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ST9601-CS 990908
8175362815 ,l~ SEP-08-1999 19:09 ~'TEAGUE NALL AND PERKINS 8175362813 P.01/03 FAX $ H E E T III II To: Larry Davis Engineering Department City of Coppell Fax No.: (972) 304-3570 Subject: Wrangler Drive Reconstruction Project (Project No. ST 96-01 ) Date: September 8, 1999 Pages: 3, including this cover sheet. COMMENTS: Larry, Please see the following DRAFT of the final contract reconciliation for the Wrangler Drive project, based upon TISEO's field measurements and their latest Pay Estimate No. 15. There are still a few pay items which I need to verify, as noted, but this should be getting fairly close to the actual final quantities for the project. Please give me a call to discuss when you have had a chance to review. Thanks, Mike From me desk of.,. MIchael A. Jones, P-E. Principal TeaOue Nail and Perkins. Inc. 915 Florence Street Fort Worth. Texas 76102 (817} 336-5773 Fax; (817) 336-2813 Email:mjones(~tnl~-online.com SEP-00-1999 19:09 TEAGUE NALL AND PERKINS ~ 0173362813 P.02/03 City of Coppall TNP ProJ- No: CPLa0104 ~n: Wrangler Drive (Project NO. ST 96-01 ) (:)ate: 09/08/99 , , m,, CONTRACT Eeq, T. FINAl. I;;ONTK~CT E:81T. FINN,.. DESCRIlYrl0N OF ITEM UNIT ~_U~NTITY QiUANTITY UNrr PRICE COST CO~T UNiT I * SECTION 1: PAVING AND DRAINAGE 'tel:ere RJ~t-d-WeV LS 1 1 67,000,00 57,000.00 67,000,00 0.00 terriers Extitlng Concrete Curb 0t Con(fete Curb & Q~J~ter LF 110 110 2.00 220.00 220.00 0.00 IncXe-1~lfiad Street F_x<:avmtan CY 4,219 4,219 4.50 18.985.50 18,985.50 0.00 · LIme Stebmllzed tuberode SY S. 555 5.555 1.50 8,332.50 8,332.50 0.00 tme/orSul~redaStebdl~T. lllon TON 85 '100 100.00 8,500.00 10.000.00 1,500.00 381/S.Y. N3pllcallonrateratherlhan30# ' Relnfgr;ed Concrete Paveme,it WIih e- Integrll Curb 8Y 5.3'10 5,195 23.50 124,785.00 122,082.50 (2,702.50) rnNleured liusntlty per Cgnlr;cqor :0ncfeteSb'eetHea4er LF 110 83 5.00 550.00 415,00 (135.00) mea~uredOu;;ntllyl)erCoRtroctor :artcrete Paving-atone Pavement SY 125 11500 70.00 8.750.00 8,050.00 (700,00) rneasu,'ed quantity pet Con(rector · PVC ConikJll 6leave 10t Freepom'l Parkway Interaeolian LF 120 116 10.0O 1,200.00 1.160.00 (40.00) measured q,,antlty per Contractor 'ull Boxes EA 2 2 q .000.00 2,000.00 2,000.00 O.00 4lust Existing Water VII,m BOx 10 G~de lEA 4 4 100.00 400.00 400.00 ~ 0.00 tealart Plrkw~lf$ & YIN!S - BlOCk 5~1 (A4)prOx. 57~. s y.) LS I 0.75 5,000.00 5,000.00 3,750.00 ' (1,250.00} reduction due to new development testers Parkways & Yerdm -HydrornuIch {Appro,,. 