Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ST9304-CS 901130
DEC 4 DALLAS COUNTY PUBLIC WORKS November 30, 1990 ' . Mr. Steve Goram Director of Public Works - City of Coppell P.O. Box 478 Coppell, Texas 75019 Re: Belt Line Road Project 490-402/403 TMa'~6~thur Dear Mr. Goram: Attached for your information is the Monthly Construdtion Estimate #18 for the above referenced project. Please remit the amount of $2,313.23 for the City's portion of these construction costs. Your check should be made payable to Dallas County Director of Public Works at this office. Sincerely, W Dirgctor o orks Attachment JWB/gP~/d 411 Elm Street Dallas, Texas 75202 653-7151 PROJEC'r t 402 i,~ 403 MOeXIMG D~S CHARGED 'fO DA~E.: 313 P,O, ])OZ ]590 (X]NS'I~T/ON F,S'~]~'IT, # 18 COWTRACT ]ROaMT:$5,931,731.44***# Di~I.I.IL~, ~ 75221' FRO~: 10/1/90 TO: 10/31/90 PROJECTED QUINTi~ 'II-ID IISCR]YrlON glfIT QUMi'rI~ TO-DATE PRICE PRO,TEC~ 402 !M I~OLhCIST SEMDINS SY 27318 0.20 ?4q Fi.E! BASE 'H A, GR 1, CL 3 (DEL,DC/ CY 260 34.30 260* LIE SLURRY TY A OR B TON 116V.3 695.8 46.50 41,654.7C 26n* L.I~!_' TREATED SUGBRADE, DC SY 86~56.3 66355.55 1.20 79,626.6{ 34C H~:-.? -"~ B TON 149 68.00 342 HM3. i T/D (2") TON 50 71.00 350 HOT ~ COLD LAID ASPHALT TY A TON 40 50. O0 369* CON~_rTE PIkVEMENT RE]]tFORCED B" SY 81110.8 31740.84 11.59 367,876.34 3eC.* 6" Mi:[':' CURB LF 32125 15846.4 1.25 36 [, CC'!~ _'?.ETE STREEI HEADER LF 137 6.00 16~ CON.'.~'TE RAILROAD HEADER LF 328 233 12.00 2,796.0C 416 DRILLED SHAFt 30" LF 3414 3471.46 49.60 172,184.42 416 DRTI.T.ED SHAFt 36" LF 460 484.47 60.25 29,189.32 421' CL I CONCRETE HEAIIaJi & WI]K]WALL C¥ 73.1 78.04 247.00 19,275.88 421 CL A CONC {PIPE ONLY CY 80.3 68.45 350.00 23,957.50 421 CL C COLIC CULVERT CY 264.3 264.3 275.00 72,682.50 421 CL C COLIC SLITICE 6RATE STRUCTURES CY 77.6 77.6 670.00 51,992.00 421 CL C COLIC ABFrMEWr CY 208.8 208.8 210.00 43,848.00 421 CL C CONC BENT CY 256.1 256.1 2]0.00 53,781.00 422 REINFORCED CONC SL]~B SF 60206 60206 6.80 409,400.80 4o,_~ REIA3!NG WALL SF 27.7,6 2706 46.00 108,240.01 42~ FEE-~77r, ESSED CONC BEAM T~ C LF 'lEe..9 7169.9 44.00 315,475.6C 425 ?REST'riSSED CONC BEAM Ti I%' LF 1436 i436 44.00 63,184.00 42e CON.' SURFACE TREATMENT SY 6689 5574 9.50 2,787.0C 43.3* CL l: CONC RIP R~P · CY 3.