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ST9802-CS 990519
214 361 5573 05/19/99 WED 07:32 FAX 214 3,R.~ 5573 HALFF ASSOC INC -- ~ 001 "' Halff Associate Inc Dallas, Texas 75225-4292 ENGINEERS · ARCHITECTS · SCIENTISTS · PLANNERS · SURVEYORS Fax (214) 361-5573 FAX TRANSMITTAL TO: Mike Martin DATE: May 19, 1999 AVO: 17419 FAX#: 972-304-3570 PROJECT: Dividend Dr. FROM: Todd Jackson Ema~ackson@halff.com # OF PAGES J (including coversheet) [] URGENT COPY TO FOLLOW BY MAIL: [] PLEASE REPLY [] YES [] NO [] FOR REVIEW ITEMS SENT: Bid Tab for Dividend Dr. project .: .. Copy of letter for BFock 2, Lot 3 Gateway Business Park COMMENTS: SIGNED: TOdd Jackson NOTE: The comments on and attachment to this cover sheet are intended only for the use of the individual or entity to which It is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable taw. If the reader of this message is not the intended recipient. or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original to us, at the above address, via the U. S. Postal Service. Thank you. 05/,19/99 WED 07:33 FAX 214 361 5573 HALFF ASSOC INC ~002 DRAINAGE~WATER, SEWER, AND PAVING IMPROVIMENTS 4'13/99, DIVIDENO DRIVE COPPELL GATEWAY PUBLIC NPROVEMENT D~eTRICT, COPPELL TEXA~ PROJECT NO. BDTAB ..-.c, ,..L,, ,.,.:'"'""""' """: ""i """:"'""' M 44r RCP )oiJN~F I 101~6 86; 16.00 86..00$ )o~ee.~o loe~9o 1BOA~86rTM 14 86" RCp MIJX LIB H.00 i8t.lrllr. 00 fi.O0 1E~lEt.0086.00 '131t10.00 7100 18.':seM 1.8 :14" RCP 86J~ LIe IF ,, 41,06 $ EiIN.0~ 4~.00 31/16.00 47~0 2~914.,00 /1,1}~ AiM e.e :1" FtCP .... . _ .. sz.e U' $ ' 41.Be i; ~Ft1~° F. ae,86 1,''~,m, a.M ~,~,.M 86.0e 1.1 11' RGP .... ·JI LF I I~.G0 .a~m 86.0D 116.00 ' ~1,00 ' )11~0 i 86.1l 'wee M EXCAVAIN)N MIE.(~'CY S 1.10 $~/I.~0; 1.1o 31g~lJ~. '1.10 3,g?e.~0: 1~1~ 14 IK.~LLANDC~'iF'A~'i'~N ..... 818O.,GCCY : O.g 117&1,.~0 6.ra 1:721,80 0Ill 1:721.16 15.fi0 .q.Meeh I-$0 111ENCHIAFETY 1117.elLF $J0 1flIT.DO O. 11 $171,HS 6.,11 lie. S7~1,00' teaaM k11 ~' CURB INLET 1.0~..EA l~0J~ e mmm M "'i "'i "'" "'" 1.1 a' ,,TRAFFIC CONTROL N 1~ENAOE 1,0Q1.8 ~I00~0Q 3,largo I Itoooj0o eEl·Q0.00 N~00.00 1*nna m l--,_N~__n~_ 1-14 fiiw~i mAi~irEO "y* INLET 14Q L8 OeQ~04 710,00 I 111.