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ST9905-EM020116Srq~os ESTIMATE OF PROBABLE CONSTRUCTION COSTS ALTERNATIVE 1 Naw fbrln DwN1 ffYbll+M MIIaI MaA, NM Bei G1r1YY11 UMw Flwpert Prkatl At DspaMw Crest Td0. Naw Bmt CWwrl UnM BYUIN Road At OraPa'!tb tiaat Tr10. Nao Belt Culvert Uldar Capp.S DOtl AE pwMMrla Cwak Trlb. Dabnlbn tnPrmaltMnb M OFW PropaM1y tnPrevYd CuMrt 9n MbyYNa IhepMF CItE el CappaN FioaOway rM OratN9a tlProva"'Y^b BYMI Road ITEM UW7S UANT UNI I AL aad fb lm Orbn fer ROYd 00 • C InNI D S 2.710.00 . f Z 1. RaeaaYad IIIIYI 6 S 3.Iw.m S a .m 10 Raerwd Inlal 12 f Y,100.00 f 36.200.00 t2 aewwtl M 2 f 3.520.m 3 t1,Ow.00 la' InM 1 f IM0.00 S I.YW.00 18' R law III L 1061 f 30.m f 9 Otlm 21' RCA Clw III L 1906 S Y0.00 S 77.IW.00 2a' CIrY11 L 232 S a3.m 1f7W.00 2T CIw 111 LF 111 S 30.00 S x2.030.00 JO'R PCWYII L 1306 S 33.00 S ]1.St0.00 33' 1 L J71 eo.ao s a,seo.00 J Dabntlon PerM 1 pn CY 27235 f IO.m f 271.760.00 aeavewn bl POnd ~ Ls 1 s I.SOO.m s l.soo.oo „d l 1 S 20.000.00 f 10.00000 OutlN SbucMa l9 1 f 2.Sm.m S 1.30000 !M~ pbmbn P9n0 2 M P Y 7x765 S 10.00 f 7Q.060A0 albn br L9 1 S 1.300.m S 1,300.00 utlN 9trucbn L9 1 f 25.Om.m 23.000.00 l9 1 S 2.Sm.m 2.SOD.OD i r ng Pro aaa CUMrt lm wmanlUMar In Na ro IlrCllldl F!w rtClwai 3-10 [ s' a QrNM 1010' wen Baa L 6120 S 7/5.m~ S 2.156200.00 10 a 3' Bw WvM ler wprNlrepon of Ezsl' GuNM LF 1M S 313.m S 93.900.00 NeatlwaY/W' tl EA I S a.3W.m S !.300.00 Cenenla PevamMt 6 sY 335 s 73.00 f t/.725.m CM1M1 TmaW • sY 533 s I % S 82915 Ramova CaruNa awnNm Sv 935 f IS.m S 1,@5.00 6' Cervab raD aM Gunar L 120 f 20.m S 2.x00.00 CY 3210 S IOm S 72.im.00 b sesva n LS I f 7.000.00 S 3,000.00 ' ter Nave CuNM GrM L 1 l,Om.00 f 1. .00 SeMvlq ,d10, pro aad O n CnwMl ran F b Batl1N D d'CpmNb Lived rW CY 119 f SOO.m S x01.500.00 Eacavaten CY 77x0 f f0.m f 77,x00.W 0 LS 1 S 1.000.00 f 1,000.00 ra L 1 S Sm 00 500.00 SeMirq Pro CuhM lm xwMal Ba1N1 arW Ow rra Crest x.1P [ 3' Bea CWvart 7o axcn Boa LF t20 S JI3.m S M2m.m NeadNall W' 1 EA 2 S 7,50000 S 15.000.00 Pemova N aCuNM CY 90 S fIm S 1.020.m As nx6 Pav x TON b S 500m S 15.000.00 CwwrY rN Baw 9 SY lda S 153 S 211.00 RMgva aiY N a.MnMl SY la0 S 100 S lw.m M LS 1 S 3.000.m S 3,000.00 b N G reop r aN L t S m0.m f ]0000 Swaq /l,a pre [b O nYrrrrN Ian MOrvl b D Y wr f Smm 3 3m.5m.m 6'Ceecnla LVrw ClNnrrt r SOW s loon 50.100.0/ acavlmn