|
A B C D E = H I K L N 0 Q R T U W X Z AC
<br />1 AB_BID_TOTAL_FUNDING (QUANTITY UPC ;08.22-02) 8-26-02 REV.98-02
<br />2 '' TOTAL PR0JEC7 A$-BID ODOT-TE DE DICATED ODOT-TEA-21DEDICATEO OCOT-TEA-21 NON-0EDIC. C0E4tECIPATH CITYSTORM/D BeR FEE CITYSTORM/SDC CITYSINE PATHI9Dt.
<br />3
<br />4 N0. ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITV AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT OUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT CHECKS
<br />5
<br />6 MOBIL IZATION AND TRAFFIC CONTROL
<br />7
<br />8 10 ON-THEJOB TRAINING HOUR 500.00 1.00 500.00 500.00 500.00
<br />9 20 MOBILIZATION LS 1.00 85,822.00 85,822.00 1.00 85,822.00
<br />10 30 TEMPORARY PROTECTION 8 DIRECTION OF TRAFFIC LS 1.00 4,390.00 4,390.00 1.00 4,390.00
<br />11 40 FLAGGERS HOUR 200.00 34.00 6,800.00 2oo.ao s,eoo.oo
<br />12 50 EROSION CONTROL LS 1.00 2,090.00 2,090.00 1.00 2,090.00
<br />13 60 AGGREGATECONSTRUCTIDNENTRANCES EACH 12.00 940.00 11,280.00 12.00 11,280.00
<br />14 70 SILT fENCE,SUPPORTED M 1,273.50 16.00 20,3]6.00 1,273.50 20,376.00
<br />15 80 CONSTRUCTIONISILTFENCE, SUPPORED M 445.00 12.00 5,340.00 445.00 5,340.00
<br />i6 90 PERMANENT SEEDINGANOMULCHING LS 1.00 14,000.00 14,000.00 1.00 14,000.00
<br />17
<br />1B ROAD WORK
<br />19
<br />20 iD0 REMOVAIOFSTRUCTURESANDOBSTRUCTIONS LS 1.00 3,410.00 3,410.00 1.00 3,410.00
<br />21 110 CLEARING AND GRUBBING LS 1.00 2,640.00 2,640.00 1.00 2,640.00
<br />22 120 EMBANKMENT IN PLACE M3 6,798.00 20.00 135,960.00 6,796.00 135,960.00
<br />23 130 FINISHING ROADBED AND SLOPES M2 21,600.00 0.83 17,926.00 20,000.00 16,600.00 1,600.00 1,326.00
<br />24 140 SUBGRADEGEOTEXTILE M2 3,710.00 2.20 8,162.00 3,710.00 8,162.00
<br />25
<br />26 DRAIN AGE AND SEWERS
<br />27
<br />28 150 200 mm STORM SEWER PIPE M 174.00 fi7.00 11,656.00 174.00 11,658.00
<br />29 160 250 mm STORM SEWER PIPE M 2.30 139.00 319.70 2.30 319.70
<br />30 170 300 mm STORM SEWER PIPE M 57.40 66.00 3,788.40 15.40 1,016.40 42.00 2,772.00
<br />31 180 450 nIm STORM SEWER PIPE M 39.00 74.00 2,886.00 39.00 2,886.00
<br />32 190 600 mm STORM SEWER PIPE M B.DO 121.00 968.00 8.00 968.00
<br />33 200 900 mm STORM SEWER PIPE M 40.00 127.00 5,080.00 40.00 5,060.00
<br />34 210 2501900 TEE EACH 1.00 530.00 530.00 1.00 530.00
<br />35 220 CONCRETEINLET,TYPED EACH 1.00 1,250.00 1,250.00 1.00 1,250.00
<br />36 230 INSTALL HEAD GATE, COMPLETE EACH 4.00 213.00 852.00 4.00 852.00
<br />37 240 MANHOLECUTIN,COMPLETE EACH 1.00 242.00 242.00 1.00 242.00
<br />38
<br />39 BRIDG ES
<br />40 BRIDGE #1 (18993)
<br />41
<br />42 250 STRUCTURE EXCAVATION LS 1.00 733.00 733.00 i.oo 733.00
