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ST9304-CS000626 B~ PROJ~T ~LT UNE ROAD ~O~CT 91~ ~N~ U~: (~Oh' T~ ROAD TO MAC~UR O pR~E~EER ~HNL, U~S.P.E ~ 0 ~HARY C~ST. C~ ED BELL C~ST CO TJ ~ECHT SEE C~C~, ~ ~EO PAnG ~MPA~ O PR~E PR~E PR~ PR~E ~E ~ ,, ~ uME TR~ED SUBG~E (OEflS~ CON~OL)~ SY ~1,~ ~-~ ~ C~CRE~ PA~ENT (RA~GAO H~ER) ~ 1~ $1572 $1.~ S15~ S1.~.~ S15.75 S1.~ ~ 3EMPS~CIAL SHORING ~ aC SLO~ED PIPE (SE~q~L 111(t8 ~ INLET ~P~E STANORRD 5' N BID TABUI~ATION PROJECT BELT LI~ ROAD PROJECT 9t-~ LENGTH: 2.2 MIlE BqD # 2CO0-175-534 ~ [OEN70~ TAP ROA~ TO MAc..ARTHUR BLVD} DATE: ~ ~: 4LANE DNInED PROJECT ENG'NEEN JOHN L MEAR$. P.E. ZACHARY COflST. CORP ED BELL CON ST CO TJ LAMBRECHT SITE CONCRETE, INC. 'flSEO PAVING COMPANY ~ DESCI~IPT~N UNIT QURNFrY UNIT EXTEN~ yNIT EXTENSION UN~' F. XTEN~ION UNIT EXt'EN~ION UNIT EXTENSION PRICE PRICE PRICE PRICE PRICE 4~ INLET COMPLETE RECESSEO 14' EA ? $2,1~00 $15.77500 $2.~00 $[9,T75.C~ ~2,94000 $20580.0~ ~1.(X3 S21.357.00 ~3,525.00 $24,B75,130 46~ TYPE A' HEADWAI. L ~ ER 1 ~2,4~ 00 $2,4~ 33 ~2.45C.00 ~2,450.00 *e3,57,0 03 $3~570(X) $2,~4&~ ~2,~00 $3,300.00 $3~300.00 48~ TYP1E ~' HEADWALL 18' EA 6 $~30 ¢X) MJi00 00 ~{)0,CO $4800.00 $1,10250 l$,815 ~X) 1864.00 ~5,184.00 $700.CO $420000 4~ T~I~ 'B' HEADWALL 3X~' F._A 1 $1,3~3 0C $1,350.00 $1,3~0 00 $t.~K)00 ~2,°~0.00 ~,g44].O0 $1,45~00 $1,4~].00 $2,700.00 4~6 TYPE 'B' HEADWALL 42' EA 2 $1,350 00 S2.70~00 $1,350 00 32,700 00 ~2,625, CO ~5,2B0.00 $*.45800 ~Zgl&00 ~1,900.00 $3,800.00 4~ ~ry'pE 'g' HE.A~'~'A[J. 54" EA 2 $1,75C 00 $3,5O0~0 $1,75C00 $3,500,00 $3,~0.CX) $7,560'~ $1,~58,~ $2,g1~,00 $2,000. CO 466 TYPE 'C' HF.-A~WAL~. 30' EA i Sl,425,00 $1,425~ $~.425.00 $!,42~.CO $1,/'85.00 $1,785 00 $1,24200 $1242.0~ 1~30,00 4Z9 ADJ t, IANttOLES (ELEC) E.A 1 $~.250~ $1,2500C, $1,B80CO $1,a80.00 $1,385,00 $1,38500 I~,5OO.00 ~2,~00.~ $4~L00 4T;3 ADJ MANHI~E$ ('h'ATER! EA G $I.g50.~ $~300.00 ~l,~aOOO ~80.00 ~/87.50 ~1,7~5,00 St CO000 ~,0{XI.Q0 ~375.~ ¢79 ADJ MANHOLES (WATFR VALVE. BOX) ~.A 10 ~1~3.00 ~1.50Q(]0 ~,00 ~,~130.00 ~..000 $4,2~0.(~3 ~:50.~3 ~2,.