~, 861,00 " . ;80.00~. 19~N~'lr_le~l_~ava I-18 1TPi 161 uk~ ae;w=n MANHOLI ' ~ IA I~100.e0 Itl00.00 I~0~.~1S l~00.~00 I~,0e a,,ana ~ 4,_e~__.N~_1,Nd ~,le 10' CUR1 NL. ET "' ~ IA 2,400~ I 4~0.00, ' ' irl00,~lIF 4ell0.O0 ]~06.M ;,aM 4r__m0!m_ _e,eee WATER li-1 le"PVCWAm 12M°e LF $ 42.?'1 iIMe°OtiS I 18.40: 44,427.00 t 86,,IX) ~ I4Q,1eG.01! _eg~~ i~ r Pro'WAr,, ' ' z~e L; S ~6.e iI e~m.e :1~ "' ·,m. O0 $"' :e~ I ~,~.-'-; ~..~_ 1.~"' Ii-GATEVALVI 4.01EA $ 8tli0'.Ge; I 86r44~J0 e,loo.oo r'/,loo.oo S 10~G.0~,$.M,mam: 4,$00,0e Ikl" i- GATE VALVE 4.BIEA I 8604)0' ImE00.O0 860.e0: aft0'00 S /~1,,0~ $ e,SmM;1,~00.(10 14 ·"GiATEVALVmm"' 4.BeEA I) 86o. oe I Era866.00,. , Us.G0 311OE,,aO:eo~$ ·,_ao____~_] 1,_re,':.,:.,,)_ 1,4oe.,86l,_ee~_~_ $ 14 R 1X~ EA I ' 210.00 i Sl~b0 ~ ~ls~0 I ~e1,06; 860~0 N0.00I~i-a~--~m 1.NmM 94 e'x4'_d. RbK.~r 1~ EA S "'1:6.0e 121.00 lss.00 t 1tie ~0ZOO$ N0.00I 1,aoo.(m liNmm'M 9,-11 I"11.IIDE~i~D" 1.K IA ea00 I 16.04 t IO.0Q 1.IS 1"!l.26DEG, BEND 1.N EA TIE.0· 76.00:! 86.0e~ 86.00IO. DO ; I0.~1 ?O0~l 1.13 Be00 PSI 'CC)I~z:'TF' ENCABBMENT e(I.NLF ' ~6.00$ liNe·x J0'86.0~ 1f·(4,00 27.00$ 1:186.00100,00ear. ne 1-14 EXCAVA'~OFi .... $100.CCCY 1,00$ 31186.04' 1110 3~410.00I 1.10I 31410J016.00I1are. 1.16 IAGI(FILt. ANDC,~iPAC'fION 8680.0CCY OJO$ 1f816.00' D. IB$ 1re·.10 6.86: 1,_.a~_._M16.Ce wMeM. 1-19 ~i~..ii IAFETY ..... 1181.0CLP 6.10 ~ lee.to i I o. te$ ~AI.11 9.11~186.11:E. Ce 1-11 le"GATIIVALVE 1.0CEA lal00.D0 1~100.00tfEOOJO;. 11:~0.00!?e1~4 t~Ebib. M!iM0~(i leeriB. 1-18 ' 1·' X 11" Orr---~ 1AEIEA 721.{~ 118.00860,H 860,00 11,00 ' 111,86100 00 en M I1-t~ 1E'PVCWJkTF. R 6.QeL· 'JtoO' I leI.OQ 27.QQ 186.00 fr.QQ IL. OQ ZOQ.OQ,p,ann~mt n-20 i" NCH. 40 PVC 1MQ. OeLF I..86 ~ S:86e.86 8.2e 31010~0 LO0"$' 7,_.ff~___~'1Lee ~_.,.,,,,, M. i1~I '2- ,fi)H, 4O PVC ", no.o( LF ,toe IF ·roe1,oo 4.2o 31444.Je ~ IF 4r186.00 I.Ce WAITIWATER IINI lO"PVCWVf ....... 43TJ0(LF ~, ' El.BE S 131611JE 26A)0Z111~1e"86~ 29'86~ 1Eii/1.00 48.