°4.1 293.05 145.00 42,492.25 432 CL ~ :.3~|CRETE FLL~M][ C¥ i7.2 14.9& 200.00 2,996.[C 432 :L .~. ?'3t4C RIP RIP CY i'.--'. ]44.5 155.q3 22,397.:_"7 4j2 .'f A .3ROLrrED ROCK RIP R.~.P CY i16 272.2 75.00 20,415..'JC 43~. PRE.:i.L~.D .]OIliT SEAL 2 1/2"(P,]S) LF 501.6 358.3 11.50 4,120.45 440* REIN?-.9~CING STEEL LB 170146 176677.99 0.44 77,7]E.32 442 S"rRDCTURIL M'EEL ~ & M .3{)I]11' ~ 13569 13569 I.(M3- 13,%9.(M3 465 FIlE S5~F. RS CL Ill 2~" RCP LF 630 697 ]g.n.n 465 }iPE SEWERS CL lll 24" RCP LF 1952 3895 22.00 41,690.00 465 PIPE SBIERS CL III 2T' RCP LF 299 297 25.00 7,4/5.00 402 & ~ Dan:n/ol/ge 465 P~PE SEIO~S CL 1'~ 30" BC~ LF 1011 1070 29.00 31,038.00 465l P3E ~ CL I~ ~ [t~ LF 2178 2170 39.00 84~630.00 465 P/I:'E ~ CL *rrt 42*' BC'P LF 242 242 50.GG 12,100.00 465 PIPE SEllERS CL III 48" RCP L!' 1434 1434 59.00 M,606.00 465 PIPE ~ CL 13:1 54" RCP LF 2000 1984 75.00 148,800.00 465 ' PIPE SB/~S CL KI 60" RCP I~ 859 877.5 88.00 77,220.00 465 PIPE ~ CL 1~/30" I~CF LF 264 ZI8 33.00 7,194.00 465 P~PE ~ CL ~ 60n ~ LF 100 108 119.00 12,852.00 465t 36 31CH P~E PM~GS F.~ 2 2.00 175.0G 350.00 470* !~DtOLE CG!~LL'I'E 4' D~u~ El 9 8 2,475.00 19,800.00 410 IllLET COMPLETE RE~ 8' El 33 21.5 1,600.00 34,400.00 470* ~ ~ RECT, SSED i0' El 5 2.5 1,800.00 4,500.00 470 INLET COMPLETE RECESSED 12' El 1 3 1,950.00 5,850.00 470 IllLET COMPLETE ~,ECESSED 14' FA 2 2 2,290.00 4,400.00 470 INLEI COeLE!'E SPECIIL Y 5' X 5' El 1 1 1,200.00 1,200.00 470 INLET CO~LETE SPECIIL I 4' X 4' Et 3 3 1,000.00 3,000.00 470 INLET COMPLE!'E_'_ ~ 3' X 3' EA 7 4 850.00 3,400.00 470* ~ COELEit 2 GRITE El 2 2 950.00 1,900.00 476** JIttl/BORE PIPE 18" LF 113 62 105.00 6,510.00 479 PLUG IND kBO~ !~OLE Et 5 I 150.00 15O.OO 496 REMOVE OLD ~U?TURE LIRGE E~ 3 3 12,D00.03 36,000.00 496 REMOVE OLD S'I~U,:'I~ SMILL El 4 7 500.O D 3,500.00 496* REMOVE OLD F~r. TTFOE PIPE LT/E 18" LF 347 555 5.00 2,795.00 496 REMOVE OLD .q.'llr. U:l'lYgE PIPE Gl 18" LF 622 583.5 5.09 2,917.50 496 REP/DVE OLD SlT. l_'lllRE CULVERT El i i 7,000.~' 7,000.00 530 CONCRETE CUE L~,"D GlYI~ 24" LF 442 9.85 530* CONCRETE DRIVF.')!~ 6" CL ) SY 1742 608.5 18.70 11,378.95 530 CONCRETE CUE 6" LF 221 534 CONCRETE tPPEi.'-.Tfi SLE CY 254.1 169.91 185.~C 31,435.20 536* CONCRETE If~D',_L~ CL B SY 149E 15.25 536* MONOLIliEC IE. iAN NOSE El 10 365.00 540 le~G~ (P051 5'-6' Li~ (12 GIUGE) LF 1350 10.00 540 TER!