2 ~450 .$.y.) L$ 1 0.75 5,000.00 5.000.00 ! 3,750.00 (1,250 00} reduction ~lue t~ new cleveleprnenl hermoplssUc ~8" Stop Bar& (Tyoe 1 ) LF 27 27 12.00 324.00 324.00 0.00 l~en~Dpllstlc Olrecllonal Arrow Piivenlnt Marklm)g t"Tyl~m 1 ) EA 3 2 220.00 660.00 440.00 (220.00} pewSad t0 rlght-lumlle~*tum only henT~plaltlc Word (*ONLY') Paven'elni Marking Crypt 1) EA 1 1 400,00 400.00 400.00 0+00 'ypep-TW4'WhiteNOn-Ref$eCtlveTq. lflCButtOl'ma EA 10 15 4.00 40.00 60.00 20.00 miSltemslillneedstoheverk~ed yet P.q 5W 4" White Re(lectlve TPa~lc Buttons EA 10 5 6.00 60.00 30.00 (30.00) this Item still needs to y.pe P-117Y 4' Yegow Double- Reflective Traffic Butlon~ EA 103 (03 8.00 824,00 824.00 toedside ~n As,,embly EA 3 3 440.00 1,320,00 1,320.00 0.00 1' RCP (Class III) LF 94 270 38,50 3,619,00 10,395.00 6,776.00 mcraased qulantity to ace. orb'nOel;Me O' RCP [Class iII ) LF 118 118 52,50 6, 195. Q0 6, '{ 95,00 6" RCP CC1,'t$$ III} LF 117 117 70,50 8,248.50 8,248.50 0,00 2' RCR [CIISS I11), LF 14 14 96.00 1,344.00 1,344.00 0.00 8" RCP (Class Ill) LF 295 295 108.50 32,007.50 32,007.50 0.00 4' RCP (Class I[I} I.F 401 401 133.50 53,533.50 53,533.50 0.00 0° RCP (Cle~; III} LF 18 18 178,50 3,213.00 3,213-00 0.00 'lull for 30' RCP EA 4 4 152.50 610-00 510.00 0.00 tem0ve T01> el Exist. Drop Inlet & Construct 4' 51. SDMH Too F.A 1 1 1,400.00 1,400.00 1.400.00 0.00 ' SQue~re Storm Orein Manhole EA 1 1 1,900.00 1,900.00 1.900.00 0.00 0' l~e0e~sed Cute inlet EA I 2 1,900.00 1,900.00 3,800.00 2' Rectssed Cgrb Inlet EA 1 I 2,000.00 2,000.00 2,000.00 0.00 4' Recessed Curb Inlet EA 3 3 2,100.00 6,300.00 5.300.00 0.00 ranch Safety for ~on,n D~ln Instillalign LF 1,057 1,057 1. '[0 1,162.70 1,162.70 ;ubtotel UNIT I · Section I 377,784.20 381.652.70 3,868.50 UNIT I -SECTION 21 WATER 2' PVC Water Pipe (DR 14}, LF 1,710 1,698 27.00 46, 170.00 45,846.00 (324.00) meesure(I quantity Dot Contractor 2" Ductlie I:q;)n Wgler Pll;)e (Class 51 ), LF 20 20 49.50 990,00 990.00 0.00 · PVC Woter pipe (DR 14). LF 60 61 31,50 1,890.00 1,921 -50 31.50 eta.Taped qua:qidty pet Contractor · DUctile Iron Water Pipe [Class 5t ), t,F 20 20 40.00 800.00 800,00 0.00 ' PVC Water Pipe IDR 14), LF 20 19 29.00 580.00 551.00 (29.00) measured quantity per Contractor ~uctill Iron FittingS, TON 2-75 1.95 5,250,00 14,437,50 !.0,237.50 (4,200,00) measured Quentlfy Dot Contractor 2' C4te valve. EA 3 3 1. ,600,00 4,800.00 4,800.00 [ · Gate Vulva, EA 2 2 1,125.00 2,250.O0 2,250.00 ' 0,00 · GIlt Val,e, EA 1 3 975.D0 975.00 2.925.00 1,950.00 over-run In lieu of Pay It~n 11.63 mrs Hydrant. EA I 1 1,800,00 1,800.00 1,800.00 0.00 :annact to F_,InUng s~tem. EA 6 7 896.00 5,370.00 6,265.00 895.00 nneaSured q~zontlty pet Cecil/actor 'ranch 9~fety for Wller t. lne Insilliltton, LF 1,640 1,798 1. I 0 2.024.00 1,977,80 .