lS 1 f 1,000.00 f 1,000.00 Gllaf l t f 500.00 f 300.00 S.aa.q U aW CuNM Im vrmml al Read and O NM Chet 410 [ T [ M SO' aacn Be[ LF 2m S 30000 f Im.Om.m NaaewaYl W' 1 cA 2 f I.SOOm S iT00D-00 NM CY 130 S 16.m S 2.]OD.m Pampva N [ ' ON W S Smm f 24300.00 natl Pav a sr as s l u s J.A7s cMNnl nwNd aw 9 SY 215 f t m S x000 Rarteva ar N M Psvamwl l4 I f 7.Omm f J.OW.00 Gran MNaw CuNM Sxaa L t S 70000 s 300.00 K 1 . ro cad n CnMnN 100 MIlaarn ran 1 R d' Le d ClrarYrYl C 112 f SOO.m f 91.000.00 a aumm~ CY 1630 f 10 m f 11.]00.00 G l4 1 S SOO.m f 300.00 r L t 25a.m 3 2!0.00 100. SuObW S S.I W.fA.00 ts•: COelagxrY.Y S 710.xq.W TOTAL t 5,171261]0 '•~ far as<Ew w ~. a+sr..~ N m.aw...+r.aw+s a..r vw w+•+ r> N ce+mrw rNr arr.rq rs . rrmwrNerlN1 N rrNa.rrN f~YaeJ9M1we sprr *.r rre0a rv ~r,r' IrWrrw.rwrNbw!(lilOr40r[ea[/seN WN++w+pr+ErGK6r.eN prawirr rriroleei~~ VINrs.1.Y~.MNnM NYlYS.Irrr NENYEfPaNl vtlsr+l pwr /erpq~a fYJba1l~1 Nrereww~Cer~ rr'rrr.wie. YprlOn ar pr.~[ v. BlOeE1n .arNNEYNrrr•r-n~Owlll~rPrr wseNfwm~CS+fre+wrw rrwr. r..ws 11~.1r/bNnr~i ST egos ESTIMATE OF PROBABLE CONSTRUCTION COSTS ALTERNATIVE 7-Open Channel Nave Storm Draln System for Bsthal Roatl, New Box Culvert Under BsthN Rwtl At Grepevins Creek Trib. New (sox Culvert UrrW r Coppsll Road At Grepsvins Creek Tnb. No Detention Improvsmanb New Open Channel on Minyeroa Property ~ ~ev,Se City of Coppell Roadway end Oreinege improvements BeNel Roed REM UNITS QUANTI UNR ITEM PRICE TOTAL Pro aetl Sto rm Draln for BsMN Roatl 8' Recessed Curb Intel 5' Receasetl Curb Intel EA EA 9 8 E 2780.00 S 3880.00 S 24 890.00 S 22 080.00 10' Rersxsed Curh Intel EA 12 S 4800.0(7 S 55 200.00 12' Recessed Curb Inlet EA 2 S 5 520.00 E 17040.00 14' Recessed Curb Inlet EA 1 S BM0.00 E 8440.00 18' RCP Class III LF 1088 30.00 $ 32 040.00 21' RCP Clesa III LF 1948 E 40.00 S 77 840.00 24" RCP Class III LF 252 S 45.00 S 11 340.170 27" RCP Class III 30' RCP Class III 33" RCP Class III lF LF LF 841 1308 378 E 50.00 S 55.00 S 80.00 S 42 050.00 S 71 830.00 E 22,580.00 UBT AL 377,280.00 Pro setl O n Chsnnel Min ands Pro h NO DNantion Im rov Precast Concrete Slone Channel Lini 11-10' z 5' Box Culvert 80' each Box emenb SF LF 27720 880 S 75.00 E 350.00 S 2 079 000.00 3 231 000.00 Headwall I Win all EA 2 S 4500.00 E 9000.00 Remove Existl Box Culvert CV 4533 S 18.00 E 51594.00 Concrete Pavement 8 SY 535 S 