((i Is;e86.86 i114 f'PVCW~/ $11,G(LF S H.Og: 1~30~J5 4F 22.00 7:0t1,O0 e*8.EOIF lEE.IF.GO40.00 IO1711,80 N44 ·'RCWW 72J~ "11,Q9, li311.00 $' ',X))..oe $ll440.00 1:440J0 40,C(I 114 6'NA. MANHOLE MeEA ,4;~oe.00 S121eo6.00 $If006..00 I 1310N).00 I4~00..00 ·sealer. 114 ~00NIICONC~iE'f'EENCAHMENT - i0.9, LF S 28.4)0 ! I:/t'B'0B $ ar,.oe ~' 31r/6"00~ .... f/.86S "t;ee·,.e0lo~_._eo 'e'rDN~lb ll-T lXCAVA110N T~'lq.oeiCY~t 1.86 31110.00, IF 1.10 Illrl,.001.10t 31gel.No$ 10.86 NI4 NI(~F1LLANDCOia~ACI~ON 1106.0CCY S 0,B0 I:~Q,00 ;S 6.88 lr111~0 O.Sg$ 11186.00IF 1O.oe21~raem "NI4 ~iie~ilAFETy 141.0C"'LF' ; 1:00 141,00 IF' 1:14 IF ~ $ 1.10 I ~lJo IF &..CO PAVING $ ,,-1 ..o,.,..; ...,.,,.. ,,6.° .,, . -- ! '"'*"'. .,.. : : ..... : -,"" i "'" ,,.-.. N4 r 1)K)K 1All INCLUDING HYDRATED LIME 1700,04BYI ~8686t18~00 I 8.60 1Er786.86 ~00lillY.06 6.2S '410W/I ·. IV4 1460 PSI RC CURE'AND GU'I'NR '86~,0~LF S tOO 31no. NI$ 1.00: ,~100..00I 2..00I ?fE00.0~' I1,11 ':"::w., SXCAVA'nO. 4ea~ cv s 6.. $ 86,86~.86 s.r,o : ,31m~o 4a , 86,86~86 ' ,., , ,,- N4 ~imevvECbBTBCURRANDGUiikK 29,6~( LF I 6.86 S"'{r'17L0e $ 9,J)0 l111E~:18~0 $ $rOeLQQ l.e4 N-7 i~i~e. PAVERE IN BlEDTAN' .... 86.04mY I 81,Be i $ E~00.00 I IL00 I S,·'/!.00 86.00I I~e0J0; 110.00: r TOTAL·AS·BID . i 86~,101A9, I m,111.40 $ '86ares·J· "'I ALTFJ:tNATE lIA-I '12'PVGWATEN ......... 1)tl LF $ 86.e6I 'm~"$Tfoe1,00 S 2.4.86: 86,140.01I ~:l~/0~l 311/00.Be: I1,eO'!l!.Nm;en ,, IIA-I' I. pVC WATER ,,, 'sa LF $ :10.00$ 31440.00 $ 21.0031)'61.86$ $ 7:014,,00 86.0017r/16.00 IIA4 ;"PVCWATER ), LF $ 17.00: l134·J0e $ 1L86 t lt4)ll,oe$ 1·,~0$ 11641X~mIF "' i0,,~0 IIA.4 rQATEVN.VE "EA I 860J0 9,rno..00 $ eEoJo: 2,~l~.oeS T00JOS 31noJO: 1,100.0O · mmA4 e;'eATEVALVlE "'!bt$ eo~ : 2,aoo.oo $ 'el,Go 311oe.86S moo.m: :,no.Go I,~: *"mMM mm&.e Ir 46 DE~. BEND "EA S 110,00 sEo~o IF 18o.86I no.GoS ~0e.ea 860~0 7~koo j IIA-T m-x4-cK.,,ei ...... 'EA ~F l~sJ0: te~ $ 186.86$ $aZ.Q0S B86aeIF ~e.oo !,e86~0 l'.~m ilA4 FIRE HYDR/NT EA IF 114QO.00 S~10~.oe I lsi00.0eS ·r000.OOeS I:100.00i St40[iJ)e"2f000JO i IIA-1O 1'112EDEG. BIND .... IA 7i, oeIF 7L00 I~.00S oejDOIF I0.00 ~046 /QOJ0O IA-11 NOOPBICOI~iTiiN~,.AIEIdENT, II LF 2~oe $ t~lliJll 4O. oeS lrno.Go .