~0.00 ~;K]I0.00 47g ADJ MANHOLE8 (TELEPHONE.) EA 9 $1,450 00 $13,050~0 $2~0~0,00 $i8,450.00 ~.00 $?,S60 00 $2,500.00 ~2,500,0Q %500CO 47g /<DJ MANHOLES (SA.~. SEVER) EA t2 $750.00 ~,00~ $: 4~00 317,2ag00 $1,3~.00 $1~,3~0.00 ~,00000 $24,00{3.00 $375.00 4~ RE~ OLD ST~UCT (SI~IALL) ER 18 ~eSO(~ $~5,300 0~ $~800~ $SS400~ ~&00 t~,450.00 $75000 $1~,~00.00 $32!i.00 ~,850.00 4~6 REM CLD STRUCT (PfPE <36"} LF 41~ $12 0C ~4.<J3~00 $14.00 $S,7.~4/,X3 $1~50 ~4,3t5.50 $1033 $4,110~0 $1100 $4.521 495 qEM O~.O STRUGT(P~=E>36'') Ur B85 $1§.00 $12,gv~5.00 $1g,CO $16,3g?.00 $11.5~ ~9.967.65 $10.0C ~8,630<X~ $15.?~ $13,5822~ 496 R EM OLD STRUCT (RA LROkD) EA 1 tS,27g.58 ~5,Z79 ~ $1!,00:).00 ~8,033.00 $2,31B.20 $2,315 2~ $t2,5CO.00 $',2,g~0.(30 $7,~XZ00 $?,50~.00 ~g6 REM OLD STRUC'I'(EIRIDGE] EA 1 ~3~,~gg2 $38.B4g.~2 $25(X)0.00 $~,000.00 $2B, 2~.00 $26,250.00 $27,000.00 ~27..0~,00 $3E,,{XX).00 $35,000.00 5(Z2 BARRICADES, SIGNS A,~'D I~RAFF""~C HANOLJNG MO 22 ~4,'.05 00 $~0.310.00 ~,000D3 $19~.0~0.~ $2,~1.50 ~.~6,1~C~ $~,500,DC $1~,1300CO $3.CO0.<~ 186,000.00 504 Z~EL5 OFF!CE ~10 22 $1.890.86 $37.:9~<J2 $3,,500.00 ~77,000.00 ~2,10000 f~6~.O000 f~,000.00 $1t0,000.00 ~,7000`0 506 CONSTRUC~'IOhl DETOUI~S (CL 3) SY 6,63~ $22.7', $,.50.748 g~ 517100 $112,846.00 $23.~.5 $155,6B1.10 ~38.g0 $244,g42.20 $3000 $1~9,14~.00 $12 CONCRETE TRAFFIC BARRIER {PORTAB:E,~F'URN, IRST, REMOVE LF 12,0(X3 $1843 $221,1~.0~ $12C0 $1~4,00~.0(3 ~.45 $101jk.~.00 ~2Sll ~301,320.00 $28,00 $312,000.00 5~ 2 POR~' CONC IRAF ~R [I~SVE & RESET) EA 2~:} $72 ;'8 $~,8,1~.00 $10013 ~Z.500.~3 ~7 57 $24,392.50 $1DN3 $2.70000 $1t.(X] 5~0 DRIVEWAYS (CONCRETE X~*) ~v 400 ~ :g $16.07600 ~35.0C $14,{XX)00 $29.~J6 $1f.86400 ~'58.00 $t5,200 00 $35.00 $14,00{].00 S$1 S.~OEWALK ~MPS EA 18 ~ 02 ~4 73436 ~ 0C $~1,900.00 ~.525.0D $9,45000 $650.00 $I1,7~3.00 ~3.00 110,800.00 ~ MONO MEDIAk~ NOSE EA 23 $2,05454 $47,2.~4 42 $~.~X00 $~g.$50.00 ~3,150,00 $"72,450.0~ ~2,750.(X) ~3.250.00 ~3,000.00 540 METAL BEAM GUARD FENCE If2 GAXTtI~, POST~ LF 2,060 $~1.50 $23,~J{3.00 $11 ~0 ~z3,600.00 $1209 $24,9~40 $14 $1 $2g.4?B~0 514.75 i~0,38S00 540 TERM~NCHOR SECT(12GA2 EA 8 I;3500<3 ~,800,00 ~7~) $~400.