(I~ ANtltOR SEtlION El 24 315.00 590 CH1LIN L]]iK SECUILT~ tl]iCR LF 135 130 15.50 2,015.00 496** RENOVE OLD STRI~ SMILL El 4 500.00 618' CONDUIT 2" PVC SCltEDULE 40 LF 5434 913 1.75 1,597.75 618 CONDUll 3" PVC SCHEDULE 40 LF 847 622 3.50 2,177.00 676 TRAFFIC BM REFL. 4" (P-15-1d) E]~ 1548 4.80 2030A 12" DUC"ll'LE I'RCK W~TER MAIN . LF 260 276.4. 35.00 9,674.00 L70305 12" DUC'III~E _i. 2K kl~TER M)IN ON BFj'i65 LF E55 855 102.~. 87,618.00 L~331 12" Sk),'ITARY SF.,~'ER PIPE LF t13 12'- 3C/.OD 3,600.00 2031A** 12" S~'ITARY SF~_R, OPE~ CUI LF 65 5E 70.00 4,060.00 2033 12" GATE Vlm. LVE~ El 4 4 850.00 3,400.00 2036 SKNIT~.I S~ MXNHOLE 4' DIX . EA I '. 2,r~30.00 2,600.00 2037 SAIflTARY SD,~.~ MAIldOLE TY A EJ~ i 2,200.02 2,200.00 2c~0 ~J1l.~7 WATER ~.'E.~ EA ~ = 15C..?.7 450.00 ?C~tl ASJUSi WAIEK ';LVE COVE~ &RISER HPE EA ~ ii i5C..C,: 2,700.00 2{)..12 ADJ!JFI F-XI~G SANITARY SEWER MAIk~HC. LE EA 5 ~- 500.0C 2,500.00 2043 ]kDJUST AND/OR RELOCATE FIRE HVDR).NT EA 18 1E 1,150.00 20,700.00 ,r.~' :F. EN"F SITFF'~F7 , ..... :r-' C'.:_.' ' '~; :"' ., ,. ~",'c'FV ': ; ...... , .... "~'.* :7' !V' W..'.'_'~.; .?' .... '%-" :,~Jt'.'* KELC,CA~E O~ At.: FiK?., HYDKA)~i EA 2 ~ 1,153.0C 1,150.00 · * TAPPING SLEEVE K./VAI,VE EA I 1,750.00 # 12" WATEF~ MAI)4 EXPANSION JOIN'i EA 2 2 5,500.00 11,000.00 TOTAL PROJECT 402 3,050,552.64 PAGE 2 PIi~CT 4433 164 ~ODCL.q'r SEZDIIN3 SY 26215 0.20 ;160 LIME SI,UPJ{Y ~ ik OR B ~3{{ 483 ~3.49 46.50 12,252.29 260 LIRE TRF~ED SUG"BRDE, DC S'Y 35980 19517.T/ 1.20 23,421.32 350 }lOT RIX COLD {.i*m ASPHN, T TY i ~ 10 50.00 360 CONCRETE P~VDEI{T BE!NFORCED 8" SY 34091 16269.38 11.59 188,562.11 360 6" RONO CURB LF 16402 4565 1.25 5,706.25 360 COliCRE'rE S'?REET HF. ADER LF * 45 6.00 416 DR~q.T.k*n S'H~.m~Y 30" LF 1510 15a, B.t7 49.60 76,789.23 421 CL C CONCRETE JURCTION BOX C"V 55.2 5?.8 305.00 16,104.00 421 CL A CONCRETE HEADWALL & ~IN~ALL CY 52.9 52..c 2a.7..00 13,066.30 42] .n_ A CONC HEAEMM. L PIPE L*~.'~¥ CY 31.9 24.E~ 350.00 8,617.00 421 CL C CONC CULVERT C~ 35.2 22-.7~ 775.00 421 CL C CONC S3~iGLE BOX CIP~V~,T** CY 2229.8 2218.69 150.00 332,803.50 421 CL C CONC ~BU'I'MD~ CV 69.6 69.6 210.00 14,616.00 421 CL ~ CONC BENT ,..'~ 86.4 86.-'. ?10.00 18..144.00 422 REINFORCED CONC SLAB SF 22936 2293:. 