<br />43 260 GRANDULARSTRUCTUREBACKFILL LS 1.00 1,160.00 1,160.00 _
<br />1.00 1,160.00
<br />44 270 FURNISH PILE DRIVING EQUIPMENT LS 1.00 2,120.00 2,120.00 1.00 2,120.00
<br />45 280 FURNISH PP324 X 9.53 STEEL PIPE PILES M 66.00 52.00 3,432.00 57.00 2,964.00 466.00
<br />46 290 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3,180.00 6.00 3,180.00
<br />47 300 REINFDRCEDPILETIPS EACH 6.OD 113.00 678.00 6.00 678.00
<br />48 310 PP324X9.SSTEELPILESPLICES EACH 1.00 189.00 189.00 1.00 189.00
<br />49 320 REINFORCEMENT LS 1.OD 4,520.00 4,520.00 1.00 4,520.00
<br />_..50 -330 -COATED REINFORCEMENT-.-__...-_- ----.-----.--------...---- _LS__... _...__._.-1-::OD~ -----2;980:00- .-._..-2,980:00_ .._...._--_- _.__..-.__. _ -. __._:.__. 1.00- ._-----2,980.00- ._ .....- ._...--- -_._ _. _..-_: _ .. ._.... . ._...._.___ . .._.______.. -------.-. -..___ --_.--- . _....._--.._-_..
<br />51 340 STRUCTURALC0NCRETE,ClASS25 LS 1.OD 15,100.00 - 15,100.00 1.00 15,100.00
<br />- -2- --350 ~STRUGTURAL-GONGRETE-GL-ASS~30---- -L6 1:DD- -10,300:00- -19300:00- - - - - 1:D -10;500:90- - - --- - - - -
<br />53 360 DBT 1375 PRECAST PRESTRESSED BEAMS M 71.00 660.00 46,280.00 71.00 48,280.00
<br />54 370 50 mm ELECTRICAL CONDUIT M 65.00 35.00 2,275.00 65.00 2,275.00
<br />.
<br />X .._..._380. ~-EDESTRIAN.BRIDGE~f3AlL-~~..,.... LS--. -----..:.1-00- -fib,-100:00- --15;400. ---.. -.-.---_ -.-.-._----,. . ..--------1:0 --1fi;100:OD_ _ _ .-~.....~ _....------_ -.~._.___._ _-_,_._.._ __~____- _.__._._„ _-_...T._
<br />56 -.
<br />_ _..... _.. _..
<br />_
<br />_ _
<br />57 BRIDGE#218994)
<br />58
<br />59 390 STRUCTURE EXCAVATION LS 1.00 733.00 733.00 1.00 733.00
<br />60 400 GRANULAR STRUCTUREBACKFlLL - LS -1.00 945.00 945.00 -- - - 1.00 945.00 - - -
<br />
<br />62 420 FURNISH PP324 X 9.5 STEEL PIPE PILES M 78.00 54.00 4,212.00 - - 48.00 2,592.00 - - - - 1,620.00
<br />--83- 430 DRIVE-PP324 X9:55TEEl-PIPE-PILES -•° -- EACH= =•fi:90 -53D~00 -3;180:00 -° -- -= -°° - -=--6:00- --~180b0- - --- ---- - - -- _ ---- -°- - ----~-- - -- _- --- _ - - ----- - - - -- -~
<br />64 440 REINFORCED PILE TIPS EACH fi.00 113.00 676.00 6.OD 678.00
<br />65 450 PP324X9.5STEELPILESPLICES EACH 6.00 189.00 1,134.00 2.OD 378.00 756.00
<br />66 460 REINFORCEMENT LS 1.00 4,290.00 4,290.00 ~ 1A0 4,290.00
<br />67 470 COATED REINFORCEMENT LS 1.00 2,680.00 2,fi80.00 1.00 2,660.00
<br />68 480 STRUCTURALCONCRETE,CLASS25 LS 1.00 14,500.00 14,500.00 1.00 14,500.00
<br />69 490 STRUCTURALC0NCRETE,CLAS53D LS 1.00 10,200.00 10,200.00 1.00 10,200.00
<br />70 500 DBT 1375 PRECAST PRESTRESSED BEAMS M 59.00 713.00 42,067.00 59.00 d2,067.OD
<br />71 510 50mmELECTRICALC0NDUIT M ...55.00 _39.00 _2,145.00 -.