(~3 $330.?5 $2,~t~.00 $415.B0 $3,~264~3 1425.00 $3,400.1)0 ~50 TEMP CONST, FENC~ ur 7,88~ $5 50 $27,6~.00 52.~-~ $20.¢J~3Z0 $3~8 $29.027.~, $2.00 $t5,775.00 ~3.00 ~23,664.00 5~ 5' CHAIN LINK FENCE WI $ EIRAND BAR~EO W1RE ur 5,157 $1350 ~896t9,50 ~50 M8,~91.50 $t~.15 $73,~26 Z6 $13.50 $e9,619.50 $'~0,50 ~2 ~' BARBED ~RE FENCE Lc 2.73! $2.60 $7,100e0 S4.75 $12,972,25 $2.73 57,~.63 ~275 $7.510.25 $85O $23213.50 61a CONDUrr (2"~PVC,V, SCHED ~1~) LF 24.0~0 14.50 $106,0C~3.00 ~75 ~i~,oO~.(X) ~Z78 $4~,720.00 $2.~E] ~3~,~40~ ~2.90 618 CONDUIT (3"l({m~C X$ CHED 40] LF 1,2G3 $!~.~0 ~,8~X).O0 3510 ~.120,~30 3525 16.300. CO ~15.~0 ~8.~.00 ~,.50 $15 CONOU ff (4',v?vcxsc HED 40} LF 3,0~ $8.5~ $25,50~.00 $5.{X] $1.~.CO0.(:X) ~5,0g $1527000 ~S, 24 $1=.,Z2{].CO ~x35 ~lS CONDUIT ,:8'"~,PVCX$CHED 40) 'uc 3,0~} 120.D3 ~0.(X)0.CO St0.00 I~0,{XX].00 $$024 $30,720,00 ~.75 ~29.2S0`CO $1075 ~24 PULLBO XES EA 9 $~.IX) $4.50000 ~CO.00 ~3,~0,00 f~c~.{:}O ~3,594 00 ~41040 ~3,f~l~ ~425.00 (J~ FQcJNDATION$ FOR alum POLES EA 60 $100.00 ~i,000 00 ~)0.00 $3B,000.00 $~;~8S(X) $3~,2813.00 $~04.B0 $36,268.0C. ~i25,00 682 WORK ZO~.E PVt4T MARKJNGS)(4" ~ WHITE ~OUO PAINT Ur 24,,000 ~3,12 $2,6~0.{3C ~050 512,~30.00 ~0.!.3 $3.12000 $3,1~ $3,120.00 ~3,. 15 ~ WORI( ZONE PVMT MARKJNG~}(¢' } YELLOW SOLID PNNT LF 24,000 ~0.12 $2,8B0.00 ~050 $12,CO0.~0 ~,1~ $3.~,20/,X3 $0.13 $3,120.00 ~K), ! 5 ~ WORK ZONE PVMT MARKINGS (I-W.C~, EA 100 $3.00 ~300 00 $400 ~1~0.00 $3.1.5 $315,00 $~L24 $32400 $3,50 6~2 WORK ZONE FNMT MAR~NGS (II-Y-YJ EA 1,200 $3 50 $4.20(~CO ~,50 ~,4~.00 $3,68 $4,416.00 ~3.7~ $4,~36 [30 $a.00 ~4,~00.00 8e6 THERMOPLASTIC PVMT. MARKINGS (24")~rY I} ur 200 $10{30 $2,000~ $1100 ~2,200 CO $10.50 $2,100.00 $10.80 ~2,1~3.co St 1.00 $2.20000 ~ THERMOPLASTIC PVMT. MARKINGS{tS'XT~Ii LF (~0 sg.00 $5,4CO.0C $10,00 16.000.00 ~45 ~.$?0.00 ~.Z2 ~,832.00 $I0.CO $6,000.110 ~ pR E.F AR. PVI~I' MKNG~S ($YNI~OL)(WHr[E) EA 11) ~cm00',00 $2,000.00 ~20 ~(} ~Z200 CO $2'10.00 ~Z.ICO O¢3 $21~.00 $2, lin. CO $22§.00 $2,2'~1.00 f~ I~REFAB ~ MKNGS (LEGENO){~I'tffE] EA 10 ~0.00 $2,5~0.CO 1270`{30 32,700 {~ ~i250 $2,625.00 $270 00 $2.70~ $~00,CO ~3,000. CO 6T2 TRAFFIC 9L,'TTONS (~')(W) EA 1,200 $$ ~ $4.20~00 $4.00 14,000.0Q ~3,68 M,4~6.130 $3.73 ~,536.00 $4,CO $4 800,00 672 TRAFFIC guTTONS t4'"J[~WC} EA 1,200 $750 $9,000C0 ~!1.00 ~9,6000`0 $7.