faei.lttata flew if necessary. Gromalrq ill be dove iaadiately after casing has ban installed in hole in ori ;o avoid any sheerer of #oil aAd settlement of overburden above Casing. Means shall be provided for proving that voids are filled around Z#' diameter and larger easings in the avant there is sow doubt by t1bg Tensa Department of Transportation that voids are being filled. On reinforced gets e"ieg this may colt ist of holes &-diin arvarA inside of psstimator of casing and fitted with rwmably plugs. Ch! l Ming, reammbla threaded plugs may be provided at Xatetrals arm lasida Perimeter of assing� So holes shal1 be drilled 1P pavement or shoulders for grouting operations. tE� BORE PIT LOCATION Bore pits should be located at least thirty feet frm the wins of the near"t throuzh traffic lags sad not 1"s than twenty ft*t foss the adge of pasam mt ca ramps. On iOw tra°£fia rem and frcmtagge roans. baser. piU mould not hn lass than teal feet from tarn edge of Femstat or five feet from fare of curb. RN Otiiity Sectim .3airy 28, 1991&. gbeat22of ? t�ii-i4- b #i=� �reeae iNi via, ir+�. MY Y_It5 "r��1 e.e4leb IITX LI= CQMEM '1`I00 WORK QV 3NM2QAXft AUD " 'KDAY$ f tDit MLM INSTALLIXTIONS AUTMRTZKO AX 1MIP IT i_n case or an emergency as mentioned later heroine no work S,rhich_K requires insp4etion by the Texas Department of TraftSoortation will be permitted on Saturdays or Sundays. in the event the utility 0whar believes tat turday ox Sunday Work- is noe*ssary +Ue to an 6MQr4q4nty; much am the neseSmity to avoid c4cmpliration in oblation of miner's utility plant, or to avoid *lay of the Highway contractor, such work will be permitted providing that the Utility Owner agrees to: a. obtain Texas Department of Transportation appz-oval at least 48 hours in advance so that arrangemeAto nage bs made to -nave a highway inA for pratent. y_&ilure to give suoh AdvaTwe notice will be sufficient ream to not grant app=anal rr Workin s;_ ls. Require his Contractor to have sufficient personnel and 4quipment on the job to efficiently prosecute the worx. C. 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At strflttuTef. rtroutj srmund spp*es—s p j at autala"Ok Ca;saaida 150.: katrl"Wal Is 20' } w 1 } e.racaot 40t..e44ro_ 1 0.Y' 1 ..r� •t ea lux se "04"" S .r for vewt liars. 0 Type 44 94M LOWASADAdunt, 1111M a• eA.lt be stash poto Cwoaevetiaw. N 0 Neer NU Ilea. essvvff a AP'prse, ttt�d.fsists t psspswiidfitat. t>Rg �+ �srpei►a$s sz: la'Irt t ti*a•.may be 10-Awitsa3aal linew May soswin in water .•p"eclen. vt.ccd 147 vt"4f* yr OF" creak. Kalman toCe1 dspet► at 2611 if vn.sesd or 1..1 � � � t � - lb�►�.►tr�►iF, iif• ii +moi atx !fa leaf>eiiil�J� I~+ C? 111a� e"s'•t «.a ti".!senor of y Aiaw. �1E+fe ae -IM.:►ree'tlaae Mwaitted. stns under sal►Xradt. Vr total elpRr w dap* *t Ri; t►si*"41-eae<Aaat. 1 y taferr T"Hwoyw. dts+M•, Arnie- turfs e!d egat:er wedt.sas. zx"ptteaa 6119wd i i for Mid: medians: ! 1 � - ss !t 7�ssf4s' - !+stat• 904 1tst. Crosstf►}a svvrox. to"a - t+.y dsvioes from psrpeadioulas. 1 mre +� 1 G iN ►arMd3outsr, afwaee+eap; ffgt iasielted. iieillek*slNf:ld is*a to WS&it Z:"sassi3s-paw as patrons SS19A, &amBlC 11&1 tinea Wkl rttr in. �C Most area, inelading etcehes. except Under center medians. Q►roval►-tratite read• b . w KOM regate" CM19"d;retrtef a7 v*"x seaaaeLift ya•tsar]adi*j shaaldars)= cis n" -fewer I".1 ±.r4dr inssuens such years Materiels end otker eoedttlans Wstih. s• fWar b4iftew. etr"Cures. ata. tAfsrt eassse- rR tlfuu Ay%W patwittef far weductlon 0.ire few. meq" 'mat lost*!Wt ►►664121"T" to no ► .tsadsvi ryyy.w�t.. .pavow"I cafe. Rev. 9-75 Fzata s Slumt 57 of 41 TOTAL P.2b f jfWt9-2W8 16134 fnee�sr & Nichols, irtc. IBV 735 ?431 F1.01/ift CITIV OF PORT WORTH 316-i"NORTKNUE H1 WATER MAIN FOSSIL HILL MATES TO HAANM ROAD WATER DEPARTMENT PROJECT NO. FV77-06077014W48 DEPT. OF ENGINEERING PROJECT NO. 2731 �_•'`:�• FREESE AND NICHOLS PROJECT NO. FTWM24 *o:••'';�"`• .ct ADDENDUM NO. �. January 14,2000 '� �.i t ` tea.•°�� �. $ID DAVE; nmy,January,20,2000, 1:30 pm �1t.+�"Ci�►.:. �" % � f1 dWgrLWp1VWddddW&dJWf0M t DRAWINGS: A2-1 SHEET i OF 20 A. lWerence_GENERAL NOTES Delete Note 21."PAYMENT PER L.F.FOR WATER LINE BORINGS SHALL INCLUDE BOTH THE CASING PIPE AND CARRIER PIPE..",in iu entirety. TGTA- F1.01 m SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD WATER DEPARTMENT PROJECT NO. PW77-060770140440 DEPARTMENT OF ENGINEERING PROJECT NO. 2731 BOB TERRELL KENNETH BARR CITY MANAGER MAYOR HUGO A. MALANGA, P.E. LEE C. BRADLEY DIRECTOR DIRECTOR TRANSPORTATION AND WATER DEPARTMENT PUBLIC WORKS MIKE GROOMER A. DOUGLAS RADEMAKER, P.E. ASST. CITY MANAGER DIRECTOR DEPARTMENT OF ENGINEERING DECEMBER 1999 orm III FREESE-NICHOLS 4055 INTERNATIONAL PLAZA, SUITE 200 FORT WORTH, TEXAS 76109-4895 (817) 735-7300 J:R..BAWAKER F&N No. FTW99224 '1+® Q,s TABLE OF CONTENTS 1. Part A - Notice to Bidders - Comprehensive Notice to Bidders 2. Special Instructions to Bidders 3. Minority and Women Business Enterprise Specifications 4. Part B - Proposal 5. Part C - General Conditions (City of Fort Worth) 6. Part D - Special Conditions 7. Part E - Material and Construction Specifications 8. City of Fort Worth Standard Certificate of Insurance 9. Contractor Compliance With Worker's Compensation Law 10. Part F - Bonds (City of Fort Worth): a. Performance Bond b. Payment Bond C. Maintenance Bond 11. Part G - Contract (City of Fort Worth) Appendix A - Easements (See Special Conditions) Appendix B - Storm Water Pollution Prevention Plan PART A - NOTICE TO BIDDERS Sealed proposals for the following: FOR: 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD WATER DEPARTMENT PROJECT NUMBER PW77-060770140440 DEPARTMENT OF ENGINEERING PROJECT NUMBER 2731 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., Thursday, JANUARY 20, 2000 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans and Specifications for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of fifty dollars ($50.00). This deposit is refundable if the documents are returned in good condition within ten (10) days after the bids are opened. Additional sets may be purchased on a nonrefundable basis for fifty dollars ($50.00) per set. A majority of the work consists of the following: Approximately 11,400 LF 36"Waterline and Appurtenances Included in the above will be all other items of construction as outlined in the Plans and Specifications. In accordance with City of Fort Worth Ordinance No. 13471 as amended by Ordinance No. 13781, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render a bid non-responsive. In addition, the M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM, AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) City business days after the bid opening. Failure to comply shall render a bid non-responsive. For additional information concerning this project, please contact Anthony Wilkins, P.E., Project Manager, City of Fort Worth (817) 871-8047, J.R. Baddaker, P.E. or Mike Brownlee E.I.T., Freese and Nichols, Inc. at (817) 735-7300. Advertising Dates: December 23, 1999 December 30, 1999 FTW99224 A-1 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD WATER DEPARTMENT PROJECT NUMBER PW77-060770140440 DEPARTMENT OF ENGINEERING PROJECT NUMBER 2731 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be _ received at the Purchasing Office until 1:30 p.m., Thursday, JANUARY 20, 2000 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans and Specifications for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of fifty dollars ($50.00). This deposit is refundable if the documents are returned in good condition within ten (10) days after the bids are opened. Additional sets may be purchased on a nonrefundable basis for fifty dollars ($50.00) per set. A majority of the work consists of the following: Approximately 11,400 LF 36" Waterline and Appurtenances _ Included in the above will be all other items of construction as outlined in the Plans and Specifications. - The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Award of Contract: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will 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. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the City of Fort Worth Department of Engineering Inc. at (817) 871-7910. In accordance with City of Fort Worth Ordinance No. 13471 as amended by Ordinace No. 13781, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the ordinance can be obtained from the Office of the City Secretary. In order for a bid to be FTW99224 A-2 considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render a bid non-responsive. In addition, the M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM, AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) City business days after the bid opening. Failure to comply shall render a bid non-responsive. Bidders are advised that the City of Fort Worth has not acquired all necessary easements and right-of-way for the construction of the project as shown in the Plans. Bidders are hereby notified that the City anticipates obtaining the necessary easements and right-of-way by the start of construction. In the event the necessary easements and/or right-of-way are not obtained, the City reserves the right to cancel the award of the contract at any time before the Contractor begins any construction work authorized by the City. For additional information concerning this project, please contact Anthony Wilkins, P.E., Project Manager, City of Fort Worth (817) 871-8047, J.R. Baddaker, P.E. or Mike Brownlee E.I.T., Freese and Nichols, Inc. at (817) 735-7300. BOB TERRELL GLORIA PEARSON CITY MANAGER CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E. Director Advertising a Dates: B D : l `' y Rick Trice, P.E. December 23, 1999 Manager, Consultant Services " December 30, 1999 L L I FTW99224 A-3 SPECIAL INSTRUCTIONS TO BIDDERS 1. PREQUALIFICATION REQUIREMENTS: A current financial statement, an acceptable experience record and an acceptable equipment schedule must be filed with the director of the Water Department at least one week prior to the hour for opening bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Proposals submitted by the prospective bidder who has not fulfilled the above requirements shall remain unopened. Prospective bidders whose qualifications are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received will be notified before the date of bid opening, and any proposals submitted by them shall be returned unopened. Liquid assets in the amount of ten (10%) percent of the estimated project cost will be required. For an experience record to be considered acceptable for a given project, it must reflect the experience of the firm seeking the qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on which bids are to be received. The Director of the Water Department shall be the sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, 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 FTW99224 SI-1 and surplus. 3. BONDS: A performance bond, a payment bond, and a maintenance bond, each for one hundred (100%) percent of the contract price, will be required. Refer to Part C - General Conditions, Item C3-3.7, as well as Part D - Special Conditions. 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 BIDDER: Pursuant to Article 6018, Tex. Rev. Civ. Stat., the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower that the lowest bid submitted by a responsible Texas 1 resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "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. "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 this contract involves federal funds. The appropriate blanks in the Proposal must be filled out by all nonresident i 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 less than $25,000.00, the contract amount shall be paid in one lump sum upon completion and acceptance by the City of Fort Worth Water Department. 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 FTW99224 SI-2 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 basis of a bona fide occupational qualification, retirement plan or statutory requirements. 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 requirement. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors 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 BUSINESS ENTERPRISES: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included with these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render a bid non-responsive. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM AND/OR THE GOOD FAITH EFFORT FORM (Documentation), as appropriate. The documentation must be received no later than 5:00 p.m., five (5) City FTW99224 SI-3 business days after bid opening. 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 a 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 Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records, or files in its possession that will substantiate the actual work - performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under the _ appropriate federal, state or local laws or ordinances relating to the false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. 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 .g 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 its 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 M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TXDOT), Highway Division and must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith 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. FT V99224 SI-4 Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds ten (10%) percent of the original contract_.the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contractor shall: Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, 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, 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: Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. Failure of Subcontractor to provide required general liability of other insurance. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposed used by the Contractor in preparing his M/WBE Participation plan. 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 participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. FTW99224 SI-5 City of Fort VXpF hp r - Minority and Women Busin ffAWp4SrawSpecifications SPECIAL INSTRUftOWPQkbib6Rs APPLICATION OF POLICY jf�e::Total_tfallar:.•.:vaiu�o(rttie_�cnnfractfs:S25±Do0�nr:inor+e���:fhe�fwJ�fVl3�`"oars�re�" ([cable`:>if�e>totai=ttbltar POLICY STATEMENT It Is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises(M/WBE)to the procurement of all goods and services to the City on a contractual basis. The objective of the Policy Is to increase the use of MIVYBE firms to a level comparable to the availability of qualified MNVBEs which provide goods and services directly or indirectly to the City. 3MD MME PROJECT GOALS Ag The City's MBE/WBE minimum goal on this project Is, %of the total dollar value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$26,000 or more,bidders are required to comply with the Intent of the City's MIWBE Ordinance by either of the following: 1. Meet or exceed the above stated minimum M/WBE goals,or, 2. Good Faith Effort documentation,or, 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated,in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Affidavit Statement received with the bid documents on bid opening date. 2. M/ BE Utilization Form received by 5:00 pm,five(5)City business days after bid opening. r 3. M/WBE Goals Waiver Form received by 5:00 pm,five(5)City business days after bid opening. 4. Good Faith Effort Form received by 5:00 pm,five(5)City business days after bid opening. FAIGUREO::CiMP..:L?Y�itfilT# "CI:IE: CI'SMN{iBERDINANC `>: lfflla:IZES..tfLL°,Ii1HE ..:iD:B...........::::.:...:.:>......: _Ei......... :.:. ::•:i::::::::::.�::::..:?:::?-::::::::v.:.;..�::v::::::::.........:.:.:....:.......,v:'vy::i:-i::::::::::;.•:vi:•�-:ii:•i-::-:::v:v:�!v:.�:......:::ry;:::.i:•:.::.�::::::::::::::::?::iv,::.t:•:.:�::::: •: iif:-iviiiiiviii:-.. vii::-?:v:•ii�i::;i:•i:::is::iiii::::::i:::C::i: .: ... ':•..:i;.-:nom::..:.:..::::::::::::::•:n-;:::}::. -iiii::::-:Li:}...i:::'::i;:::-ii::::-:-ii:i:ti::•:i iiv'".:t:::::} Any questions,please contact the M/WBE Office at(817)871-6104. Rev.316196 DEPT OF ".NEINEERIN4/CFWTTACHMENT 1A CITY OF FORT IgI-f6 PM 2 12 Page 1 of 2 MBE and WBE UTILIZATION FORM AA 4~1 Prime Company Name BI C Project Name NrU EsM S 70 NAR RoAD Project Number The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work fisted In this schedule,conditioned upon execution of a contract with the City of Fort Worth. The willful misrepresentation of facts Is grounds for consideration of disqualification and will result In the bid being considered non-responsive to specifications. uw' oyco5v?. •}q cNS�F /.j��.y i '-. •:-n.-:w..Wl�1.a.......+.P.w.a...nZ`w.. .w��"rte :N.ti 3r?... ..sma-' - ...oaa.:...J TE vC kxA,16 of R&*.) a ,r/8E krRCA mATEQ% LS &e Fo ?xpE r l&J ArAen4*6 Z,/,O �9,19g tO � �AWD 4amL-n , PrP£ . ?i7 �85zrE ` 5 M 2 s 4E hrReA su?ac.Y PdO Nr C 'Sr /5 /80?•co Ertt3EtaMf,•J`� M/}TEQ,ZAL 'm .. LARgY rtbwges 'soasrrE o V3- T m E.S u K =A SzRE T MBE derRCA HAO r-e C la Sv'otL iy�7E�f�t[ ' co /L�7010•— C CaJmeaCT - MBE ,Jer�oe►� Bc�nreFGY rs M1SC• /3D,6W Z& '7z.009Co�vciP.Enn 004'• T $Irl (•)Acceptable certifying agencies,please specify: (NCTRCA)North Central Texas Regional Certification Agency (TXDOT)Texas Department of Transportation (••j Only first and second tier acceptable. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 pm,FIVE(5)CITY BUSINESS DAYS AFTER BID OPENING Rev.316196 ATTACHMENT 1A Page 2 of 2 MBE and WBE UTILIZATION FORM ra D. M M Ra dgkna tgg RMW- ON The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors,Including MBE(s)and/or WBE(s)on this contract,the payment therefore'and any proposed changes to the original MBE(s)andfor WBE(s)arrangements submitted with this bid. The bidder also agrees to allow an audit andfor examination of any books,records and files held by their company that will substantiate the actual work performed by the MBE(s)andfor WBE(s)on this contract, by an authorized officer or employee of the City. Any willful misrepresentation will be grounds for terminating the contract or debarment from City work for a period of not less than three(3)years and for initiating action under Federal,State or Local laws concerning false statements. ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD 'Ti. Zdaix �djl- Authorized Signature Company Name Title Date Rev.316196 r City of Fort Worth _ Minority and Women Business Enterprises Specifications S6",4404 ri a�wa E�eem.eanv aim Project Name rwSsi[L flirt A00aNAProject No. Ad•6• .273/ .....•.................................... ... }'.a::-x-: w:-T:;:mock::;acuo;•»hwsxixaw.w;:'sr.;.x•:oTTx:{.;a{•TTTT»{ :-:w:}wvn;{{.r,:xw:• 'r �y;•:�•;;:}}T::;w._:.v-T.; ,•�..ay.,�.o:.r.,':;:.::::ioc{•T•"•• ..h::vv:..U:-.v:-v:r., •::\•:vv?:vv:^.v.::-:::nv C::!-::.::::.v: ..rh.,. ..fy.-v,•: �=+:.^^'• :......1..,...u....y:.''v',:............ ... vvi•}'::•n5....,......I...tiJ;•{{{^ ::_T:-:rd:?:RT".}T':vi�:4T ::•.:.A.•x..v.y.:v:•y•}'4yf.{:W.:::v'::w.T�::� T}'J v .,.... '---,,• .......... .... _ ...;•n.::x..._...2E'.....,.._..r.)..{, ,...:J.?:--:•.-:r:::;T{::xnn.{•s2,..r..?.,..\ x,T•r-r�iv;:':::.'•Sg.;;i;:r, znnrh:nt•.FF.,n9.�`;�.;€:�-.•.ii..r� -';'•..;`: :{;,w, '.i.^-.mss :;•:� i�:.}w. ��-. �v:?:•.��":iii � .��� tt � .. � �:i .,::F>;T.:•`: v:Y.-::nv:..v:.....:i{v::i:v R...O:.x:.. •{-v vLOhr.{{4-T•v,w�irr•••:-:::i4::i VY:'iT:v.-Tiv:n..•:n• •:r{.•...rr.... .w.-:::::::x:::nvvv�• v:x.v:::::.... ,v-v."r..r.... ....:.: ....................: _.,..,..:nv :..:x:T.: ,.::r:r.:,+:.r.{.T:{c:%<a;.,T.y......;.r,:..,.:...,.r• ..1{{..ham-{-::: J'�}rr.trs-rhx!}< vtiN'�}{{{.T::{•;:iN:-.}:4iT:-i{AfT}t'J.ryisS {x�.3fr{j;: The undersigned bidder hereby certifies that they will comply with the City's 'M/WBE Ordinance and the specifications of this bid in the following manner: [check the most appropriate number(,)] 1. _ THE M/WBE PARTICIPATION WILL MEET OR EXCEED THE STATED GOAL,WILL COMPLETE THE MNVBE UTILIZATION FORM. 2 THE MIWBE PARTICIPATION WILL BE LESS THAN THE STATED GOAL,WILL COMPLETE "GOOD FAITH EFFORT FORM". 3. NO MNYBE PARTICIPATION,WILL COMPLETE"GOOD FAITH EFFORT". 4. NO SUBCONTRACT OR SUPPLIER OPPORTUNITIES AVAILABLE, WILL COMPLETE WAIVER FORM. J iN/T/yhcls� Auth&d4d Signal re Printed Signature I/.p ,SAME Title Contact Name and Title(if different) ) (v Y 0- Company Name Contact Telephone Number(s) .PO• Box 20238'4- (817 g.y0 .4©3® Address Fax Number 4 LL1M(pTotJ ,I&XA s 76060 1/17Lmao j'' CitylStatelrp Code Date PW Rev 316196 PART B - PROPOSAL (This Proposal must not be removed from this book of Contract Documents) TO: Mr. Bob Terrell City Manager City of Fort Worth, Texas FOR: 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD WATER DEPARTMENT PROJECT NUMBER PW77-060770140440 DEPARTMENT OF ENGINEERING PROJECT NUMBER 2731 PW Includes the furnishing of all materials (except as specified to be furnished by the City), equipment and labor for the installation of all improvements and appurtenant work shown in the plans and specification, all necessary appurtenances and incidental work to provide a complete and serviceable project. * Pursuant to the foregoing "Notice to Bidders", the undersigned bidder, having thoroughly examined the contract documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the inspection and approval of the Director of the City Water Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, and Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items): 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 1. 11,400 LF 36-Inch Diameter Pipe L��✓ Dollars and&A/-� fiF71 Lrii/ 98 5o Lf�ii/ X22,100. ao Cents per LF $ -0.;- $ , r FTW99224 B-1 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 2. 792 LF 54-Inch Diameter Casing funnel Liner Plate _�.¢EE #&No1,rEd A11NSTy Dollars and 1116 - Cents per LF $39D $ 20 8�0 •� 3. 7 EA 36-Inch Butterfly Valve and Vault F obcfv TOUSA ND Dollars and Cents per LF $ 'i�01�• $ 290 0D0• " 4. 5 EA 2-Inch Combination Air and Vacuum Valve and V ult .0 7'y l�v�ydr Dollars and Cents per LF 5. 5 EA 8-Inch Diameter Blow-off Valve and Vault Fly& 75-/,mgq4j Dollars and we o� Cents per LF $,SOq�.— $ ,25��• r- 6. 2 EA Fire Hydrant Assembly / 1-llk7`v.7510 ANdrEa Dollars and a � PE Cents per LF $32dQ $ 6yee 7. 7 EA Water Sample Station rwdyk. i'hodvEd PM Dollars and No PW Cents per LF $ /2DQ.a° $ ?Z100•QD FTW99224 B-2 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 8. 1 LS Repair and Replace Driveways ' Crossed by Open Cut FiFr,65,e Dollars and yo Cents per LF $ $ 9. 445 LF Concrete Encasement For 36- Inch Waterline F/F7y-1V1N£ Dollars and Cents per LF�a $ 9 $ 26, 10. 15 CY Additional Lean Concrete Backfill Not Shown on Plans ONS" to Dollars and sUo oa Cents per LF $�QQ• $ /�D�• 11. 10,608 LF Trench Safety System Ne rDollars and DHS p� 08 Cents per LF $ r12. 17,680 SY Post Construction Hydro-Mulch Seeding DA/E. Dollars and Cents per SY A/D $ / $ /7��a• 00 13. 1 LS Erosion and Sediment C ntrol During Construction LY0 tv� Dollars andtvul ®�6 �� . $' °0 Cents per LS $ — $ r PM FTW99224 B-3 FM 36 - INCH NORTHSIDE III WATER MAIN FOSSIL HILL ESTATES TO HARMON ROAD PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 14. 100 CY Crushed Limestone for Construction Access and Additional Trench Backfill Tw.fwry Dollars and Cents per CY $ .2Q,°O $ 828 /2/. TOTAL FOR 36 - INCH NORTHSIDE III WATER MAIN 36 waterline pipe shall be in accordance with City of Fort Worth Water Department specification E1-4 or E1-6. Bidder/Contractor shall check the pipe material to be used for 36" diameter waterline pi e. [ ] E1-4 Concrete Pressure Pipe and Fittings [ ] E1-6 Ductile Iron Pipe PART B - 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 five (5%) percent is to become the property of the City of Fort Worth, Texas, in the event the contract or bonds are not executed and �. delivered within the time above set forth, as liquidated damages for delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and these specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any 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. FTW99224 B-4 The Bidder agrees to begin work on the Contract and to complete all work on the Contract within the time set forth in Part D - Special Conditions, "Completion Time". (Complete A or B below, as applicable:) [VI A. The principal place of business of our company is in the State of /VI;W [ ] 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. [OV Nonresident bidders in the State of MINI- , 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 r majority owner is in the State of Texas. r PW FTW99224 B-5 r rReceipt is acknowledged of the following addenda: Addendum No. 1 1-14-2606 Addendum No. 2 I-•/q-2000 Addendum No. 3 Respectfully submitted, / S.T. /o 4;S C.o NS T IVC. (SEAL) By: f' If Bidder is Corporation Title: l - A ES/d"Z' Address: ZD2380f A,eti�y Toy/ EXA ���� FTW99224 B-6 eA CX C; - GZNLIKAL 1-;Ur4!J1T1ON5 -. TABLE OF C 5KTMIgTS• NOV='MBER, 11 1987 TABLE OF CONTENTS Cl-1 DEFINITIONS C1-1.1 Definition of Terms C1-1 (1) C1-1. 