$, i1.00I '~r781,0QI 100.00 IA-I: EXCAVATION 3~0( CY IF 1,Be$ llloe.00: ~10e 1,410.0Q.I 1.10· ar410.eo· 10.00 llA-l$ BACKFILLANDCOMPAC~ON 3( CY S .... OJ0 · 10611.00 e.~E·IrllB.BOI 0.66IF lrnoJe· 1G~08~ ,~1, me...,,.,-, 1,~ ~, IF o.,o. ~.~ I~ '" 1,,.;. ,..1·' °'"i '"'"i 6."' IFA-1S II"~TBVALVE EA ~ 111~,06 $ gm i 11200.00$·:GEe,lieI llloG~ s~x)o.ee lmio6.oo .., elelo,eeI °iOQ 11,00 a; IIA-tl rBCH. 40PVG .,, JEILF $ 4,00 $ ),Zl0,00 $ 4,86II 31,444.00$ g.06'; 4tl00.~iI 1,00 ~ AL,11~,RNATE TOTAL · .TmmNg.10 S 7~866.86 , · 'mr471,.9,$,,, $ Z·~:eoe,,86 ........... , , 19' PVC WATER TOTAL $ lllrTBo,al · lrl/Tml.Bg $ 1H',,4,11.9,1 $ DIPPI:.n~NCE uIglWwaEe ir' WAND 19" W ...."' ' I dllr7~Z-2~ · 4717~1.oe S 4~oe2.00 · I TOTAL B;D WiTH 12" W ALTIIINATI ' I Nb?Ooe.g0 · 578.3~4.4Q · eiorggT. gg ' · mr431.go ] · REFLECT8 CHANGE IN QUANTITY FROM eec TO 1 , RIFLECTI CORRECTION OF ADDITION ERROR DRAINAGE, WATER, SEWER, AND PAVING IMPROVEMENTS DIVIDEND DRIVE COPt~LJ. GATL:WAY PUBLIC IMPROVEMENT DISTRICT, COPPELL, TEXAS PROJECT NO. ST8802 B~TAB I-1 rA"RCP 6O~.0(LF S 130.00$ gt2s0.00$ 125,00$ 6O;760-00$ 130.00$ e;cee. nNk$ 1SO,00$ 13/320.00 14 m'RCP ~6~ LF $ 102.00S ~0~010.00$ O2,00$ ~0,__~_.~S 100,00$ 20',ratN~!$ 16O,O2S 30r/60.6o 14 II"RCPANDCONNECT~j, iTOBOXANOII"RCp 134,0(LF $ /O.ID0$ i:190I i~,O0S 0:978,00$ ~0,00$ I_'~IAMIS 120,00$ 13/080.00 14 1O'RCP 24~,0(LF $ i5,00S 1':~$10,O2S 63,00S 19,19~Nt S 6O,O0S 1~'~1~a$ /6.00$ 13/160,O2 14 N'FICP 19.,0(LF $ 48,00$ 9;975,00$ 45,00i$ 2~790,00$ 41,00$ 2~914,00$ 76,00$ 4~Trae,00 14 II'RCP 17,0(LF S 41,00$ 1~617,00$ 38,00i$ 1,U?__Nt_$ 40,00$ liean$ 46.00$ kl II"RCP 0.0(LF $ 3/.00$ 222.00$ 35,00$ 210.00$ Nt00$ 216.00$ 66.00$ 1-8 aEXCAVATION 3615,0(CY$ 1.10$ 3/970-60$ 1.10$ 3/9'/0-60$ 1.10$ 3/970-60$ 10.O2$ 361160-00 14 BACKFLLANOCOMPACl!ON 3130.0(CY,$ 0.rl$ 10721.60$ 0.66$ 1~.7'j1.60$ 0.66$ 1~,721J0$ 10.00$ $11300-oo 1-10 TRENCH SAFETY 1117.0(LF$ 1.00$ 11117.00$ 0.16$ 178.06S 0.11$ 130.67$ 0.00.$ 1-11 rCfJRBINLST 2.oe EA $ 1~300.00$ 2~100.00$ lf200.00$ 2~,4OO.O2$ Ii__a~___N)_$ 2~o0.oo$ ~l~nn.a4$ 1-12 3'XI"Y"INLET 1..0~EA S 1F640.