35.00 $ 18725.00 Cement Treated Beae 9' SV 535 S 1.55 S 829.25 Remove Concrete Pavement SV 535 S 15.00 S 8 025.00 8" Concrete Curb and Gutter LF 120 S 20.00 E 2 400.00 Ezcevetion CV 33734 E 10.00 337340.00 Gredin Por New Culvert LS 7 E 3000.00 S 3000.00 Seedi LS 1 S 8,000.00 S 8,000.00 SUET TAL S 2,778,913.25 Pro Deed O n Channel From Free ort to Bethel RD NO DETENTION Precast ConlxNe Stone Channel Linin SF 15200 S 75.00 E 7 140 000.00 Exraveaon CY 18185 S 10.00 E 181850.00 Gredin LS 1 E 1500.00 E 1500.00 Seeding LS 1 S 1,000.00 E 1,000.00 UBT TAL 1,304,350.00 Pro ossd O n Channel From Bartel to Co II RD NO DETENTION Precast Concete Stone Channel Linin Excava0on Greai SF cr Ls 10000 1a54e 1 S 75.00 E 1o.ao a 1 sgo.ag E 750 000.00 s 1D54eo.oo a 1 soo.w Seedin LS 1 $ 1,000.00 S 1,OOD.00 U AL S 858,880.00 Pro setl Cu lvert Im rowment et Co I Road antl Gre vine Cmk 8-10' x 7' Box Culvert 50' each Box Headwall /Win II w8h No LF EA Detentbn 400 2 S 500.00 S 8500.00 E 320000.00 S 17000.00 Remove ExisS Box Culvert CY 150 S 18.00 S 2 700.00 As nett Pevi 4' TON 100 E 500.00 E 50000.00 Cement Treated Base 9 SY 500 S 1.55 E 775.00 Remove ExisS As halt Pavement SY 500 S 1.00 S 500.00 Gredin for New Culvert LS 1 S 3000.00 $ 3000.00 Seetli LS 1 E 300.(70 S 300.00 SUBTOTAL $ 384,275.00 Pro Deed Cu lvert Im rowment at Bethel Roatl and Gro vine Creek w S10' x 8' Box Culvert 30' each Boz Headwall / Wn II ith No D LF EA sMntlon 150 2 E 750.00 S 7500.00 E 112 500.00 E 15000.00 Remme ExlsSn Box Culvert CV 90 E 18.00 E 1 820.00 As alt Pavin 4" TON 80 S 500.00 S 45000.00 Cement Treated 6ese 9' SY 300 E 1.55 S 465.00 Remove Exiatin AS ABM Pavement SY 300 E 1.00 S 300.00 Gredin for New Culvert LS 1 S 3 000.00 S 3000.00 Seedin LS 1 S 300.00 $ 300.00 SUBT AL $ 1 8,185.00 Pro ssd O n Channel 200 FT Downstream From Co 11 RD NO DE TENTIO N Precast Concrete Slone Channel Lini SF 3200 $ 75.00 $ 240 000.00 Ezravation CV 3407 E 10.00 E 34070.00 Gredin LS 1 S 1000.00 S 1000.00 Seedirp LS 1 S 750.017 S 750.00 SUBT TAL S 275,820.00 Subtotal E 8,185,783.25 15%ConOngenq S 924,887.49 TOTAL S 7,090,851.00 Grass Lined Channel Akemeta Subtotal $ 1958783.25 15%GOntln $ 293517.49 TOTAL $ 2.250,301.00 Since ENGINEER hr no conbd ovw Me coat of labor, mNeride, rulpmanl P eervicr lurnbheE br dhem, or aver Me Conbado4sl memoM d Eetemnlnp pEaee. or over wmpMfhro dEtlinp