<br />... - - - - 55.00 2,145.00 -
<br />92 --530 -PEDESTRIAN-BRID6E~RAIt--- -- --- -CS- -1:00- "-13;ZOO:OD~~ -13;200:00- ------ -----_-- ~-
<br />-- ~--- --,CUD- --13,200U0- - -
<br />=--
<br />---
<br />
<br />74 BRIDGE#3 (18995)
<br />75
<br />76 530 STRUCTURE EXCAVATION LS 1.00 733.00 733.00 1.00 733.00
<br />77 540 GRANULAR STRUCTUREBACKFlLL LS 1.00 945.00 945.00 1.00 945.00
<br />78 550 FURNISH PILE DRIVING EQUIPMENT LS 1.00 2,120.00 2,120.00 1.00 2,120.00
<br />79 560 FURNISH PP324 X 9.5 STEEL PIPE PILES M 55.00 48.00 2,640.00 55.00 2,640.00
<br />80 570 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH 6.00 530.00 3,180.00 6.00 3,160.00
<br />81 580 REINFORCED PILE TIPS EACH 6.00 113.00 678.00 fi.00 678.00
<br />82 590 PP324 X 9.5 STEEL PILE SPLICES EACH 189.00
<br />83 600 REINFORCEMENT LS 100 4,290.00 4,290.00 100 4,290.00
<br />84 610 COATEDREIFORCEMENT LS 1.00 2,680.00 2,680.00 1.00 2,680.00
<br />85 620 STRUCTURALCONCRETE,CLASS25 LS 1.00 14,500.00 14,500.00 1.00 14,500.00
<br />86 630 STRUCTURAL CONCRETE, CLASS 30 lS 1.00 10,200.00 10,200.00 1.00 10,200.00
<br />87 640 DBT 1315 PRECAST PRESTRESSED BEAMS M 59.00 713.00 42,Ofi7.00 59.00 42,067.00
<br />86 650 SO mmELECTRCALCONDUIT M 55.00 39.00 2,145.00 55.00 2,145.00
<br />89 660 PEDESTRIAN BRIDGE RAIL LS 1.00 13,200.00 13,200.00 1.00 13,200.00
<br />90
<br />91 BRIDGE #4 18996
<br />92
<br />93 670 STRUCTURE EXCAVATION LS 1.00 733.00 733.00 1.00 733.00
<br />94 680 GRANDULARSTRUCTUREBACKFlLL LS 1.00 945.00 945.00 1.00 945.00
<br />95 690 FURNISH PILE DRIVINGEDUIPMENT LS 1.00 2,120.00 2,120.00 1.00 2,120.00
<br />96 700 FURNISH PP324 X 9.5 STEEL PIPE PILES M 73.00 46.00 3,358.00 73.00 3,358.00
<br />97 710 DRIVE PP324 X 9.5 STEEL PIPE PILES EACH fi.OD 530.00 3,180.00 6.00 3,180.00
<br />98 720 REINFORCED PILE TIPS EACH fi.00 113.00 678.00 ~ 6.00 676.00
<br />99 730 PP325 X 9.5 STEEL PILE SPLICES EACH 189.00
<br />100 740 REINFORCEMENT LS 1.00 4,400.00 4,400.00 1.00 4,400.00
<br />101 750 COATED REINFORCEMENT LS 1.00 2,890.00 2,890.00 1.00 2,890.00
<br />102 760 STRUCTURAL CONCRETE, CLASS 25 LS 1.00 14,fi0D.D0 14,600.00 _ _ 1.00 14,600.00
<br />103 710 STRUCTURAL CONCRETE, CLASS 30 LS 1.00 10,600.00 10,600.00 1.00 10,600.00
<br />104 760 DBT 1375 PRECAST PRESTRESSED BEAMS ~ ~ M 71.00 680.00 48,260.00 71.00 48,280.00
<br />105 790 50 mm ELECTRICAL CONDUIT M 60.00 37.00 2,220.00 60.00 2,220.00
<br />106 800 PEDESTRIAN BRIDGE RAIL LS 1.00 15,100.00 15,100.00 _ 1.00 15,100.00
<br />107
<br />
|