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DOT RwB01
<br />P94E JOB NO:16X304 REVISION NO
<br />CONTRACT NO :008888 REGION NO :4
<br />VERSION NO :2 WORK ORDER# :XL4642
<br />BAY !SR 142
<br />TITLE :SR 142
<br />KLICEITAT AIVFR BR10GE
<br />REPLACE BRIDGE
<br />16X308
<br />PROJECT , STPF-0112 X0231
<br />CDUNTY(S) :KLICKITAT
<br />ITEM ITEM6 DHBCRIPTION UNIT
<br />NO. HBT. (UTAWTITY REAS
<br />STRUCTURE
<br />30 CONC. CLASS 4000P FOR SHAFT
<br />105.0000 c. 11.
<br />31 PRESTRESSED CONC. GIRDER WF360
<br />580.0000 L.H.
<br />32 DEFICIENT STIMMM CONC, %RICH ADJUSTMENT
<br />CALC
<br />33 SUPERSTRUCTURE BRIDGE NO, 142/9 REPLACEMENT
<br />]..5.
<br />34 TRAFFIC HARRIER
<br />403.0000 L.F.
<br />35 BRIDGE APPROACH SLAB
<br />185.0000 S.Y.
<br />SURFACING
<br />36 CRVBBED SURFACING BABE COURSE
<br />1100.0000 TOM
<br />WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
<br />Dmm-. 03/24/2016
<br />• • • RID CHECK REPORT + + +
<br />16,800.00
<br />TIM: 07e57
<br />0.004
<br />BIDS. OPENED OF :
<br />0.00
<br />AWARDED rim : Apr 25 2016
<br />. 4TH BIDDER ---
<br />6TH BIDDER -------
<br />------- STB BIDDER -------
<br />APOLLO, INC.
<br />ROTECRY, INC.
<br />S'TMIJAR J. CORPORATION
<br />1133 E COLOMBIA DR
<br />9210 EE 621M AVE,
<br />1363 DOWN RIVER DR
<br />99336-3472
<br />SMU HICK MA 993360617
<br />VANC0UVER WA 986659303
<br />WOOILAWD 7S. 986749546
<br />CONTRACTOR LUBBER 100265
<br />CONTRACTOR FOWBFA 100156
<br />CONTRACTOR NUMBER 101038
<br />EWWS. EST.
<br />PRICE PER TWIT/ PRICE PER UNIT/ I DIIR./
<br />PRICE PER UNIT/ R DIFF./
<br />PRICE PER UNIT/ % DIFF./
<br />TOTAL A6MOUNT TOTAL AMOUNT AMS'. DIFF.
<br />TOTAL AMOUNT AMT.DIFF.
<br />TOTAL AMOUNT ART.DIFF.
<br />250.0000
<br />26,250.00
<br />300.0000
<br />174,000.00
<br />-1.00
<br />351,000.00
<br />125.0000
<br />50,375.00
<br />250.0000
<br />46,250.00
<br />35.0000
<br />38,500.00
<br />475,2900 90.124
<br />49,905.45 23,655.45
<br />336.5700 12,19%
<br />195,210.60 21,210-60
<br />0,004
<br />-1.00
<br />-17.37 %
<br />290,036.89 -60,963.11
<br />225.3000 80.244
<br />90,795.90 40,420.90
<br />326.1800 30.47 %
<br />60,343.30 14,093.30
<br />26.8600 -23.26*
<br />29,546.00 -8,954.00
<br />HOT MIX ASPHALT
<br />37 ENA CL. 3/8 IN. PG 64-22
<br />400.0000 TON 150.0000 133.7900 -10,614
<br />L0,000.00 53,516.00 -6,484.00
<br />38 JOB MIX COMPLIANCE MICE ADJUSTHM
<br />CALL O.00a
<br />1,560.00 1,560.00
<br />410,0000
<br />64.001
<br />43,050.00
<br />16,800.00
<br />300.0000
<br />0.004
<br />174,000.00
<br />0.00
<br />0.00 9
<br />-1.00
<br />5.75 %
<br />371,200.00 20,200.00
<br />210.0000 68.004
<br />84,630.00 34,755.00
<br />275.0000 10.00%
<br />50,875.00 4,625.00
<br />45.0000 28.57%
<br />49,500.00 11,000.00
<br />140.0000 -6.67 %
<br />56,000,00 -4,000.00
<br />0.009
<br />1,560.00
<br />400.0000 60.00%
<br />42,0DO.00 15,750.60
<br />330.000C 10.0046
<br />191,400.CD 17,400.00
<br />0.004
<br />-1.00
<br />13.961,
<br />400,000.00 49,000.00
<br />200.0000 60.004
<br />80,600.00 30,225.00
<br />350.000C 40.009
<br />64,750.00 18,500.00
<br />27.0000 -22.86%
<br />29,700.00 -8,800.00
<br />124.0000 -17.334
<br />49,600.00 -10,400.00
<br />0.00%
<br />1,560.00
<br />
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