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TEANAWAY ROAD HYDRAULIC IMPROVEMENTS PHASE 1: STORY CREEK CULVERT REPLACEMENT
<br />BIDS OPENED PUBLICLY AT 10:00 AM ON JUNE 6, 2019 AT KITTITAS COUNTY PUBLIC WORKS
<br />RESPONSIVE BIDDER CRITERIA
<br />PROPOSAL COMPLETE
<br />NON-COUUSION OECLARATION
<br />PROPOSAL BOND
<br />LOCAL AGENCY SIGNATURE PAGE
<br />WAGE LAW CERTIFICATION
<br />SUBCONTRACTOR LIST !OPTIONAL!
<br />BASE BID
<br />EHGINEER'5 ESTIMATE
<br />Belsa;,s & Smith . .
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<br />UOOEA•l
<br />JTEM BID ITEM DESCRIPTION UNIT QTY UNIT COST COST UNIT COST COST I NO. ITEM
<br />PREPARATION I
<br />0001 1 MDBlLIZATION LS 1 S n.363.00 s 77,363.00 S 88,000.00 $ 88,000.00 j $
<br />NSI 2 CLEARING ACRE. 0,18 S 30,000.00 "S 5;400.00 s 20.000.00 $ 3,600.00 $
<br />0025 3 CLEARING AND GRUBBING LS 1 $ 5.000.00 S 5,000 .00 $ 16,000.00 $ 16,000.00 s
<br />0050 4 "REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1 $ 2.500.00 s 2,500.00 s 12,000.00 $ 12,000.00 $
<br />0070 5 REMOVING EXISTING STRUCTURE-STORY CRK BOX CULVERT LS 1 S 5,000.00 $ 5,000.00 s 18,000.00 $ 18,000.00 $
<br />GRADING $_ .
<br />0300 6 ROADWAY EXCAVATION INCL HAUL CY 115 $ 70.00 ~ 8.050 00 $ 60.00 $ 6,900.00 $
<br />0405 7 COMMON B0RROWINCI...HAUL CY 1400 $ 17.00 S 23.800 00 S 30.00 $ 42,000.00 $
<br />0470 8 EMBANKMENT COMPACTION CY 1400 S 10.00 S 14.000.00 s 11.00 $ 15,400.00 $
<br />DRAINAGE $
<br />0902 9 STREAMBED COBBLES 8 IN. IDN 136 S 75.00 S 10,200.00 $ 75.00 $ 10,200.00 $
<br />0904 10 STREAMBED COBBLES 12 IN, TON 5 S 75.00 S 375 00 $ 150.00 $ 750.00 s
<br />0906 11 STREAMBED BOULDER ONE MAN TON .29 s 1.200.00 S 34:800.00 s 110.00 $ 3,190.00 $
<br />1093 12 STR£,i\Ml!Ell SEDIMENT TON 73 S 75.00 S 5,475 00 s 75.00 s 5 ,475.00 $
<br />NSI 13 FORCE ACCO!JNT • STREAM9EO SAflO OOL 5000 $ 1.00 S 5.000.00 $ 1.00 $ 5.000.00 s
<br />1180 14 SCHEDULE A CULV PIPE12 IN, DIAM L.F 110 $ 70.00 S 7,700.00 S 65.00 $ 7,150.00 $
<br />3026 ,s PRECAST REJNF. CONC. SPLIT BOX CULVERT N0 .1 LS 1 S 200,000 .00 s 200 .00000 s 208,000.00 s 208,000.00 $
<br />3030 16 CUL VERT BEDDING IMTERIAL C.Y 40 S 100.00 S 4,000.00 S 100.00 $ 4.000.00 $
<br />3075 17 TEr.lPORARYSTREAI.I DIVERS10N LS 1 $ 20,000.00 $ 20.000.00 s 6],000.00 $ 63,000.00 $
<br />NSI 18 LOG WITH ROOTWAD EACH .3 s· 500.00 s 1.500.00 s 900.00 $ 2,700.00 $
<br />STRUCTURE $
<br />4006 19 STRUCTURE EXCAVATION Cl.ASSA INCL H,\UL C.Y 620 $ 3000 s 180600.00 $ 42.00 $ 26,040.00 s
<br />4013 20 SHORING OF EXTRA EXCAVATION CL. A LS 1 S 25,00000 $ 2.S.00000 s 22 ,000.00 $ 22,000.00 $
<br />4025 21 GR,WEl. BACKfll.l. FOR WALL CY 170 S 6000 $ 10.200.00 $ 90 .00 $ 15,300.00 $
<br />SURFAC ING $
<br />5100 22 CRUSHED SURFACING BASE COURSE TON 250 $ 5000 s 12,500.00 $ 56.00 s 14,000.00 s
<br />HOT MIX ASPHALT s $
<br />5767 23 HMA CL 1/2 IN. PG 64-28 TON 110 s 150.00 S 16.500.00 $ 127.00 $ 13,970.00 $
<br />1'2~1i,(2
<br />Pipkin Construction Hurst Consbuction . I
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<br />BIDDER #2 IITDDf!l.•3
<br />UNIT COST COST UNIT COST COST
<br />80.000.00 s 80,000.00 $ 50,000.00 $ 50,000.00
<br />10,000.00 $ 7,200.00 $ 20,000.00 s 3,600,00
<br />10,000.00 $ 10,000.00 $ 5,000.00 S 5,000.00
<br />12,000.00 $ 12..000.00 $ 10,000.00 $ 10,000.00
<br />25,000.00 $ 25,000.00 $ 15,000.00 $ 15,000.00
<br />$ s
<br />65.00 $ 7,475.00 $ 50.00 $ 5,750.00
<br />31-00 $ 43.'100.00 S 30.00 $ 42;000.00
<br />4 50 $ 6,300.00 $ 5.00 $ 7,000.00
<br />$ $ .
<br />53.00 $ 7,208.00 $ 60.00 $ 8,160,00
<br />115.00 s 575,00 $ 60.00 $ 300,00
<br />55.00 s 1,595.00 $ $0,00 $ 2,320.00
<br />'10.00 $ 2.920.00 $ so .co $ 3,650.00
<br />1.00 $ 5J)OO.OO S 1.00 $ 5,000.00
<br />32.00 $ 3,520.00 $ 35,00. $ 3 ,850.00
<br />250,000.00 $ 250.000.00 $ 225,000.00 $ 225,000 00
<br />200 .. 00 $ 8,000.00 $ 150.00 s 6,00000
<br />20,000.00 s 20,000.00 S lS",Cll(Mlll $ 25,000.00
<br />1,200.00 $ 3,600.00 $ 1,500.00 $ 4,500.00
<br />$ $
<br />70.00 $ 43,400.00 $ 40.00 $ 2~,800.00
<br />'10,000.00 $ 40,000.00 $ 20;000,00 $ 20,000.00
<br />80.00 s 13 ,600.00 $ 100.00 $ 17,000,00
<br />s . $
<br />511:00 $ 15,000.00 $ 60.00 $ 15,000.00
<br />$ $
<br />125.00 $ 1).750.00 s 12s.oo s 13 ,750,00
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