~ ~,4~.00 18.10 I~,T20.00 ~25 Sg,gco 6TZ $~GC,..~ BAR TILES ER 100 $15.00 $1,5Q0.CO $~.00 $2,00QCO $15.75 SI,b'7![CO $~6.20 $1,631).00 $17.00 ~1 TEMPTRAFIrICSIGNA1.SFORCONST.(INTERSECTION) EA ~ $25,0CO.00 $75,1X~.00 $10,C0~(Xi '~0,(X)0.00 t~,726~5 $2g. t8475 $10,000.20 ~CO(2~0 $'10,5QOCO .... ~6 RELOCATE TRAJ:FIC SIGNAL POLES EA $ $~.00 $1,5(X}00 $7,500.00 S2Z~OD ,I~,167,50 ~r?,582.50 ~.450.00 ~29,~N).00 ~g,700.CO $2g. 10~CO 40',0 TRENCH SHORING & BRACh~ Ur t0,2~ ~2.3g ~24,51g, G'1 $1.1~ $10~g. CO $1.05 $10,1'71,95 $1,CO ~:~,25g.00 $1.35 $13,84965 58G~ PAV~R$ iBRICK) SF 15,303 $1000 $1~,O30CO ~3.~D $53,~60`50 ~.,~3 390,g28.59 $7.?6 $118.$~,25 $7.00 $107,121,00 5~ffi, ROCK BERM INSTALL & REMOVE 'J= ~G~ $20.00 $11,9~0.C0 ~.~.00 ~!-~1,750.CO ~24~8 $14,68460 ~]0.00 $35,?CO.00 ~65.00 332,72~.00 D91~ CUR9 INLET PROTECTION EA ~, ~00.CO $7,2~0.CO 38500 $3,0~O.00 $47.2~f $~.7UI ~ $1/'5.00 16.300~0 $100.00 56'Z0 SiLT FENCE, INSTALL & ~EMOVE LF 1.?TO ~,~.',50 $4.42E,CO St ~0 $2,832 CO $1 .B9 $3~T46 30 $~ 65 $3,29'4.50 ~.00 PROJECT: IELT UNE ROAD PIIOJE(;T 91~ LENG'TN~ 2.2 MILE DATE, LIMIT~: (OENTON TAP RO~ TO ~TI4UR ~I-VD) TyPF.: 4 LAt~ D~dlO[D P~0JECT ENGIICEER: JOHN L MEAR~. P.E ZACHARY CONST. CORP ED I~U. CONST CO lJ LAMBRE¢#T Sf'l~ CONCRE'I~. INC. 'lr~EO P~.VING (~OMPANY ITEM 01E~tCRIIVT~ON UNIT (~JANITY UN[T EXTENSION UNiT ~O'~NSIO~ UNIT EXTE~I~¢ UNIT EXT~ UNIT FJO'ENION I~ICE PRICE I~ICE PR1CE *¢.'4 ADJUST 24'" WATER L'NE L~ 600 $1t6.95 ~G3,6~0.00 I11~.00 ~I~,~OC.00 ~'1'iZ3~ ~.lO.00 W2 1RON FITTING~ TON 3* $1.$00,00 ~3,3000G ~Z'~,0.00 $~.~).00 $10~0 33t&~0 ~3,00O.O0 ~l*.00O.00 W.4 CONNECT PROP 24"~'ATER UNE TO EX2,1"W&TER UNE F...A 6 ~.(N3.C0 ~302M.0~ 3~.3~0~0 $2e.,t00~O $14,700.00 ~6.300.~ PAVItiG C~AOING AND DR,tdI~G~ IMPROVEMENTS ~,8~,1~6.82 M,/~S,f~4.M ~7,24~,0t1.~1 17.~8,414.~ S7,7g~,~.~0 ALTERt~TE ITEl/FOR P&RTN~R~I~ 'IVORKSHOP $2,.~30,00 $?,~]0.~0 ~,2~0.00 $1.0~ $12.,000.G0 TOTAL BAgE 61~ WrrH PARTNERING ~.6~,ee5.82 96,7,B2,6,S4.04 S'7,251.2e1.4'. ~ 4.? t)'Z '