(46_!2_0)_ n'easured quantity Dee Contractor cubtotal UNIT I - SeCtion 2 B2,086.50 80,363-80 (1,722.70) : i ,. BOBTOTAL - UNIT 1:(6ecti0r~S 1 & 2):: 1459,870.70 r, lt?.,ol s.5o s2,145.80 :: : ! : ::: . . .: PRELIMINARY SEP-08-1999 19:10 TEAGUE HALL AND PERKINS 8175562813 P.0~/0~ ity of COppall TNP F'roj. No.: CPL96164 n~ Wrangler Drive (Project No ST 96-01) Date: 09/08/99 '" CON1RACY F, aT. FINAL " CONTRACT East. FINN, D,m__qC;R!Ia.T..14;;~L.Or:]'TpVI UNIT CliJANTffY QUANTITY ._~J.N(T pj;~:l~ COSt' COST UNIT II * EECTION '1:leAVIN(3 & ~DR,NNAQE ~eDare Rbght.ef-W/y L5 1 1 128,000.00 128.000.00 125,000.00 0.00 eraDye Exittino Concrete Curd or ConcTvlg Curd & Gullet LF 250 250 2.00 500.00 500.00 0.00 eraDYe Ex~ln9 COncrete Pavement SY 675 675 4.00 2,700.00 2.700.00 0.00 imoveF_xlatingCoAcreteOftve~dvly'e. Velley~,&S, Idewalks $Y 1,6S6 t,716 4.00 6.624.00 6.86400 240.00 addlliOn,~ltumev'tltofdtlvewayatSte. 2 smDve en(I I~elec~il ExiStrig Sireel LlghtAesernbN EA '{ 0 5,OOO.00 5,000.00 0 00 (5.0OO.00) i(om dOIntr~d 'lc~,~slend Slrool Ex,'~vetlo~ CY 11,447 11,447 5.75 65.820.25 65,820,25 O.00 Lime Gt~blllzm:l Sdbgmde $Y 19,665 18,775 1.00 19.665.00 18,775.00 (8~)0.00) edjus~.~l Quantity t~ar, ed ulx~n rnefor$gbGr-adeStabili,NleA TON 295 336 100.00 29,500.00 33,800.00 4,300.00 3esvS.Y. al;)pucatlonrlteralher~han;30t ' Reinforced COrtCfiste Pererrant w/B" InlO0r"al Curt. SY 18.815 18.040 22,00 413,93000 396.860.00 (17,050.00} me~us'ed quantity per COntraCtOr ~crete Street Header LF 215 215 5.00 1.075.00 1.075 00 ' Relnf Concrete OrlvewiW.. 0dyeray TmneltIgrtS & Valltay,l SY 1.696 1.741 2700 45,702.00 47,007.00 1.215.00 adClttlC, nal drtvgvr,~y pav~men~ at Ste. 21 ' Tyi)a 'A" Grids 1 Ftexlbte elyshed 6~;rte Eb$e SY 860 796 7.00 6,020.00 5.572.00 (448.00) measured quantity por ' Type 'B' HMAC; rot Drlvemy 8, Pavemini Transition 8v 860 796 12.00 1 O ,320.00 9,552.00 ! (768.00} measured Quantity I)er C=filr, aclor ' Type 'O' HMAG for Dl'lve,w~y 5 Pavement 'rransltk~n SY 880 196 12.00 10 ,320.00 9,552.00 (768.00) measured quanlRy per Cc~tra~.