Loading...
ST9304-CS 981005 Beltline Road ENGINEER"s ESTIMATE OF PROBABLE CONSTRUCTION COST NO. CODE DESCRIPTION UNITS QUANTITY COMPOSITE EST, COST CONST, ROW PREPARATION 100 II00 PREP ROW ETA 123 $2,006 $246,726 PAVING D~MO~JTION $300,000 .. , DONST,~D.=. ET^ ,2~ ...000 .62.0oo sees 50~ EROmONCONTROL LF ._ 6._O09_' $2 $12.000 P~L~ ~62,~i~ ...... ~' "' $9D5,67'g 3020 50~ SAWED JOINTS(3') LF ...... 426 ....... $~ ........ 11o11o UNCLRDEXCAVDEN$CONT CY ..... 0 $0 $0 ,.o ,2o UNCLC.,.exC^VDe~SCO.T cv ....... S~0 0 $0 12o 132 EMBANK DENS CONT CY . 0 $0 260260 UME SLURRY ~Y A OR B TON 568 $80 145,435 260260 UME TREAT SUBGR DENS COSY 35[496 $2 $70 992 5ors502PAVER SF 15,303 ' "$~ .....$76,~1~ ., 50, ~,N ,,O ~C ~PEL ICL~X,~ C~ . . 5Jp_~_ -'7."'_.L S'8~ Z "'~.8~ 3N)360 CONCR.R, HEADEFI LF , 2_4_0~__$1__5__ $3,600 360503 CONC PAV (CONT FIEINF HY STL)(8 *} SY73,382 $2.5$1,834,550 360509 MONOCURE(6') LF _~_~_4_?,_68__~'~. S95,376 500 534 CC,NC ~PPR ELAES GY ...... {LN_CLUDED WI PAVING) 530~1 MCNOMEDIANNOSE EA 18 ___ _~_09_ _ 540 MTt. eEAM GO FEN (10 GA)(TIM POE1} LF275 $12 $3,300 540 505 TERMANCHORSECT(12GN EA ' T___"'~_$3_gS__ 590 8'CNAkNLkNKFENCE LF 8,000 $25 $200,000 TOTAL 14,396,530 DRAINAGE 464559 RC PIPE (SEWER){CL 111)(18 IN]LF 29 $25 $725 464561 RCPIPE($EWER){CLIII}(241N)LF_~,~' 20~ $32 $6,614 464562 RCPII~E(SEWER)(CLIII)(27IN)LF_0 ....... $__0 ..... 464563 RC PIPE ISEWERXCL 111l(30 IN)LF1,004 $36 $36,149 464Se4 RC PIPE {SEWBqXCL ,q(33 ~)~F 1,651 I40 $66,040 464~5~ RC PIPE IEEWER)(CL/11)(38 IN)I.F1,428 $50 $71,387 RC PIPE ($EWER)(CL 111)(3e IN)LF .......~S0 $0 46456~ RC PIPE (~EWER)(CL IIq(42 IN)LF1,4 ~ 3 $65 $8 ~ ,846 464561 RC PIPE {81EWER)(CI. 111)(48 IN)LF0 ~1 RC PIPE ($EWER)(CL 111l(51 IN)LF ....0 ....$0' .......... 464561 RC PIPE {$EWER}(CL 111)(54 IN)LF__~2"' 13~ .....$i~C) ....$1'~,~0~' 4845~E FIC PIPE (SEWER)ICL 111)(80 IN)LF221 $102 $22~542 _ 482544 RC°|SEIVER){5'X3~ LF 390 $110 142,915 465595 MANH(COMPL}IJ~JNCTBOX){TYP}EA_8 $2,160 $17,280 :F X 3' Y INLET EA 9 $2,500 $22,500 4' X4' Y INLET EA 1 $31500 $3,500 INLETCOMPLREC5* EA __ ~ $1!5~ 485 3508INLET COMPL PEC 10' EA ...... ~_5 $2,274 $56,850 465 3510INLET COMPL REC 14' EA 7 $3,406 $23.842 TOTAL $554.348 BRIDGE 420420 COLUMN3S' LF .... _0 ......$~_ _ 430432 CL B CONC RIPRAP CY 520 , ~$,?.00 $1 418 503 DRILLEDSNAFT°(le°m.) LF , 21_2 .......14_~)_ ....... 418 504 DRILLED SHAFTS (30' DIA,} LF 1,2_88 ~ _$83 $1~,9~04 ,le DRILL S,&FT 50' LE .. _0 .......... .~__ ......... 420 503 CLASS °A° CONCRETE CY _ _, 74 1400 42o 813 CLASS'C. CO.CRETE(AeU'n CY __ _ ~7 .... _$46_2._ 42o 514 CLASS'C'CONCRSTE(eEN1) CY ........1_4--5 .... ~ ...... __$49,95__6_ 420 544 CLASS 'C* CONCRETE (APPR. $LAB) CY119 $245 $29,155 42o ~ c coNcs. Ae cv L .... o ...... So ......... 422501 REINF, CONC. SLAB SF 20,041 $6 $120,246 425 PRE5TR COLIC BEAM TY 54LF 0 $0 $0 425 503 PRESTR. CONC. BEAMS (TY C)LF""2,82~ "' _ 142 _ $_118,464 42e SO~ CONC. SURF. TREAT. SY 1,7_88 .... .$1 ..... 442 ETR STEEL SHOE & ARMOR JOINT LB ..... .0_ ....... $__0 ........... ,,; 2o3 ,~MOR~NT LE _ .5._85__8 ..... $__3 ....... _$_~7.5_74_ 42o ~ CONC T-501 L, q ..... $q ......... ~_0_ 450 508 RAJUNG (TY T~e) LF 508 .... $_2_8 .... $_1_3_,20__88 TOTAL $662,993 UTILITY ADJUSTMENTS 4/9501 ~ MANHS IWATER) EA 4 _ _ _$)33. ....$3j33_2 4:11504ADJMANHONATERVALVEBOX)EA 10 ~ _$~_5_0 4/9501 ADJMANH(TELEPHONEI EA ...... 1~ ....S__e_33_ ..... 479501 ADJ MANH (SAN SEV/ER)EA 13 $833 $10,629 5025001BARRICADES SIONS & TRAFFICMO 24 $3~64 $54,336 504 FIB OFFICE MO 24 $1J8__0 $28,320 660 e~6 1HERMOPI.ASTICPVMTMKR5LF ......._4_7_2.09_ .....$__1 678 TRAFFIC BUTTONS EA 2,860 $5 $14,300 SUBTOTAL $3.082.910 CONTINGENCY (15%) $912,436 TOTAL I $6,985,346 NEWCOST.xls 1 of 1 7/30/98.8:56 AM