2- Contract Documents C1-1 (1) C1-1.3 Notice to Bidders C1-1 (2) C1-1. 4 2roocsal C1-1 (2) C1-1.5 Bidder C1-1 (2) C1-1. 6 General Conditions C1-1 (2) C1-1.7 Spacial Conditions C1-l. (2) C1-1. 8 Specifications C1-1 (2) C1-1. 9 Bond C1-1 (2) p C1-1.10 Contract Cl-1 (3 ) C1-1.11 Plans Cl-1 (3) C1-1.12 City Cl-1 (3 ) C1-1.13 City Council C1-1 (3 ) C1-1.14 Mayor C1-1 (3 ) C1-1.15 City Manager C1-1 (3 ) C1-1.16 City Attorney C1-1 ( 3) C1-1.17 Director of Public Works Cl-1 (4 ) C1-1.18 Director, City Water Department C1-1 (4 ) C1-1.19 Engineer Cl-1 (4) r C1-1. 20 Contractor C1-1 (4 ) . i. C1-1.21 Sureties Cl-1 (4) 1+a C1-1. 22 The Work or Project C1-1 (4) C1-1.23 Working Day C1-1 (4 ) C1-1.24 Calendar Day C1-1 (4 ) C1-1. 25 Legal Holiday C1-1 ( 4) C1-1.26 Abbreviations C1-1 (5) C1-1. 27 Change Order C1-1 (6 ) C1-1. 28 Paved Streets and Alleys C1-1 (6 ) C1-1. 29 ' Unpaved Streets and Alleys - C1-1 ( 6 ) C1-1.30 City Streets C1-1 ( 6 ) C1-1.31 Roadway C1-1 ( 6) C1-1. 32 Gravel Street C1-1 ( 6 ) C2-2 INTE?.mRETATION AND PREPARATION OF PROPOSAL, ' C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site C2-2' (2) C2-2. 4 Submitting of Proposal C2-2 (3 ) C2-2.5 Rejection of Proposals C2-2 (3 ) C2-2. 6 Bid Security C2-2. (3 ) Q ' (1) C2-2. 8• Wi4hdrawing Proposals C2-2 (4 ) C2-2. 9 Telegraphic Modification of ?roposals C2-2 (4 ) C2-2 .10 Public Opening of Proposal' C2-2 (4 ) C2-2 .11 Irregular Proposals C2-2 ( 4 ) C2-2.12 Disqualification of Bidders C2-2 (5 ) C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3 (1) �r C3-3 . 2 Minority Business Enterpise Woman-Owned Business Enterprise compliance C3-3 (1) C3-3 .3 Equal Employment Provisions C3-3 (1) C3-3 .4 Withdrawal of Proposals C3-3 ( 2) C3-3 .5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (21 C3-3 .7 Bonds ! C3-3 ( 2) C3-3 . 8 Execution of Contract C3-3 ( 4 ) C3-3 . 9 Failure to Execute Contract C3-3 ( 4) C3-3 .10 Beginning Work C3-3 (I's ) C3-3 .11 Insurance C3-3 ( 4 ) C3-3 .12 Contractor's Obligations C3-3 (7 ) C3-3 .13 Weekly Payroll C3-3 (7) C3-3 .14 Contractor' s Contract Administration C3-3 (7 ) C3-3 .15 Venue C3-3 ( 8 ) C4-4 SCOPE Or WORK ti;• 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 k1teration of Contract Documents C4-4 (2) C4-4.5 Extra Work C4-4 (2) - C4-4. 6 Schedule of Operations C4-4 (3 ) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4 ) CS-5 CONTROL OF WORK AND MATERIALS C5-5 .1 Authority of Engineer CS-5 (1) C5-5. 2 Conformity with Plans C3-5 (1) C5-5. 3 Coordination of Contract Documents C5-5 ( 2) CS.-5.4 Cooperation of Contractor C5-5 (2) CS-5.5 Emergency and/or Rectification Work C5-5 ( 3 ) CS-5. 6 Field Office C5-5 (3 ) C5-5.7 Construction Stakes C5-5 (3 ) C5-5 . 8 Authority and Duties of Inspectors . C5-5 ( 4 ) C5-5.9 Inspection C5_5 ( 5 ) C5-5 .1.0 Removal of Defective and Unauthorized Work CS-5 (5 ) C5-5.11 Substitute Materials or Equipment CS-5 (5 ) CS-5.12 Samples and Tests of Materials C5-5 ( 6 ) F C5-5 .13 Storage of Materials C5-5 ( 6 ) C5-5 . 14 Existing Structures and Utilities C5-5 (7) C5-5 . 15 Interruption of -Service CS-5 (7 ) r Y CS-5 . 16 ,Mutual Responsibility of Contractors C5-5 ( 8 ) ' C5-5 . 17 Cleanup C5-5 ( 8 ) C5-5. 19 Final Inspection CS-5 ( 9 ) (2) - C6-6 L?.G L RELATIONS AND PUBLIC RrSPONSIBILITY.• r., C6=6.1 Laws to be Observed C6-6 (1) C6-6 . 2 Permits and Licenses C6-6 (1) C6-6 .3 Patented Devices, Materials and Processes C6-6 (1) C6-6 . 4 Sanitary Provisions • C6-6 (2) C6-6 . 5 ?ublic Safety and Convenience C6-6 (2) C6-6 . 6 ?rivileyes of Contractor in Streets, Allays, and Right-of-Way C6-6 (3 ) C6-6.7 Railway 'Crossings C6-6 (4) C6-6. 8 Barricades, warnings and Watchmen C6-6 (4) C6-6. 9 Use of explosives, Drop Weight, etc. C6-6 (5) C6-6.10 Wort Within Easements C6-6 (6 ) CS-6.11 Ind:Dend=nt Contractor C6-6 (8) C6-6.12 Contractor ' s Responsibility for Damage Claims C6-6 (8) C6-6 .13 Contractor ' s Claim for Damages C6-6• (10) Co'-6.14 Adjust.maht. of Relocation of Public Utilities, etc. C6-6 (10) Co'-6.15 Temporary Sewer Drain Connections C6-6 (10) C6-6 .16 Arrangement and Charges of Water Furnished by City C6-6 (11) C6-6.17 Use of a Section of ?ortion of the Work C0'-6 (11) C6-6 .18 Contractor' 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 C6-6 (12) C6-6. 21 Stat_ Sales Tax C5-6 (12) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of the Work C7-7 (1) C7-7. 4 Limitations of Operations C7-7 (2) C7-7.5 C;aracter of Workman and Equipment C7-7 (2) C7-7. 6 Work Schedule C7-7 (3 ) C7-7.7 Time of Commencement and Completion C7-7 (4) 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 C7-7 (6 ) C7-7.12 Temporary Suspension C7-7 (6) C7-7.13 Termination of Contract due to National Emergency C7-7 (7) C7-7.14 Suspension of Abandonment of the Work and Annulment of Contract C7-7 (7) C7-7.15 Fulfillment of Contract C7-7 ( 9 ) C7-7.16 Termination for Convenience of the Onwer C7-7 (10) C7-7.17 Sa_ety Methods and Practices C7-7 (13 ) C8-8 MEASUREMENT AND PAYMENT C8-8 .1 Measurement of Quantities C8-8 (1) C8-8 .2 Unit Prices • C8-8 (1) 6 r� (3 ) �P c.a—a .s Lump aum . C8-8 . 4 Scope of Payment C3-8 (1) _ CB-8.5 Partial Estimates and Retainage C8-8 (2) C8-8 . 6 Withholding Payment C8-8 (3 ) C8-8.7 Final Acceptance _ C8-8 (3 ) C8-8. 8 Final Payment C3-8 (3 ) C8-8 .9 Adquacy of Design C3-8 ( 4) C3-8 .10 General Guaranty CB-8 (4) C8-8 .11 Subsidiary Work C3-8 (5 ) C8-8 .12 Miscellaneous Placement of Material C3-8 (5 ) C8-8 .13 Record Documents C3-8 (5 ) (4) F a PART C - GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION C1-1 DEFINITIONS yC1-1 . 