~t 'Reinf. C,~ncrNeSidevelllt&Banler-Free~develksRan-4~ 6F 2,4.45 2,464 3.00 7,335.00 7,392.00 57.00 meeauree~qu,~n~ttyperConlmdor odular Concreteoelock RelinffiG Wtl 6F 195 0 25.00 4,875.00 0.00 (4,875.00) Item deleted ;IJu$t E,xltlng Manhale to G~de, EA 9 0 600.00 5.400-00 0.00 (5,400.00) item deleted and rap/cad w~' Extra worl 2NEt ExtNIng Water ViM BOX EA 22 14 200.00 4,400.00 2.80000 (1,600.00) mlag$ur~l quOnltty per Conir3clor :l just Exis~ln0 Senlien/Sewer Cleanout to Gr-d4e EA 2 2 250.00 500.00 500.00 0.O0 ;(juror Extdlng Firs Hy¢lrant to ~ 6A 4 6 800.00 3.200-00 4,800.00 1,6OO.00 0ver-rdn ~n IIOU or pay Item 11-63 wptm¢e VN~ICle Detector Loops LF 400 400 8.00 2,400.00 2,400.00 0.O0 KOq~TUCl ExtStlr. g Bern'IS ;/t Enterprise Odve lS I 0 2,000.00 2,000.00 0.00 {2,000.00) itom eelDied eelore Pinmay, & Yards - Bl~ck $~d (Napfox. 8.450 s-y. ) LS 1 0.751 40,000.00 40,000.00 30,000.00 (10,000.00) ra~uc~n duo m nuw devOlOpmenl lerrnoDleetic rE' 8toD Bgr~ (TylDe I ) LF 145 12.00 1,740~00 1,512.00 (228 00) meaSUred (IUeqlity DOr lem'lopleatdC Ddractlonel Anow Pavement Ma~ing (TyDe q } EA 7 7 } 220.00 1.540 00 1,540.00 0.00 ~ermopteNic Word ('ONLY') PavemeN Marking (TWe 1 ) EA 4 4 400.00 t .600.00 1,600.00 O .00 4)e P-TW 4' White Nor,-ReltecUve Traffic Buttons EA 18 I 8 4.00 7200 72.00 0.00 /pe P-16W 4" WNte Reltectlve Trilfflc 8ueenl, EA 18 t 6 600 108.00 108.00 O.O0 m P~l q 7Y 4' Yellow C)ouble Reflective Traffic ButIons EA 375 375 8.00 3,000.00 3,000.00 0.00 iaa~311de 619n A~4ml~ly EA 6 6 450-00 2.750.00 2,700.00 0 00 t' RCP (Clels 113) LF 216 2t6 34.50 7.452.00 7,452.00 0.00 dnis Hem snn needs to he verffied I'RCP(Cte$tlII) LF 116 116 39.00 4,524.00 4.52400 0-0O ~hl$i~em~t~ln0eds~ol0evetZred ~.' RCP {Ct$~ III] LF 10 10 71.00 710.00 710,00 0,00 r- RCP (C~SS m) LF 263 ~63 47.00 12.361,00 12.3~ 1.00 0.OO mls Item sire needs to be ved6ed Z RCP (Glees I~l] LF 187 t87 54.50 10.191 50 10,191.50 Q.00 I' RCP (ct-ea In) L; 66 6(~ 75.00 4,950.00 4.950.00 O.00 .~" RCP (Ct3ts ill) LF 40 40 96,00 3,e,40.00 3.840.00 0.00 x3' G~fi;rele BOx C4alvml LF 432 &32 12150 52,488.00 52,468.00 000 this Hem s~Jll needs to M. ventled ~3' Concrete Box Culvert LF 1,29~ 1,295 135-50 175.879.00 175,87900 0.00 U~is item sill1 Aside to be verllted ~c3' Concrete Box Culvert LF 250 250 173.50 43.375.00 43.37500 0.00 [ ~i$ Item Sllll needs to be verified ouute 6'x3' Concrete Box culvert LF 39 39 342.00 13,338.00 13.338.00 0.00 ! ~q~Jefs 5tore Dmtrl Manhole EA I 1 1,850.00 1,850-00 t .850.00 0.00 Square Stone Drain Manhole EA I 1 2,000.00 2,000,00 2.000.00 5,13ui. re C)rOD Inlet EA 1 I 2,100.00 2,100.00 2.100.00 0 00 >ecml 4.' 