6.80 155,964.80 425 PRESTRESBED CONC BEAM ~ '_ ~F 3186.6 3166.;, 44.00 140,210.40 4~ CONe SURFACE TREATME~ SY 2548 25~:.'_ O. 50 ~ ,274. O0 432 CL B CONC-RIP RAP *?'.,* 324 6~..:'~ 145.00 9,920.90 432 T~ ~ GROUTED ROCK RIP ~,_~ CY 37.2 66.64. 75.00 4,998.00 4%~ PREFORMED JOINT SEAL ~ ~./~'(P.]S) LF 2~5 21=. )1.50 2,47P.50 440 .REINFORCING STEEL L~_ 56189 5916C~.5-[ 0.44 26,030.77 .~4.:, .REDIFORCING STEEL** LF 364263 36971r... 5 0.44 162,672.62 442 STRUCTURAL STEEL SHOE & )_~_MOR JOINT LB 5815 5~15 1.00 5,815.00 450 RAIL CONCRTE T502 LF 1376 68~ 22.00 15,136.90 465 PIPE SEWERS CL III 18" RCP LF 195 ~ 17.00 1,496.00 465 PIPE SEkq~RS CL Ill 21" RCP LF 769 612 19.00 11,6~8.00 · 465 PIPE SEWERS CL TTT 24" RCP LF 478 ~ 504 22.00 11,088.00 465 PIPE SEWERS CL ]II 2T' RCP LF 84 78 25.00 1,950.00 465~ PIPE SEWERS CL lII 345" RCP LF 885 75C 39.00 29,250.00 465 PIPE SEWERS CL IlI 48" RCP LF 97 97 59.00 5,723.00 465 PIPE SBHIS CL III 54" RCP LF 102 104 75.00 7,800.00 465# 36" PLUGS ~A '_ !75.(N3 9.OO ' 470 _nU. FI' COMPLETE RECESSE i' L!. 6 ' 1,603.00 6,40Q.00 470 Lh~ET COMPLFIE RECE.cSSL :.' (MDDIFIED) ~ 10 ~ = ~ ann OD 1!,99C'.n~ dTn rk~..KT cOMPi,ET~ RECESSF/:C' (M~DIFIED) EA 6 4.= 1,950.00 8,775.00 ,. -, 4.c~ REMOVF. OD STRUCfURE PIPE- ~ 18" LF 777 76~. 5.00 3,MO.O0 496 RF3+~VE OLD STRUCTURE CI~';E~7 EA 1 7 0¥+ 0~ :~n _~RIt'K PAVERS (H.T'JLP~.'_ 2) S'.* ~ 53" R~V5 AND_ REPL)_?E B.=.].:K .:AYL=.S S*.: 36 F,~4 CONCRETE APPROACH SLAB ~ 84.~ 42.4~ ]85.00 7,858.80 536 CONCRETE MEDIAN CL B S¥ 233 !5.20 ~ RBd~F (IN3S"r 5'-G' LM {12 GI~{)G'E) LP 2){)0 10.00 .., ....: ~,, . . . / ~"',*"' .c*R--".'~2 'i .~ ' .'- ~, , .. ~'/? 6"X 6" JIGGLE BARS (REFL.) TY I-C EA 50 10.70 676 TRAFFIC BUTIONS REFL. 4" (P-15-W) FA 564 4.BO : x.~F '% ~L~ ~E4~2 S 4O3 ~76 TRAfirlC BUTR]$1311 REFL. 4" (Po74~) EA %2 2.~ ~10 ~ ~ ~ ~ 13~ 13~ 0.~ 6~,~ G~ ~ ~ ~ ~.8 ~.8 ~.~ 1,~.~ ~ ~ ~3 1,~1,~.~ ~ ~nJ7~ ~ 1 1 ~,~ -~ ~,~.~ ~2 B~C~, a~ ~ ~C ~ ~ ~ 18 2,~.~ 45,~.~ ~ ~ ~ ~ 24 18 1,~.~ ~ ~ ~ ~ ~ ~ ~ 18.4 ~.~ 1~.~ ~1~ .9 ~ ~S SPEC~ ~~ ~.~ ~ ~ L~S LIQ~I~ D~GES ~.