~)$ 1~40.00$ lr600.00$ 1Fi00.00$ 1.__e~t___n~_$ 1~800.00$ 2;,200.00$ 1-13 TRAFFICCONTRO, L~SP_tNAGE 1.6~ LS $ 3/6Q0.00$ 3/r~O.00$ 23/000.00$ ?KI-Nk~--~J0$ ~.~-e-n~--.-e~-$ 13/000.00$ l~r_MqJ__N:"_$ l~r~r.n 1-14 REMOVE E/d~TelG "Y" INLET 1..0~ LS I 330.00$ 330.00$ 760.00$ /60.0~$ v.~tM$ S00.00$ 11000.00$ .~r. nnM -i 1-16 TYPE B STORM :~r.',V."~ MANHOLE LIX3 ~ $ ~fl00.00$ ~.2~0,,00$ 2r000.010$ Ir~MS ~lilfll'tlrlfl$ ~r000.00$ 4r600.00$ 1-1S 1O' CURB INLET ~ EA S 2r6o0-00 $ 4~6O0-00$ ~6O0.00S 4~S00.O2$ _~:_r.,~___,.0S 6~00~,~$ 4~600.00$ WATER I-1 10' PVC WATER 1965,0(LF $ 43.70$ 14~900-26$ 36A0$ 44f427.00$ 32.00S 40r160.00$ 6O,O2$ lnn af. nM 1-2 I"PVCWATER 322.0(]LF S ~0.00$ $~A40.0QS 21..Q0S 3/712.00$ 23.00$ ?l._a~:_._N)$ 66.00$ 17;710.00 H I"PVCWATER /6.0~3LF $ 17.O2$ lrm.00$ 1L00 $ lfa~.N'_ $ .10.00$ lr601.00$ 10.00$ g-4 18"C~TEV,ALVE 4,0(}EA $ 3/150.O2:$ ~f/X)0.00$ 3/300,00$ 3'Zrgiltl/lft$'lfal~'tM$40F000.O2$ 41500.00$ I'g I" GATE VALVE 4,0(3E~ $ ~1.00$ 21400.O2$ i830..0~$ 9?~flMl$ rT00,,0~$ 9JIhttM$ 1/200.0Q$ H 8'GATEVALVE 4,0~EA S 6O0.00S 3/000.00$ 026.00$ 3/100.00S 800.00S 2.._a~X)__N)_S ';r~__._a~_$ 4F800.O2 1-7 16'4~DEG. BEND 4,00EA $ 126.00S 11300.O2$ 300.00$ lwa~ann$ 400.00$ ';iK. nM$ __a~t_._N~_$ I-I 12"X16"REDUCER 1.0QEA $ 260.00$ 260.00$ 2~.00$ __'~_._M_S 300.00$ annM$ ~r_~.__._N._$ 11000.00 1.e 8"X4'CGO~.~ 1.00EA $ 120-00$ 136.00$ 132.00$ 132.00$ 200.00$ .x~M$ 'Tr_.'~.'~___M_$ 1-10 FIRENYDIc~d(T 4,00EA $ 1~400-00$ 6~e00..00$ lr600.,00$ erllll~___(l(l_S lf600.,00$ e;nmIM$ ~rdlrat~ll$ 1-11 e'.11'~SDEO,.BENO 1.6OEA S /6.OO$ /6.001S eO.00t$ 6O.00S ~.00 $ '6O.00S "a~_':_~_'$ 6O0-00 1-13 O'11.21D~G. BENO 1.00EA $ /6.00$ 76.00S 6O.00t$ 6O.00$ 6O.00$ 6O.00$ 7OO.O05 7OO.O0 1-13 3000PSICOt,iCF4a:~EENCASF.'--'~.;.'T 16.00LF $ 25.00$ 1~826.00I 6O.00$ 1~960.00$ 27.00$ lr766.00$ 100.00'$ 1-14 EXCAVATION 0100.00CY $ 1.00S 3/100.00$ 1.10$ 31410-00$ 1.10$ 3/410.00$ 10.00$ 1-16 BACKFLLANDCOMPACTION 30a0.00CY $ 0.60$ lf":15,00$ 0.66$ I~ISJ0$ 0.66S l,--~-.