or mwkM coMiEOm, ENGINEER'( oprEOr d ProWbh Tohl Poled Coeb antl ConeWCean CW PoNEeE for MrNn ere metle an Ne bwie at ENGINEER's experience end RueN9ce9one and roprrmt ENGINEERY bM JuEgmem r r erperienced rE 4uYME Pohseiwiel renex, hmeerwM the aanebuc9on inEUelry, bN ENGINEER wood mE Ear nd puxmbe bet propaeli, tit4 or edua Tod Projects Lanetrucean CoW xi rwlwryewn opribne d Pobade <aa PrePerW try ENGINEER. apgrb lM&ddna ar NepdhGnp Phew OWNER whr preelererwanr [p Na COrtrudbn Crihe MW ampoy en inEepntlaM wet,ermstor. G:~20pD0890UrydeuNaNaR rEmete>b ~'gwos ESTIMATE OF PROBABLE CONSTRUCTION COSTS ALTERNATIVE 2 New Storm Dnln Syabm !or BeMel Rgtl, New Bex Culvert Under BedNl Road At Ongvlne CMk Trib. New Box Lulvert Untlar Copgll Road At OnIIwiM Creek Trlb. DNamlon Improwlgnn on USPS andDFW ProgrtY Improvatl Culvert on MlnyaMa Progrty ~.QU,St Clry of Coppell Roatlwry end Drelnage improvemens BetnelRwd ITEM Exuva0on CY 7740 f 10.00 S 77 400.00 Gretli LS 1 S 1000.00 f 1000.00 Seedin LS 1 S 500.00 S 500.00 1,Z-~+ni~ ~~~ 2~~P~ '- ~ 3 SuMorel S 5,877,220.75 75%COnlingency S 7,307,553.71 TOTAL f 8,978,804.00 Snw ENGINEER ha ro wntrd vw elemN of bb, nmExsn, e4+lgrlwll a aN`xvr axrWNd br oeen, a ever tlN Caroc7mlU mracm d MWmblrq per, aroN/mnprOnN titldV a mrlulmdLLw, ENGINEERY agrlvn W paeMY Tabl pojM Gub arb CmmewEOn OeM pwidrE br mewn n ne0. en tlu Ever al ENGINEERI emmvxv eM mldlrxaEmm arA npwnt ENmkEER1 bwt jWgwM w m alb W Vwllrip Pdaniwvl anpYNm, emwwn M carebuctien bANEY: M ENGINEER almol IN sore M 9uRarM nn aopoa.n. Ela araeNel Toms RnoMU>cmmbcENl can wit nal wr tmw Rpir+mm of paErEncW ppnM W ENGINEER. xpvbtlN aYld'ryrtNepoErnq Plum OWNER wWNa Arab WUnubeN Cw+buclbntwll+MW rwWM+n mN xOnW !~ G4'O0WaatabyRwtlkrkvt w W nb. W ESTIMATE OF PROBABLE CONSTRUCTION COSTS ALTERNATNE 2Apen Channel Nww Beorm Drain Swbm for BatlMl RcaO, New Box Culwrt Umbr BeNRI Road At Oral»vlm Creek Trlb. Nsw Boa Culwrt UrNw CoppNl Rob At Bnltwir Crrk THO. Dabntlon ImlNOVwrnb on UEPS arMOFW Property Nave OWn Cbmrl on MlnVards ProrrtY Ctty d Coppell Roatlwav aM DminaOe impowmenb Btlhel Road ITEM UNITS QUANTITY UNIT ITEM PRICE TOTAL Pr sW Sto rm pain for BsMN Ratl 8'ReceaeO CUm IoM EA 9 2760.00 24840.00 B'Recessed Curb lnkt EA B f 3680.00 22080.00 1@Reoened Curb lots EA 12 4800.00 S 200.00 1T Reoeretl Curb lnbl EA 2 3 5520.00 11040.00 14'Reoeasetl Curb