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DOT RGGBOI
<br />PS6E JOB No :16X308
<br />REVISION 0 -
<br />CONTRACT NO :008688
<br />REGION NO :4
<br />VERSION RD :2
<br />WOW OADER6 ; XIA642
<br />HNY :6R 142
<br />20,000.00
<br />TITLE :SR 142
<br />KLICKITAT RIVER BRIDGE
<br />REPLACE BRIDGE
<br />16X306
<br />21 GRAVIL BACKFILL FOR BALL
<br />PROJBCT , 9TP8-014210231
<br />140.0000 C.Y.
<br />COUNTYf81-.KLICKITAT
<br />ITIK ITEM DHSCRIPTXON
<br />UNIT
<br />NO. HST, QUANTITY
<br />MEAS
<br />RRSHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 03/'5/2016
<br />+ . • BID CHECK REPORT • • • TIE03: 07:57
<br />RIDS OPENED ON :
<br />AXMWD ON ; Apr 25 2016
<br />------- LOW BIDDER ------- 2ND BIDDER - ------- 3RO BIDDER -------
<br />N.J. HUGHES CONSTRUCTION, INC LZAACr CONTRACTING, INC. CASCADR BRIDGE LLC
<br />11510 WE 87TH AVE 41850 KINGSTON JORDAN RD 14215 NK 3RD COURT
<br />97383-9704
<br />VANCOUVER IIA 986621345 STAYTON OR 973833000 VANCOUVER 1B 966855760
<br />CONTRACTOR R08BHR : 100214 CONTRACTOR NUIIDER : 100873 CONTRACTOR 110NBSR : 1OD412
<br />INGR'S. RST.
<br />PRICE PER UNIT/ PRICE PER UNIT/ 0 DIFF./ PRICE PER UNIT/ 4 DIFF.J PRICE PER UNIT/ 4 DIFF./
<br />TOTAL AMOUNT TOTAL AMOUNT ANT.DIFF. TOTAL AMOUNT AHT.DIFF. TOTAL AMOUNT ANT.DIFF.
<br />STRUCTURE
<br />19 RUCK EXCAVATION FOR SHAFT INCLUDING HAUL
<br />28.0000 C.Y.
<br />1,000.0000
<br />20,000.00
<br />20 SHORING OR EXTRA EXCAVATION CL. A HR. 190. 142/9
<br />L.B.
<br />30,000.00
<br />21 GRAVIL BACKFILL FOR BALL
<br />140.0000 C.Y.
<br />45.0000
<br />6,300.00
<br />22 FURNISHING 6 PLACING TEMP. CASING E(,P, 4-0" DIA. SHAFT
<br />150.0000 L.F.
<br />100.0000
<br />15,000.00
<br />23 FUEWIBX=G FE309=NT CASING FOR V-0- DIAN. SAAFT
<br />22.0000 L.F.
<br />500.0000
<br />11,000.00
<br />24 PLACING PERMANENT CASING FOR 41-0" DIM. SHAFT
<br />2.0000 FACE
<br />5,000.0000
<br />10,000.00
<br />25 CASINO smoRINO
<br />45.0000 L.F.
<br />100.0000
<br />4,500.00
<br />26 ST. RSINF. BAR FOR BRIDGE
<br />22500.0000 LB.
<br />1.2000
<br />27,000.00
<br />27 ST. RHINF. BAR FOR SHAFT
<br />39000.0000 LE.
<br />1.2000
<br />46,800.00
<br />28 CSL ACCESS TUBE
<br />990.0000 L.F.
<br />8.0000
<br />7,920.00
<br />29 CONC. CLASS 4000 FOR KRIM
<br />130.0000 C.Y.
<br />650.0000
<br />64,500.00
<br />3,000.OD00 206.006
<br />84,000.00 56,000.00
<br />-90.83%
<br />2,750.00 -27,250.00
<br />40.0000 -11.11 6
<br />5,600.00 -700.00
<br />1.0000 -99.00 t
<br />150.00 -14,650.00
<br />350,0000 -30,004
<br />7,700,00 -3,306.00
<br />7,500.0000 50,006
<br />15,000.00 5,000.00
<br />55.0000 -45,004
<br />2,475.00 -2,025,00
<br />2.OD00 66.671
<br />45,000.00 SB,060,00
<br />2.3000 91.676
<br />89,700.00 42,900.00
<br />2.3000 -71.256
<br />2,277.OD -5,643.00
<br />715.0000 10.00%
<br />92,950,00 8,450.00
<br />5,075.0000 407,50 4
<br />142,100.00 114,100.00
<br />-65.83 4
<br />10,250.00 -19,750.00
<br />68.9506 53.224
<br />9,653.00 3,353.00
<br />41.0000 -59.004
<br />6,150.00 -8,850.00
<br />370.0000 -26.00%
<br />6,140.00 -2,860.00
<br />6,500.0000 70.00%
<br />17,000.00 7,000.00
<br />390.0000 290,00%
<br />17,550.00 13,050.00
<br />1.2500 4.17 t
<br />28,125.00 1,125.00
<br />1.5500 29.17 t
<br />60,450.00 13,650.00
<br />9.9500 24.38 4
<br />9,850.50 1,930,50
<br />925.0000 42.314
<br />120,250.00 35,750.00
<br />2,500.0000 150.004
<br />70,000,00 42,000.00
<br />83.33 6
<br />55,000,00 25,000.00
<br />130.000C 188.894
<br />18,200.00 11,900.00
<br />1.0006 -99.004
<br />150.00 -14,850.00
<br />285.0000 -43.009
<br />6,270.CC -4,730,00
<br />5,100.00CC 2.001
<br />10,200.00 200.00
<br />1.0000 -99.004
<br />45.00 -4,455.00
<br />1.2506 4.174
<br />28,125.00 1,125.0C
<br />1.2500 4.176
<br />48,750.00 1,950.00
<br />7.7500 -3.139
<br />7,672.50 -247,50
<br />950.0000 46,15%
<br />123,500.00 39,000,00
<br />
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