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NUMBER 6 ROAD BRIDGE #79051 REPLACEMENT
<br />BIDS OPENED PUBLICLY AT 10:00 AM ON MAY 25, 2018 AT KITTITAS COUNTY PUBLIC WORKS
<br />RESPONSIVE BIDDER CIIITTRIA MORENO & NElSON BELSAAS & SMnM NA DEGEllSTl\OM WESTERN ENGIIIE£RJNG
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<br />PROPOSAL COMPLETE l · X X X
<br />NON-COLLUSION DECLARATION X X X X
<br />PROPOSAL BOND . X X X
<br />, .. ~---=~ ----~---,-;. ~.;,,,-✓-;-!. LOCAL AGENCY SIGNATURE PAGE X X X X
<br />WAGE LAW CERTIFICATION . X X X
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<br />KITTITAS COUNTY
<br />SUBCONTRACTOR LIST (OPTIONAL) X X X X
<br />BASE BID
<br />EJIGINEER"S ESTIMATE BIDDER #1 -------.. -IUD!lER.•2 llll>ll£R-il3 .. BlllDER#4
<br />ITEM BID ITEM DESCRIPTION UNIT QTY UNIT COST COST NO Jre,I UNIT COST COST UNIT COST COST UNrTCOST COST UNrTCOST COST
<br />PREPARATION
<br />0001 1 MOOIUZA110N LS 1 S ~.000.00 S 83.000.00 s 62,000.00 S 62 000.00 S 79,000.00 $ 79,000.00 s 7fl•u 00 f 7c, ...... , $ 58,000.00 S 5&,000.00
<br />0071 z •K•-svlNG£XISTlf'ill 8RIDGE !LS 1 $ 45,000.00 $ 45:000.00 s 48,000.00 $ 48 000.00 $ l~GO S f 5.000.00 S 50,000.00 S 50,l)()().00 S 26.000.00 S 26.000.00
<br />1!170 3 fl00'ING GUARDRAIL J:F 265 S 12.00 $ ~,,ao.oo s 5.50 $ 1;~57.50 I 5.00 S 1,325.00 s 5.00 S l,325,00 $ 5.00 S 1.325.00
<br />0i82 4 REMOVING GUARDRA IL ANCHOR EACH 4 S BOQOO S 3.200,00 s 350.00 $ 1.'100.00 S 350.00 S 1,400,00 s 350.00 S 1,400.00 $ .30(100 5 1,200.00
<br />GRADING
<br />0310 5 ROADWAY EXCAVATION INCL. HAUL CY ·205 $ 100.00 $ m,soooo s 36-41 $ 7,464 .05' $ 40:00 S B,200.00 I 50.00 S 10,250.00 S 24.00 S 4,920.00
<br />cc:31 6 GAA'I/E. BORROW INCL HAUL TON 630 $ 35 00 $ 22.050,00 $ ~ s 33,553.80 I t 15.00 S 9,450.00 $ 30,00 S I.a900.00 $ .JO .OD $ 18,900.00
<br />0470 T EMBANKMENT COMPACTION CY ..270 $ 15.00 S •.OS'll ,00 s 28.63 s 7 730.10 $ 14 .00 j $ 3,780.00 $ J 0.00 1 2:,00.00 1 4 .00 S 1.080.00
<br />40?S ! GR,,VEL BACKF ILL FOR WALL CY 7( :r 50 00 S 3-~.IJO s 96.89 s 6.782.30 $ so.oo l s 3,500.00 s SD.00 s 3,500.00 s 32.00 S 2,240.00
<br />STRUCTURE
<br />~006-9 STRIJCTLIRcEXCl\VATTON CUISS A INCL. HAUL CY J!,J $ 55.00 S KF.OOQO' $ 46,65 S 7,<164.00 .$' 40.00 $ 6,400.00 S 50.00 S 8 000.00 $ 3D .00 $ 4,800.00
<br />4013 ,o SHG>RING OR EJCTRAEXCAVATION CI.A.."SsA ILS t $ 5.000.00 S 5,000.00 s 3,000.00 s 3,000.00 $_ .3.000.00 $ 3.000.00 S S:000.00 s 5,000.00 S 20,000.00 S 20.000.00
<br />4l!aS-11 Fl:!Rt<IS\IING AKOl)RMNG STB:L71:Sf Pll\l: EACH 1 $ 12,000.00 ·S 12.0C-0.00 s 8 ,800 .. 00 S 8 80(>-DD S 8,300.00 $ B.300.DO S 25,000.00 s 25.000.00 $ U.50D.OO S -12,500.00
<br />4119:f ,1 AJRNISHTNG STEEL l'IL!NG lF 3lii1 $ 85 00 $ l!9,750,ll0 s S0..00 ' 28.000.00 I 77.00 $ 26 950.00 s 80.00 $ 28,000.00 $ 70.00 $ 24.500.00