~ S~ ~ ~,473,~2.91 D~'0FP~LIC ~ A~ 1~ ~ ~ ~ ~ ~C~ D~ $218,613.49 TO: kUDITOR FU)F~]3iG SPL_'i FROM: PUBLIC MOP, KS 490-403-831-4. $17,257.26 498-403-831-4. $0.00 '490-402-831-4 $169,454.35 * C!tANGE ORDER NO. 1 COPPELL (11.82%) $2,313.23 ** CKI~GE ORDER NO. 2 CM~OLLTOW(14.41%) $29,588.65 t CMAMGE ORDER RO. 3 DISURAMCE EIPIRES 1/1/91 TOTIkl. TUNDII~3 $218,613.49 BEL~r ~.rff. 402 & 40~ DaTE:ll/30/90 PROJEC~ 403 164 BROADC~,~T SEEI)]]~G S~ 26215 0.20 260 LIME SL~,RY TY I OR B TON 483 263.49 46.50 12,252.29 260 LIME 11~FATED S~GBRADE, PC SY 35980 19517.77 1.20 23,421.32 350 B(r[ MIX COLD I.I~B ASPMALT T/A TOIt 10 50.00 360 COMCKETE PiVEMEMT REIMFORCED 8" SY 34091 16269.38 11.59 188,562.11 360 6" ~ CURB LF 16402 4565 1.25 5,706.25 360 COMCRETE S~REET }~/DER LF 45 6.00 416 D~]TJ.FA~ SHAFT 30" LF 1510 lr-~8-17 49.60 76,789.23 421 CL C COMCRETE JUMCTIO~ BOX CY 55.2 52.8 305.00 16,104.00 421 CL ~ CONCRETE ~LI. & WII~WALL CY 52.9 52.9 247.00 13,066.30 421 CL ~ COMC HEM]WALL PIFE O~ILY C"/ 31.9 24.62 350.00 8,617.00 421 CL C COMC CUL~Et~ CY 35.2 22.78 275.00 6,264.50 421 CL C CO~C SIB~]LE BOX CULVERt'** CY 2229.8 2218.69 150.00 332,803.50 421 CL C COMC IRU'EME~T CY 69.6 69.6 210.00 14,616.00 421 CL C COLIC BEMT CY 86.4 86.4 210.00 18,144.00 422 ~CED CO~C SIAB SF 22936 22936 6.80 155,964.80 425 PP, ESTRF~SE~ COMC BEAM T/C LF 3186.6 3186.6 44.00 140,210.40 428 CORC SURFACE TREAI~1tT SY 2548 2548 0.50 1,274.00 432 CL B CO}tC RIP RAP CY 324 68.42 145.00 9,920.90 432 TY A 8ROUTED ROCK RIP RAP CY 37.2 66.64 75.00 4,998.00 436 PREFORME~ JOIIIT SFAL 2 1/2"(PJS) LF 215 215 11.50 2,472.50 40 P, EII~ORCIMG STEEL LB 56189 59160.84 0.44 26,030.77 440 RKIMFORCIMG STEEL" LF 384263 369710.5 0.44 162,672.62 aa? STRUCTURAL STEEL SHOE & M JOIMT LB 5815 5815 1.00 5,815.00 450 RAIL CO~CRTE T502 LF 1376 688 22.00 15,5.00 465 PIPE SEWERS CL III 18" RCP LF 195 88 17.00 1,496.00 465 PIPE SEWERS CL III 21" RCP LF 769 612 19.00 11,628.00 465 PIPE SEWERS CL III 24" RCP LF 478 504 22.00 11,08~.00 465 PIPE SEMERS CL III 27"' RCP . LF 84 78 25.00 1,950.00 465~ PIPE SEWERS CL llI 36" RCP LF 8~5 750 39.00 29,250.00 465 PIPE S~{EP, S CL III 48" RCP LF 97 97 59.~3 5,723.00 465 PIPE SEWERS CL III 54" RCP LF 102 104 75.00 7,800.00 465~ 38" PLUGS FA 0 175.00 0.00 470 E C(MPLETE RECESSED 8' FA 6 4 1,600.00 6,400.00 470 IMLET C(]MPLETE RECESSED 5' (MODE) EA 10 8.5 1,400.00 11,900.00 470 IMI'T COMPLETE RECESSED 10' (MODIFIED) EA 6 4.5 1,950.00 8,775.00 470 E M 4' Y (SD-11,MODIFIED) EA 3 3 1,250.00 3,750.00 496 R~I~OVE OLD STRUCTURE PIPE ~T 18" LF 777 768 