~r~_$ 10.00$ 1-16 TRENCH6AFETY 1161.00LF $ 0.10$ 166.10$ 0.16$ 349.15$ 0.11$ 112.71$ 6.00$ a..k~xM 1-17 12'GATEVALVE 1.00EA $ 11100.00$ 1~100.00S lr20OJ0$ 1T200-0~$ 1~__N:_'$ 1F200-0~$ Tr__&.X~___M'$ Irr~sM 1-18 ° 12"X12'Orr~r.~ 1.00EA $ /25,00$ 726.00$ 100.00$ 6O0.00$ 15,00$ 15,00:$ 100-00S 100.00 1-10 12' PVC WATER i.00LF $ 25.00$ 126.00$ 27.00$ 136.00$ 2~.00S 136.00$ 200.OOS 1 1-20 4"SCH. 40PVC 1240.00LF $ 6.0010 3/200.00S 6.26$ 3/610.00$ 6.00$ 1r4.10-00$ 16.00$ 1-21 2'SCH. 00pVC 120.00LF I 4.00$ 3/280.00$ 4.20$ 3/444,00$ 6.00$ 4f100J0$ 6.00$ 4r100.00 WASTEWATER 11-'I 12'PVCWY/ 14,00 LF $ 32.00$ 448.0~$ 34.00$ 4/6..00S 35,00$ a~r:nn$ 170.0(}$ ll-2 10"PVCWY/ 437.00LF $ 31.00$ 13/668.86$ 26.00$ 11r362.00$ 20.00$ 121673.00$ 46.00$ 10,eAEnn 114 I"PVCWY/ 310.00LF $ 26.06$ 3/309.95$ 22.00$ 71010-00$ 23.00$ 70337.00$ 40..00$ 121/60.00 ~ rl~fCW 72.00 LF S 19.O2S lf368.00$ 20.00$ 1-1-'l~--_-r~-$ 20.00$ lr_"H~___N)_$ 40.O2$ 11-6 6'DM. MANHOLE L00 EA $ 4~0.00$ 12080~.00$ "c~000-00$ 161000.O2$ 4r800-00S 13~800-00$ 3/000.00S 19f000.00 114 :I000PSICONCRETEENCk..;..~..-~T 6O.00 LF S 26..00$ 11726.O2$ 30.00$ 2t070-00$ 27.00$ lr_M_~__~_$ 100.00$ 11-7 EXCAVATION 2110.00CY $ 1.00$ 3/110-00$ 1.10$ 3/321J0$ 1.10$ 3/321.00$ 10.00$ 21f100.00 114 BACK]:iLLANOCOMPACTION 3100.00CY $ 0-60$ lr060-00$ 0.66S 1:11t.00$ 0.66$ 1~1H.00$ 10.00$ 21f000.00 114 TRENCH SAFETY 142.00LF $ 1.00$ 142.00$ 1.10$ e'At~S 1.10$ oMgn$ 5,00$ 3/210J0 PAVING $ $ , N-1 TYPED~300OP$1RCpAV"...~D.'T 6075,00SY $ 26.00$ lb'/~960-00$ 41.00$ 249F075,00$ 42..00$ 2H~160-00$ 43.00$ N..2 rTHICKBASEINCLUINNGI4YD~ATEDLiME 6'700.00SY$ 3.90$ 23/1H.O2$ 2.60S 13/760.00$ 5,00$ ~L.~r. nn,Ar.$ 5,25$ 41~176.00 N4 3000PSIRCCURBANDGUlicl4 N00.0~LF $ 1.00$ 3/600.00$ 1.00$ ~irdm~___M_$ 2.00S 7;200.00$ 236$ 3/900.00 N"4 RIGHT-OFoWAYPREPARA'I1ON 10.63 $TA $ I~100..00$ 13/964.00$ lr260.00S 131162.60$ _m.n,,mnn$ F~e.e. nM$ H0.00$ 13/003.60 .-. IV4 EXCAVATION 4600.O2CY $ 6.66$ 10TGe0-00$ 1.60$ 13/100.00$ 4.10$ ~9'mmMS 7.O2$ 33/200.00 N4 REMOVECOh~.ag:~"CURBANOGU'tbI:H 236.00LF $ 5,00$ 1~176.00$ 9.00$ 31116.00$ 13.00$ arn~cM$ 3.00$ 706.00 ~ NoT 5~iCi(PAVERSI4MEDIAN H.00'$Y S 10.00$ 6,2O0..00$ 6O.00$ 3,b76.00;$ 10.00S 6~0-00$ 160.00$ 9,760..OO TOTAL BAcE DID " $ 662,101.16 $ 623,111.40 $ ~m'~.