1 DEFINITIONS OF TERMS : Whenever in these Contract Documents the following terms or. pronouns in place of them are P used , the intent and meaning shall be understood and interpreted as follows: C1-1. 2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents , such as specif ications , bonds , addenda , plans , etc . , which govern the terms and performance of the contract . These are contained in the rGeneral Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS : The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample.) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown 12" PART D - SPECIAL CONDITIONS Green f_>> PART E - SPECIFICATIONS El-White E2-Golden Rod E2A-White PEotMITS/EASEMENTS Blue PART F - BONDS (Sample) Whit: PART G - CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A - NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PARRT F - BONDS PART G - CONTRACT PART H - PLANS (Usually bound separately) Cl-1 (1) r C1-1 . 3 NOTICE TO BIDDERS : All of the legal publications either actually published. in public advertising mediums or furnished direct to interested parties pertaining to the work contem_ol34ted under the Contract Documents constitutes the notice to bidders. C1-1. 4 PROPOSAL: The completed written and signed offer or tender of' a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. t C1-1 . 5 BIDDER : Any person, persons , firm, partnership , company, association, corporation; acting $irectly or through a duly au_horized representative, submitting a proposal for performing the work contemplated under the Contract Documents,, constitutes a bidder. C1-1 . 6 GENERAL CONDITIONS : The General Conditions are the usual construction and contract require:rents which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes , and -requirements of the City of Fort north' s charter and promulgated ordinances . " Whe; ever there may be a conflict between the General Conditions and Special Conditions , the latter shall take precedence and shall govern. C1-1 . 7 SPECIAL CONDITIONS : Special conditions are the specific requirements which are necessary for the particular �. project covered by the Contract Documents and not specifically covered in the General Conditions . When considered with the General Conditions and other elements of the Contract _ Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1 . 8 SPECIFICATIONS : The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements ,, statutes ,, etc. , such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1 . 9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and i Cl-1 (2) 4 faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3 .7 ) b. ?ayment Bond (see paragraph C3-3.7) C . Maintenance Bond (see paragraph C3-3 .7 ) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2. 6) C1-1 . 10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project s to be comolated under the Contract Documents . C1-1 . 11 PLANS : The -plans are the drawings or reprodu= ions therefrom made by the Owner 's representative showing in detail the location, dimension and position of the various elements of the project , including such profiles , typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner . The plans are usually bound separately from other parts of the Contract Documents , but they are a cart of the Contract Documents just as though they were bound therein. ■ C1-1 . 12 CITY: The City of Fort north, Texas , a municipal ' corporation, authorized and chartered under the Texas State f Statutes , acting by and through its governing body or its City Manger, each of which is required by charter to perform ' specific duties . Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter 4 vested in the City Manager. The terms City and Owner are synonymous. C1 -1 . 13 CITY COUNCIL : The duly elected and qualified s governing body of the City of Fort Worth, Texas. C1-1 . 14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1 . 15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas , or his duly authorized representative. C1-1. 16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas , or his duly authorized reoresentative. C1-1 (3 ) Cl-1 . 17 DIRECTOR OF PUBLIC. WORKS: The duly appointed official •`� or the City of Fort Worth, referred to in the Charter as the City Engineer, or his* duly authorized representative. C1-1 . 18 DIRECTOR , CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth , Texas , or his duly authorized representative , assistant, or agents. C1-1. 19 ENGINEER: The Director of Pudic Works, the Director or the Fort Worth City Water Department , or their duly authorized assistants , agents , engineers , inspectors , or superintendents', acting within the scop; of the particular duties entrusted to them. C1-1 . 20 CONTRACTOR: The person , persons , partnership , Mk company, firm, association, or corporation, entering into- a contract with the Owner for the execution of the work, acting directly or through a duly ,authorized representative . A - sub-contractor is a person, firm, corporation, or others under contract with the principal contractor , supplying labor and materials or only labor, for work at the site of the project. C1-1. 21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor . The sureties engaged are to be fully responsible for tha entire f `'�`•;• and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1. 22 THE WORK OR PROJECT: The completed work contemplated n and covered by the Contract Documents , including but not limited to the furnishing of all labor , materials , tools , equipment, and incidentals necessary to produce a completed and serviceable project. C1-1. 23 WORKING DAY: A working day is defined as a calendar ay, not including Saturdays, Sundays, and legal holidays , in which the weather or other conditions not under the control of the Contractor .permit the perforimance of the principal unit of work for a period of not lass than seven (7 ) hours between 7: 00 a.m. and 6 : 00 p.m, , with exceptions as permitted in paragraph C7-7.6. C1-1. 