5.00 3,840.00 496 REMOVE OLD STRIJCTURE CULYERT EA 1 1 7,000.00 7,000.00 530 BRICK PAVE1~S (BOY.LIVID I) SY 2 250.00 530 REMOVE AI{D REPLACE BRICK PAYERS SY 36 100.00 534 COSCRETE APPROACH SLAB CY 84.7 42.48 185.00 7,868.80 536 M MEDIAM CL B SY 233 15.20 540 MBGF (POST 5'-6' LE~'TH (12 SA]]GE) LF 300 10.00 540 TERM~ AMCBOR SECTIO]~ EA 6 315.00 618 COM)UI~ 2" PVC SCHEDULE 40 LF 1676 1.75 618 COMDUI~ 3" PVC SCHEDULE 40 LF 786 3.50 666 18" S'I~P BAR LF 44 7.00 72 6'~X 6" JIGGLE BARS (REFL.) TY I-C FA 50 10.70 676 TRAFFIC B~I"I'OMS REFL. 4" (P-15-W) FA 564 4.80 PAGE 3 B~.T ~ 402 & 40~ D~E:ll/30/90 676 'I'P,!~C BUTTONS lION REFL. 4" (P-7-1) F~ 562 2.20 2041 N)JUS'I ~ V~L~ CO~[ER & ~i~R PIPE EA 4 15d3.(K) ~ ADJUST NXY-~"i'IBS 4.010 ~ ~ ~ ~ ~ 13~ 0.~ 697.~ G~V~ ~ { ~ ~.8 ~.8 ~.~ 1,~.~ ~2 B~, SI~S ~ ~C B ~ 2~ 18 2,~.~ 45,~.~ ~ ~ 0~ ~ 2~ 18 1,~.~ ~,~-~ ~" D~ ~ OB P~ D~ ~ 18.~ 7.~ 1~.~ The above ile~s and materials ~XYTAL WORK TO DATE ~4,788,950~43 were insia31ed and/or received LESS RETAINAGE (5%) $235,447.52 in the amount &quantities shown: DIFFERENCE $4,473,502.91 LESS ~EClAL DEDUC'rI~ ii3{Si~EC.I, OR DATE L~ LTQI]'IDATED D~6~ $0.00 SUB 'I'CIAL $4,473,502.91 ENGB DA'Iq~ L~ PREHOUS PA~ $4,254,889.42 { ~ {r218,613.49 D~t"'IX3{{ OF P{C WDRKS DA~ FROM: PUBLIC WORKS 490-403-831-4 $17,257.26 498-403-831-4 $0. O0 '490-402-831-4 $169 ,~54.35 * CHANGE ORDER MO. 1 COPPELL (11.82%) $2,313.23 ** CHAN(]E ORDER MO. 2 CARROLLTON(14.41%) $29,588.65 # CHANGI~ ORDER NO. 3 IMSIPANCE EXPIRES 1/1/91 TOTAL FUNDI]tG $'218,613.49 BELT ~ 402 & 4433 D~'1%:11/30/90 ROaD N~E: BELT L]~ LIMITS: (MACaRTHUR BLVD p~ ~ ~ ~ ~3 ~ ~YS ~ ~ DA~: 3~ CONTRACTOR: BUSTIX PAVINB COMPANY P.O. BOX 1590 CONSTRUCTIG8 F, STINATE # 18 CONTRACT NNOUNT:$5,931,731.44***# DaIJ.la, Tl~lltq 75221 nu3m: lo/1/9o ~o: lo/31/9o PROJECTED QUMITi'TY 13NIT THD DESCRIPI'ION UNIT QUANT/TY TO-DATE PRICE AFaOUNT PROJECT 402 164 BROADCL%'T $EEDI]IG $Y 27318 0.20 249 FLEX BASE TY 'A, 6R 1, CL 3 (DEL,DC) CY 260 34.30 260* LIME SLURRY TY A OR B TON 1167.3 895.8 46.50 41,654.70 260* LIME TREATED SUGBRADE, DC SY 86206.3 66355.55 1.20 79,626.66 340 I~IAC T/B TON 149 68.00 340 HMAC TY D (2") TON 60 71.00 350 HOT MIX COLD W.RTD ASPHALT TY A TON 40 50.00 · 60' CONCRETE PItVEI~NT REINFORCED 8" SY 81110.8 31740.84 11.59 367,876.34 360* 