91. Storm Drain Access MH for Box Cglve;t EA 2 2 1,725.00 3,450 00 3.450.00 0 00 )' Recest. ed CurU inlet EA 5 5 1,8,50.00 9,250.00 9.250.00 0.00 ;' Recessed Cue Inlet EA 5 5 1.950.00 9,750.00 9,750 00 0.00 uG fo,' ~ 8' RCP EA I I 132.00 132.00 132.00 0.00 ug for 30" I~CP EA 1 I 158.00 158.00 158.00 0.00 ug for h3' COnCrete Bc~ Culvert EA Z 0 945.00 1.890.00 0.00 ( 1,890.00) Ifrtm dr, lglnd enc'h 5ofe~ for stD~n OreIn INItBlletlon LF 898 IBgE 1.1 I;) 987.80 987.80 0.00 eech Safely for Bex Cdlvert InstelteUon. LF 2,01 g 2.01 g 2.10 41239.90 41239.g0 0.00 Jbt0t~ UNIT, - hctmn q 1 ,t96,052.45 1.151.297.45 (44,755.00) JNrr It - ~ECT1ON Z: WATER · SEWER ADJU.~TMENTII J just/Lower E~ietl~o 12' Water Lee · St". 9el 4 LS I 1 4,200.00 4.200.00 4,200.00 O.OO diner/LOwer blsliAG 12" W31ef LIes · Sta. 18*00 LS 1 I 3.40000 3,400.00 3,400.00 O.O0 JjusVLowet ExlltlAe 12' Wslef Line - $18. 234'00 L5 1 I 3, 150.00 3,150.0O 3, 150.00 0.00 :1lull/Lower EXliIIng 12' Water LIne - eta. ZatO~ L5 I I 3,150.00 3,150.0O 3, 150.00 O 00 :]J~lt/Lcwver E. xisllng 12' Water LIne - .eta. 2~+85 LS 1 1 3,700.00 3.700.00 3,700.00 0 JJust/LgrMir Existing 12' Weler Line · Sta. 37*20 L5 I I 3.150.00 3.150.00 3, 150.00 0.00 :lJusttLcre,er E. xlslit, g 12' Wller Une · Ste+ 43,57 LS I 1 3,300.00 3.300.00 3,300 00 0.00 :lJumt/l.0wetExistJng 8"WaistLine -ate-334'00 L5 1 I 2.000.00 2,000,00 2,000.00 0.00 3noreli F=~r.,ISo ExiStlAg SanlUfy Sewer LF 15 15 81-00 1.215.00 1.215.00 0.00 eraDye/Relocate Exlsltng fire H.~p;trant A~,embly EA 6 4 1,900.00 11,400.00 7,600.00 (3.800.00) re018ced w/6' 0sis valve re H~/drant GA I O 1,600.00 1,600.00 0.00 (1,600.00) pay item nol neetiN3 Gets Valve EA 1 0 685.00 685.00 0.00 (685.00) pay item nil needed erich Sirely for UUity AdjuNmenta LF 390 0 1.10 42900 0,00 (429.00) pay item not ublotal UNIT Ii - Section 2 41.319.00 34~885.00 (6.514.00) . : : ~ ' : SUe~A~:UNi~i.i(Sa~n, 1 &2i: . ' ' l!237;d01,46 'i: S1,1M,162,45 ($5t,289.00) TOTALUNITa. I;IIi (WIG Ext~ 'WbW-Iteml S'j,eJ7,302*~15i $1~648,178.95 ($49,123.20) : .ii ..~ .: ::: . .~ ':::~ ;!' . , . . ' I I Extra Work Items ~ ~ $W 110/O Pevemenl Markera EA I 0 6 1200 0.~ 7200 72.00 not ~;lud~ In o,ginal pm~l ~n~R~nl~lng ~lng ~MH'O - ~ 0 9 t .400.00 0.~ 12,600 ~ 12.600.00 ~ neu d Pay llm 11-17 ater~terilolt~u~enlilnletCon~l~ LS 0 1 1,500.00 0.~ 1.5~.00 1.5~.00 n~c~dedlnong~al~posll )T~ ~ORK ITBS $O.OO $14,172.00 $14,172,00 TOTAL UNITS I & II (Wt Extra Work Items) ;$1 ;6eli302.1'5 sl,662,350,e5 ($34,951,20) PRELiI ,IARY TOTRL P,03