InIN EA 1 3 8440.00 6440.00 1B" RCP Cba III LF 1088 30.00 32010.00 21" RCP Cbn III LF 1946 40.00 n 8/0.00 24" RCP Clan III LF 252 65.00 it 310.00 27' RCP CNr III LF BI1 50.00 4050.00 30' RCP Clrs III LF 1308 3 55.00 71830.00 33" RCP Clrs III LF 3]B f 80.00 E T2 580.00 SUBTOTAL 3 .00 DNSntbn Ports 1 on DFW Exnvstlon forPoM CY ]1148 1000 ]11180.00 Seedl LB 1 f 1 00 S 1500.00 ONkt Struqure LS 1 2000.00 3 20000.00 Grodin LS 1 3 2500.00 S 2500.00 S BTO AL S ]35480.00 Dabnibn Pond 3 on DFW Exuvatlon for Pots CY 45012 3 10.00 450120.00 seed Ls 1 s t 500.00 s 1500.00 Ou8et5Wdure Ls 1 25000.00 25000.00 Grath LS 1 f 2500.00 3 2500.00 SUBTOTAL 4]9120.00 DNSnibn Po nd on LISPS Pro Fxaratron for POM CY 28213 Rr:bini Wall la VMlcal Ports Welb CY 1110 PrdxtNe Guard Rail LF 2850 seedln LS 1 10.00 282130.00 3 500.00 3 555000.00 20.00 57000.00 500.00 S 300.00 OuBN Struqure LS 1 f 20000.00 20000.00 Grath LS 1 S 1500.00 S 1500.00 SUBTOTAL S 926130.00 Pr O CNnnN Mln arils Pro th Debntbn Im rowma Precast COngtle Stone ChannN Llni 6-10'x5' Bn CUMrt 8@each BOx nb on Bom Pro SF 2]]20 LF 380 Nn f ]5.00 20]9000.00 3 350.00 128000.00 Headwall/WI N Remove ExiNl Bn Culvert Corlcrotp PawmeM @' EA CY SV 2 45 3 535 3 4500.00 18.00 35.00 9000.00 81 584.00 16 ]25.00 CemnlTroNed Bar 9' SV 535 1.55 829.25 Remove COlwNe Pawmem BY 535 1800 8025.00 @'Cancrob CUb anO Gutter lF 120 Ezcwstlon CY 18133.3 Gmol far New Culwrt LS 1 Seedi LS 1 Pro O CNSnrlal From Fr rt b E41hN RD wllh LISPS AND DFW DETENTION Procatl Cor¢reb Stone Lhanrwl Linl BF 15200 E 20.00 2400.00 10.00 3 181333.00 3000.00 3 3000.00 E 8000.00 f 8000.00 SUBTOTAL 2485908.25 75.00 E t 110000.00 Eacavaticn CY Grodi LS Seedi LS 7]40 1 1 S 10.00 1000.00 S 500.00 S n 400.00 1000.00 S 50000 Pro Culwrt Im ovarrnt at BNMI Rob and Du Ins Crwk Wtlh Dabntlon Im ro SUBTOTAL S 1218800.00 wmenb boTh r r 3-10' x @ sox Culvert 30' sets Box Hrdwalll Wl U LF EA 80 2 E 750.00 s 7500.00 S 8] 500.00 15000.00 Rpmow Exiati sox Culvert N ttPaN P Cement Trealed Bess A' CV TON SY 9D 30 110 18.00 500.00 S 1.55 182000 15000.00 217 00 Remove Exetl tt Pawmem Grad' for New Culvert SeMi SY LS LB 140 t 1 S 1.00 3000.00 S 300.00 110.00 3000.00 S 30000 Pro sad O n Ckannal From BNhN b II RD wim LISPS AND DFW DETENTION Proeeq Concrete Sloop Channel Linl SF 10000 Exeavatlan CV 5093 Grotli LS 1 Seedi LS t Pro sed Culwrt Im wmant at Co