~r. aJe $ ALTERNATE "., ,- .' . -.- ...00 . , ,..6o . .,,.0.00 . ..00 , .1..6o IA4 rPVCWATER v~. LF $ 20.00 0f440.00 $ 21.00 S 3//02.00 $ 22.00 $ 7r004.00 $ 66.00 S 17~110.00 IA4 rPVCWATER 71 LF $ '11.00$ 1~43.00$ 10.00$ 1~422.00$ 19.00$ 'liB01,00$ 10.00$ 4~740-00 IA-4 rGATEVALVE EA $ 6O0,00$ 9.~00,00$ 6O0.6O$ 9~620-00$ /O0-OO$ 3/e00,00S 1~00,00$ IA4 S' GATE VALVE EA $ 600.00$ 2~D00,00$ 625~00$ 3/100,00$ ItnNt$ 21._L"~_._n0_S 1:200.00$ 4~800.00 IA4 12'46DEG. BENO EA $ 130.00$ 6O0-00$ 16O,0~$ _e.a~_._n~_$ 9Ntnn$ 000,00$ 700.00$ IA-7 rX4'CROSS EA $ '126,00$ 126.00$ 132,00$ 132,00$ ~rk~rm$ ~Y~N~$ 1~000.O2$ ~_rNwr,n IA-I fiRE HYDRANT EA $ lr400-00$ 3/800-00$ 1~500.6O$ 3/000,00$ 1~800-00$ e'l._a~_._r'~_$ 2~000,00$ IA.,8 B'I1,26DEG, BEN0 EA $ /6.6O$ /6.6O$ 6O,00$ 6O.00$ 90,00$ 90,00$ e00,6o$ IU~-10 B'11,26DEG. BENO EA $ 76,00S 76,00$ 6O,6O$ 10.00$ 6O.6O$ 6O,6O$ 700,00$ /00-00 IIA-11 3000PSICOf~;Hi=yi=ENCA~.;~h'T I~ LF $ 26.00$ 1F096.00$ 6O-6O$ 11960.00$ 27,00$ 1116O,00$ 100,00i$ IA-12 EXCAVATION 110( CY $ 1,6O$ 3/100.6O$ 1,10$ 3/410-00$ 1,10$ 21410-00a$ 10.00$ IIA-13 BACKFILLANDCOkirAg;,un 103( CY S 0,60$ lr616,00$ 0.66$ lle'a~-*-rd~-$ 0.6O$ 11060-60!$ 10.00$ 1/,-14 TRENCHSAFETY 16Ol LF $ 0,10S 16O,10$ 0,10S 249,16$ 0.11$ lo2,1'11$ 5,00$ IA-'1i 12'GATEVALVE EA I$ lf16o.00 $ 61500.00$ 1~200-00$ St000,00$ lf200.00$ 3/000.00$ 1~600.00$ u-'10 ~2"Xlr,,FF~ ~ jSS ~s~ S 7:.~ S 6o0~ S 6o0~0 S 6oe~ $ 6o0.6o S ~_~ S 100.00 IA-17 4"6CH. 6OPVC 124( LF 6.00 $ i~o0.00 $ 630 I 61610.00 S 0.00 $ 7f440.00 $ 15,00 $ 181000.00 IA..ll E'SCH. 40PVC I~ LF iS 4.00$ 3,21~.00$ 4.201$3,44,1.00$ 6.00$ 4,100.00$ 6.00$ 4,100.00 ALTERNATE TOTAL $ /6r040.10 $ T3-i-e~--g-~6 $ /6/179.21 $ 10" PVC WATER TOTAL $ 127,760.36 $ 121,762.06 S 122,43'1.21 $ ~r~.;~.~CE BETWISEN 10" W AND 12" W $ al,702.25 $ 47,717.00 $ a'~,eA? 00 $ 32,900.6O I I TOTAL BID WITH 12' W ALTERNATE - $ 6o3,00~.6o $ 676,324.40 $ r'r'n'm)l*98 $ · REFLECTS CHANGE IN QUANTITY FROM 66 TO 1 ~ REFL.ECTE CORRECllON 0FADINTIO N ERROR