6" F~ONO CURB LF 38125 15846.4 1.25 19,808.00 360 CONCRETE STREET HEADER LF 137 6.00 360 CONCRETE l~a'~JaOAD HEADER · LF 328 233 12.00 P-,796.00 416 DPJI/3~ SHAFT 30" LF 3414 3471.46 49.60 172,184.42 416 DI~q'LLED SHAFT 36" LF 460 484.47 60.25 29,189.32 421' CL It CONCRETE HZ3INALL ~ WING~I.L CY 73.1 78.04 247.00 19,275.88 421 CL A CONC HEAI3&mI.I. P33PE ONLY e/ 80.3 68.45 350.00 23,957.50 421 CL C CONC CULVERT CY 264.3 264.3 275.00 72,682.50 421 CL C CONC SLUICE 6RATE STRUCTURES CY 77.6 77.6 670.00 51,992.00 421 CL C CONC ABIrYNEFY CY 208.8 208.8 210.00 43,848.00 421 CL C CONC BENT CY 256.1 256.1 210.00 53,781.00 4/2 REINFORCED CONe SI33 SF 60206 60206 6.80 409,400.80 423 RFYAINI~ WALL S[ 2706 2706 40.00 108,240.00 425 peED 038C BEAM TY C LF 7169.9 7169.9 44.00 315,475.60 425 p~ED CONC BF3~ TY IV LF 1436 1436 44.00 63,184.00 428 CONC SURFACE TREATMENT SY 6689 5574 0.50 2,787.00 432* CL B CONC RIP RAP C~ 394.1 293.05 145.00 42,492.25 432 CL B CONCRETE FLUME CY 17.2 14.98 200.00 2,996.00 432 CL It COLIC RIP RIZP Cx/ 144 144.5 155.00 22,397.50 432 TY A GROUTEl) ROCK RIP RAP CY 116 272.2 75.00 20,415.00 436 PREFORMED JOINT SEM~ 2 1/2'*(PJS) LF 501.6 358.3 11.50 4,120.45 440* REINFORCII~ STEE LB 170146 176677.99 0.44 77,738.32 442 STRUCTURAL STEEL S}N3E & ARN3R JOINT LB 13569 13569 1.00 13,569.00 450 RaIL CONCRTE T502 LF 3648 2352 22.00 51,744.80 465 PIPE SEWERS CL III 15" RCP LF 151 100 16.80 1,600.00 465* PIPE SEWERS CL III 18" RCP LF 1931 1748 17.00 29,716.00 ~65 PIPE SEWERS CL LTI 21" RCP LF 630 697 19.08 13,243.00 465 PIPE SEWERS CL I~ 24" RCP LF 1952 1895 22.08 41,690.00 465 PIPE SEWERS CL III 2T' RCP LF 299 297 25.00 7,425.00 Pt~t}E 1 DNl'E:11/30/90 BEL'~ LIM 402 & 403 465 PIlE SEla~ CL rrl 30" RCP LF 1011 1070 29.00 31,030.00 4654 PIPE SINERS CL 1332 36" RCP LF 2178 2170 39.00 84,~30.00 465 PIlE SINERS CL 13I 427" RCP I~ 242 242 50.00 12,100.00 465 PIlE SE~ CL Ill 48" RCP LF 1434 1434 59.00 84,606.00 465 PIlE SINERS CL TTT 54" RCP LF 2000 1984 75.00 148,800.00 465 PIlE SEWElS CL III 60" RCP I/ 859 877.5 88.00 77,220.00 465 PIlE SEllERS CL IV 30" RCP LF 264 218 33.00 7,194.00 465 PIlE SEWERS CL IV 60" RCP LF 100 108 119.08 12,852.00 4654 36 INC}I PIPE PLUGS El 2 2.08 175.00 350.00 470* MANHOLE COMPI._k"~ 4' DIA El 9 8 2,475.08 19,800.00 470 INLET (IMPI/IE