24 CALENDAR DAYS : '. A calendar day is any day of the week or month, no days being excepted. CI-1. 25 LEGAL SOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort. Worth for observance by City employees as follows: Cl-1 (4) 1. New Year' s Day January 1 2. M. L. Ring,' Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Fourth Friday in November 8. Christmas Day December 25 9. Such other days in lieu of holidays as the City Council ray determine -! When one of the named holidays or a special hoiiday is declared by the City Council , falls 'on Saturday, the holiday _ shall .be observed on the preceding .Friday or ,if it falls on Sunday, it- shall be observed on the following Monday, by those E employees working on working day, operations . Employees working calendar day operations will consider the calendar holiday as the holiday. .. C1-1. 26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: A_ASHTO - American Association of MGD Million Gallons Per State 3ighway Transportation Day ". OL+icials t '• ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second LAW - In Accordance With -ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works - Percentum• Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O. D . - Outside i Diameter Asph. - Asphalt Elev.- Elevation Ave.. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yard Max. - Maximum L.F. - Linear Foot D.I. Ductile Iron C1-1 (5) '. ; C1-1 . 27 CRANGE ORDER : A " Change Order " is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically includ=e in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject - matter of a Change. Order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. _ All "Change Orders " shall be prepared by the City from information as necessary furnished by the Contractor. C1-1 . 28 PAVED STREETS AND ALLEYS: A paved street or alley shall be def zed as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without seDarate base material. 2. Any type of asphalt surface treatment , not including an oiled surface , with or without sebarate base material. 3 . Brick, with or without sezara:e base material. 4. Concrete, with or without se:=rate bas= material. 5 . Any combination of the above. E C1-1. 29 UNPATED STREETS OR ALLEYS: An unpaved street, all=y, roadway or otter surface is any area exceot those defined .. above for "Paved Streets and Alleys. " CI-1. 30 CITY STRT-ETS : A city street is defined as that area between the right-of-way lines as the str_et ,is dedicated. C1-1 . 31 ROADWAY: The roadway is defined as the area between parallel lines two ( 2 ' ) feet back of the curb lines or four W ) feet back of the average edge of pavement where no curb exists. C1-1. 32 GRAVEL STREET: A gravel street is any unpaved street to which as been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AUD -e PREPARATION OF PROPOSAL SECTION C2-2 TNT :SPR+TATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder ' s general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a`• formal contract. Te Owner will' furnish forms for the Bidder ' s "Experience Record, " "Equipment Schedule , " and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status . This •,ti`, statement must be current and not more than one ( 1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10%) percent of the estimated project cost will be required. For an . experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking- qualification in work of both the same nature and magnitude as that of the project for which bids ate to be received, and such experience must have been on projects completed 'not more than five (5 ) years prior to the date on which are to be received . The Director of the water department shall be -sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished-as may be listed in the proposal *`' C2-2(l) 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 b: Trade to the Contractor for only the actual quantities of work Derformed 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 o.L the Contract Documents. C2-2 . 3 EXAMINATION Or CONTRACT DOCUMENTS AND SITE Or PROJECT: Bidders are advised that the Contract Documents on file •wit h the Owner -shall constitute *all 'of the information whicii• the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents jus= as though such addenda were actually written into the original Contract Documents . Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents , to visit the site of the project and examine carefully all local conditions , to inform themselves by their own independent research and investigations, tests, boring, and by such othe_ means as may be necessary- to gain a complete knowledge of the conditions which will b: encountered during the construction of the project . They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained. in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates , investigation, research, tests , explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations , examinations and tests r herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) 3 Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2 . 4 SUBMITTING OF PROPOSAL: The Bidder shall submit his ,Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices , written in ink in both words and numerals , for which he proposes to do the work contemplated or' furnishe the materials required. All such .prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual., his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association , or partnership, the name and address of each member must be given , and the proposal must be signed by a member of the firm, association , or partnership , or by a person duly authorized. If a proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate se_l must be affixed. Power or Attorney authorizing agents or others to sign :u. . proposal must be properly certified and must be in writing and ' submitted with the proposal. C2-2 . 5 REJECTION OF PROPOSALS : Proposals may be rejected if they show any alteration of words or figures , additions not called for , conditional or uncalled for alternate bids , incomplete bids, erasures , or irregularities of any kind, or contain unbalance value of any items . Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2 . 6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and in the amount indicated in the "Notice to. Bidders " and the "Proposal. " The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is wade thereof . The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2(3 ) r•. ' C2-2 .7 DF.LIV'DV 0- 3ROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of busirness as set forth in the "Notice to Bidders . " It is the Bidder' s sole responsibility to'deliver the proposal at the, proper time to the proper place. The mere -` fact that a proposal was dispatched will not be considered. The Bidder -must have the proposal actually delivered. Bach proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL, " and the name or description of the project as designated in the "Notice to Bidders. The envelope shall be addressed to the City Manager, City Hall, Fort worth, Texas . C2-2 . 8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals . A request for non-consideration of a proposal must be made in writing , addressed to the City Manager , and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned .� unopened. C2-2. 9 TELEGR.XPHIC MODIrFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time orior to the time set for opening proposals , provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, - that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. if such confirmation is not received within forty-eight (48 ) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2. 10 PUBLIC OPENING Or PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manacer or his authorized representative at the time and place indicated in the "Notice to Bidders. " All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2 . 11 IRREGULAR PROPOSALS: Proposals shall be considered as being- "Irregular" if they show any omissions , alterations of form, additions, or. conditions not called for , unauthorized alternate bids, or irregularities of any kind. However , the C2-2(4) Owner reserves the right to waive an and all irregularities _ g Y g and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2 . 12 DISQUALIFICATION OF BIDDERS : Bidders may be disqualified and their proposals not considered for any of , - but not limited to, the following reason: a. Reasons for believing that collusion exists among bidders. ' b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. C. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule , and such inquiries as the Owner may see fit to make. g. Uncompleted work which , in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder. not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially k the projects of a nature similar to the one under consideration , which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set- aside and not opened. ' a C2-2(5) 1 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PM PART C - GMNERn,L CONDITIONS C3-3 AWARD AND -CUTION Or DOCUMENTS SECTION C3-3 AWARD AND EXECUTION Or DOCUM_ZNTS: C3-3 . 1 CONSIDERATION OF PROPOSALS: After proposals have been .. opened and read aloud, the proposals will be tabulated on the basis of the quoted prices , the quantities shown in the proposal , and the application of such formulas or other methods of bringing items to a common basis as may be - established in the -Contract-.Documents. The total obtained by taking the sum of the products of 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 :Wanner as maybe considered for the best interest of the Owner. C3 -3 . 2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRIS3 COMPLIANCE: Contractor agrees to provide to Owner , upon request , complete and accurate information regarding actual work performed by a Minority Business Enterprise (Y-.3E) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees , upon request by Owner , to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work oerformed by the MBE or WB E. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal , state or local laws and ordinances relating to false statements ; further , any such misrepresentation may be grounds for disqualification of Contractor at Owner ' s discretion for bidding on future Contracts with the Owner for a period of time of not less than six ( 6 ) months. C3-3 . 3 3QUAL EMPLOYMENT PROVISIONS : The Contractor shall ' comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) F ' The Contractor shall post the required notice to that affect on the project site , and, at his request, will be provided assistance by the City of Fort north ' s Equal 'Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. - C3-3 . 4 WITHDRAWAL OF PROPOSALS : After a proposal has been read y the Owner it cannot be withdrawn by the Bidder within forty-five ( 45 ) days alter the date on which the proposals were opened. C3-3 . 5 AWARD OF CONTRACT : The Owner reserves the right to withholdfinal action on the proposals for a reasonable ti:"e , not to exceed forty-five ( 45 ) days alter the date of opening proposals, and in no event will an award be made until after investigations have been mad_ as to the responsibility of the proposed a::ardee. The award of the contract, if'.an award is made, will be to the c lowest and best rasporsible 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 PROPOSA-L S=CURITIES: As soon as proposed E ' • price totals have been determined for comparison of bids , the Owner may, at its discretion, return the proposal security which accomoanied the or000sals which, in its judgment, would not be considered for the award . All other or000sal securities, usually those of the three lowest bidders , will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3 . 7 BONDS : With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds : a. PERFORMANCE BOND : A good and sufficient performance bond in an amount not less than 100 oercent of the amount of the contract, as evidenced by the proposal tabulation or otherwise , guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials . This performance C3-3 (2)