II Road arW Ora w Croak NRM Debnibn Im su@ro S 75.00 3 10.00 3 1000.00 S 500.00 SUBTOTAL owrrnb bo s toe m.a0 S 750000.00 S 50930.00 1000.00 S 500.00 s @02430.00 b o 4-10' x 7' Box Culvert 5@ each Box LF 200 3 800.00 S 1800DD.00 Headwalll Wi II Remove ExiNi Box Culwrt att PSVI I' EA CV TON 2 150 49 S 8500.00 S 18.00 500.00 s 1]000.00 S 2 ]00.00 2450D.00 Cement Treated Bow g• BY Z25 1.55 348.75 Remove Esbtl Ae att Pavement Gmdl for New COIVeR Sail SY LB LS 225 1 1 100 Y25.a0 f 3000.00 300D.00 S 300.00 f 300.00 Pr WO ChrnN 200 FT DOwrtrasm FromC 11 RD was UEPS IWD DFW DET Precatl Concrete Stone Chanwl Llni SF 3200 SUBTOTAL 3 208073.75 ENTION ]5.00 240000.00 EzcawNOn CV 1830 Grotlin LS 1 Sepol LS 1 f 10.00 500.00 E 250.00 f 16 300.00 f 500.00 f 250.00 SUBTOTPL S 257 050.00 Suddal E 7,BW,1D.00 t5%Canan9ency E 1,140,469.05 TOTAL s B.Ta.s90.oo Orrs Lined Cbanrl Albrnsb SuNOlal 15%COrltl 3 394127.00 E 509119.05 TOTAL E 3903246.00 eMU ENGINEER NX ro mod awtlw mtl d W, rivbttYS. RvFwa wwca MMM W Nrr. aav IM CwMratlnlal nyMW yylw/yaO PNy. wmw mmryNlw NY]MV r,nsM mWws, EXGIHEERY aaYYmrtlpaCWr itlN pgtl Ca4 mC Cgngycw,COCpgiyebwmnwX,roMmbeXWlEXnINEERY aVr„WN~a^a Rmkkawlr rM,slwrw4 ENOINEERX W 1N]mw~ um arwlwoE vets VuW! pWYrwlxpl'ww, ImaNr WINar m,W VNN^ Ytlub/', W EXWNEER nntl W %w ml Pwamw MN pWrR, W r r.9sl Tatl FWCr Cmrbu[an LuN vi,d "wYMVn uq,Jww MP^M[Ywt PYrN W ENOIHEER. XpM'bb BYtlagw NpalYaq MwGWNER Made aMw uP/rcr blM CY,rmsLLn LnrMnJMrprym YWpMwY wtl Mmrbr. 5T9~os~ )Z-ev i b~ aC. G 1]0a`NalONwwlva4mt WYnb.tlr 5T 9 ~ oS ~,E H~ Pro osed O n Channel From BetFtsl to Co II RD v Mh USPS AND DFW DETENTION Precast Concrete SWne Chanrrel Linin SF 10000 E 75.00 S 750000.00 Excavation CY 5083 S 10.00 E 50930.00 Gredi LS 1 S 1000.00 S 1000.00 Seeding LS 1 S 500.00 S 500.00 SUET TAL S 802,430.00 Grad' 9 I ~a I l a "" "x ~ i r:.~.a~~..~, ,,., ~,.,,,, .,,. ~,. a,... Seedin _. LS ___ 1 S 1500.00 S 1500.00 Outlel Saucture LS 1 E 20000.00 S 20000.00 Grading LS 1 S __ 2,500.00 E 2,500.00 309225 S 830,775.00 (j~~ q~ ~ 1 203775 S 508.225.00 1~" ~ ~ +~ 57000 E 183,000.00 584300 51,514,700.00 $3,074,700.00 55,028.817.00 15%Conenpency E 754,322.55 Grand Total 55,783,139.55 Grass Linatl Optiona in Lieu of Paveslone Lined Total E 3,894,517.00 15%COnerpency S 584,177.55 Grand Total S 4,478,894.55 285/I! 420/cytl 87cydlfaol Grand Total S 9,319,OM.55