RECESSED 8' El 33 21.5 1,600.00 34,400.00 470* INLET CGMPLE~ RECESSEl) 10' El 5 2.5 1,800.08 4,500.00 170 ]~LET COMPLFI~ RECESSED 12' EA 1 3 1,950.00 5,850.00 470 INLET C(MPLE~ RECESSED 14' El 2 2 2,200'.00 4,400.00 470 INIE COMPLETE SPECIAL ~I 5' I 5~ El 1 1 1,~X).00 1,200.00 470 ]iNLET COMPIZIE SPECIAL Y 4' ]~ 4' El 3 3 1,000.08 3,D00.00 470 INLET COMPIZI~ ¥ 3' I 3' El 7 4 850.08 3,400.00 470* INII'T COMPLETE 2 GRATE El 2 2 950.08 1,900.00 476** JICK/BORE PIPE 18" LF 113 62 105.00 6,510.00 479 PLII6 AND M MMtPiOLE El 5 1 150.00 150.00 496 REMOVE OLD S'tRIIC'IV~ IARGE El 3 3 12,000.08 36,000.08 496 RENOVE OLD S'l~ Sle/I. El 4 7 500.00 3,500.00 496* REMOVE OLD S'IR~ PIPE LT/E 18" LF 347 559 5.00 2,795.00 496 P, IM~VE OLD STRIICTIRE PIPE ~'T 18" LF 6T2 583.5 5.08 2,917.50 496 REMOVE OLD S'IRU~ CULVERT El 1 1 7,000.00 7,000.00 530 CONCRETE CIJP, BAND 6UTI~ 24" LF 442 9.65 530* CONCRETE DI~ 6" CL A S~/ 1742 608.5 18.70 11,378.95 530 CONCRETE CURB 6" LF 221 3.90 534 COIICRETE IPPRO]~CH SIAB C~ 254.1 169.92 185.00 31,435.20 536* CONCRETE MEDIAN CL B BY 1498 15.20 536* MONOLITHIC MEDIAN NOSE El 10 365.00 540 MMF (POST 5'-6' LEN~ (12 6AU6E) LF 1350 10.00 540 TERMI lltCltOR SECTIOli El 24 315.00 590 CH~ ~ SECUiHTY I~E LF 135 130 15.50 2,015.00 496** REIIOVE OLD STRUCTURE SMILL El 4 500.00 618' COMDUIT 2" PVC SCHKDULE 40 LF 5434 913 1.75 1,597.75 618 COMDUI~ 3" PVC SCHEDULE 40 LF 847 622 3.50 2,177.00 676 TRIFFIC BIL~fOMS REFL. 4" (P-15-W) El 1548 4.80 2030A 12" ~ IRO]t k]ITER M LF 260 276.4 35.08 9,674.00 ~330B 12" DUCTIll IRO]i WATER M 0}t BRIDGE LF 859 859 102.00 87,618.00 2031 12" SIIflTIRY SEI~ PIlE LF 113 120 30.00 3,600.00 _'J~-'.ll**12" Sllfl]'tRY Stl~, OPEN CUT LF 65 58 70.D0 4,D60.00 2033 12" GATE VILVES El 4 4 850.00 3,400.00 2036 SIN1TIRY SEWER I~LE 4' DIA El 1 1 2,600.00 2,600.00 2037 SANI~ SIS]ER MINHOLE ~"/A EA 1 1 2,200.00 2,200.00 2041 ADJUST WATER VALVE COVER &RISER PIlE El 23 18 150.00 2,700.00 2042 If)JUST EXIS'IIM SlR'I~ SE~ MAi}iOLE EA 5 5 500.08 2,500.00 2043 IDJUST IND/08 REIX)CATE FIRE HIq)RANT El 18 18 1,150.00 20,TDU.DU 4010 TRENCH SUPI~ S~/S'I~ LF 6572 6572 0.50 3,286.00 180D* 12" PVC WATER LF 100 35.00 ** TAPPING SLEEVE W/VALVE EA 1 1,750.00 t[ 12'* WATER MlI]l EIi:'I!ISIG!I JOINT El 2 2 5,500.00 11,000.00 TOTAL PROJECT 402 3,050,552.64