<br />4.,., 13 DRIVING STEEL PILE EACH I $ 2 ,500.00 S 17=00 .$ 2,1:ro.cao s 15,050.00 S 1.90D.00 S 13.300.00 $ 5,000.00 $ 35.000.00 $ -l,705.00 S 11,935.00
<br />U16 14 FORNISHll'IG'STER PllEl]P OR SH.OE &.CH rs 500.00 S 3..500_00 s 322.00 S 2.254.00 $ 300.00 $ 2.l00-00 s '250.00 $ 1,750.00 ' 276.00 S 1,932,00
<br />4149 15 ST . REINF. BAR FOR BRIDGE LG (000 $ 200 S &llOOOO S L50 $ 6 ,000.00 $ 2.00 S B.000.00 $ 250 S 10,000.00 $ 2.25 $ 9,000.00
<br />-'32l 16 CONG . CLASS 4000 FOR BRIDGE CY 43 $ 1_00()_00 S 4JJJ00.00 s 1,165.00 S 50,095.00 S 1,200.00 $ Sl,600.00 $ 1.000.00. S -4.3 ,0llO.OO S .550.00 $ 23,650.00
<br />4300' 17 SUPERSTRUCTURE -NUMBER 6 ROAD-SR/OGE LS I S 100.000.DO S l!I0,000 ,00 s 150,000.00 S 150,000.00 S 135 000.00 $ 135 •. 000.00 s 225.ooa.00 $ 225.ooilJXI S 175,000.!IO $ 175,000.00
<br />4'115 18 TRAFF!C Bl\RR/ER LF 64 s-27500 $ 17:roQ.OO s 306.00 s 19,712.00 $ .290.00 $ 18,560.00 s 300.00 S 19,200.00 S 200 ,00 S 12.800.00
<br />DRAINAGE
<br />1184 111 SCHEDULE P. OU LV FIi'€ 24 IN, OIAM. lF 114 S 200.00 $_ 22.SOO.OO S 100.00 $ 11.400,00 $ 60.0D $ 6,840.00 $ 7D.00 S 7,980.00 $ 56.00 S 6,384.00
<br />2!192· 20 SOI.ID WALL PVC CULV PIPE 8 IN. DIAM . LF 20 $ 40.00 S 800.1)(! s 90.00 s 1,800.00 ~ 30.00 $ 60Q.OO $_ 3 0_00 S ·c.co.oo s 47.00 s 940.00
<br />10,W 21 CA'ANNEC 1:XCAVATlON INCL , HAlfL Cl' ·1:ll.l S T&,00 S 9,750.00 s 35.00 S 4 ,550.00 S 40.00 $ 5.200.00 s 30.00 S 3,900.00 I 30.00 S _)..900,00
<br />f069 '22 F1L TER BIANKIT CY 76 .S 6000 $ 4,5QO ,® $ 100.00 $ 1.soo.00 s· 65.00 S 4 .875.00 J 50.00 $ 3 750.00 S 60.00 $ 1.500.00
<br />t!!85 23 OOARRY SPALLS ClY 85 S 100 00 S ·s.SOllOO J 1Ql..CWJ $ 6,75S:OO s 65.00 S 5.525.00 S 45,00 S 3,625.00 $ 45.00 S 3,825.00
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<br />5100 24 CRUSH ED SUP.•AClNG 111\SE COURSE TON 580 ~ 50.00 $ aooctoo 1 ~6.50 $ i.t,,971lm S lQ.00 $ 11_-ma:, $ ~s.w r 25, 1.ll'>-00 s 32.00 I 18.:61,00
<br />wrn ~
<br />fi/61 -2S HMA CL. 1/2 IN _ PG 645-28 iTON 22! S 150,00 $ J3iiS0.00 J .uo,oo s 2 4,750.00 s 110.00 S 24 ,750.00 $ 110.00 $ 21,750.00 $ llaOO S Z6,550.00
<br />-SW 26 u-•• rcosr PRlCE ADJUSTMENi ESr 1 -s 500.00 .s :S..'I0.00 .$ S00.00 s 500.00 s 500.00 $ 500.00 $ -500.00 I S00.00 I I 500.00 S 500.00
<br />NSI 27 TEMPORARY CMA PAVING TOO ~-s 200.00 5 lL.WO 00 s 220.00 $ 13 200.00 s 200.00 S 12.000.00 I = s n ;100.ro 1 I 200.00 S 12.000.(J()
<br />6511 28 MMA SAWCUT AND SEAL LF 70 S 45 .00 S ).150.00 s 13.00 $ 910..oo ·s 35..01 $ 2,450.00 I SO.DO s_ 3,500.00 I I 14.00 $ .9B0.00
<br />6895' 29 ~qy PAVEJ.100 IMllJ(.I NG • -s!:1ORHERM lF 1100 $ 2.50 S 2.7~.00 $ 1.00 $ 1,100.00 S 2.00 S 2,200.00 I 1.00 s 1..lDD.00. I s . L OO S 1,100.00
<br />-.:625 ,a TEMPORARY PAVEMENT MARKll<G -tONG'TERM' LF 760 s 4,50 $ 3,~ZU.00 S 1.50 S I 140.00 s 2.DQ s 1,520.00 $ 1.00 s 76QOO I 1 1.25 s 950.00
<br />Pn.c-r .. ri
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