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SAN JOA:QUIN COUNTY DEPARTMENT OF PUBLIO WORKS 0
<br />RTE
<br />April 27, 2006
<br />FOOTHILL SANITARY LANDFILL SITE IMPROVEMENT PROJECT
<br />(Located at 6484 North Waverly Road)
<br />NO. ITEM NAME
<br />1 rORCE A CC UNT
<br />2 » At itlzat o �<LTv:^„o ,13H<ai)zt
<br />3 (St 12 -Inch HDPE,7,1koe
<br />4 (S) 6 -Inch f-IDPE Pipe
<br />a (S) 3 -Mich HDIPE Pipe
<br />6 (S) 1 -Inch 1U E Pioe
<br />r (S) 12 -Inch Header Valve
<br />a (S)6 -Inch Header Value
<br />a (S) 3 -Inch Header Valve
<br />10 (S) LFG Pipe, Anchors
<br />11 (R) LFG Trrnc ,ing1 in Native Soil
<br />12 (S) LFC7 Trenching in Refuse
<br />13 (q) Road i rossin,
<br />14 (S1 E3arrn. C o sing
<br />15 (SIVertical LFG Well
<br />16 (S) LFG Wellhead
<br />17 (S) Horizontal LFG Collector
<br />16 (S) Hof zc ntat L'i`e€I Ment Pipe
<br />19 (S) Condensme SUMP
<br />20 Flare station Concrete fads
<br />21 (P,) C=lare Station Construction
<br />22 Flare Station 'Electrical
<br />` 3 Sl..t.e Sk)pe Operations Layer
<br />24 (S) Anchor Trench
<br />215 IS) Anchor Sev,m
<br />26, (S) Geogriri
<br />27 (8) G-eocornposite Drainage filet
<br />QUANTITY
<br />UNIT
<br />Lump sunt
<br />366,..
<br />6 c 4'r'
<br />3,4:16
<br />L'
<br />..
<br />_.
<br />i
<br />a c h
<br />0
<br />Each
<br />E o c h
<br />4r4
<br />LF
<br />1,004.
<br />_F
<br />i
<br />Each
<br />1
<br />Each
<br />722
<br />LF
<br />9
<br />Each
<br />1.294
<br />LF
<br />1
<br />Each
<br />31
<br />"y
<br />Lump Sura
<br />Lump &1
<br />601,000
<br />,SF
<br />to 7 sit
<br />4_{=
<br />1,200
<br />LF
<br />487,100
<br />ST'
<br />641,100
<br />19
<br />C
<br />Wood Bros., Inc.
<br />PRICE TOTAL
<br />S ; O0.0100,00 sl u'3.001.00
<br />526.80 S98.248,60
<br />510 35 S ).;<0
<br />S fl. 3 -51 S21,64080
<br />44.90 S4,c98,00
<br />62.070.00 $2.070,00
<br />$1.03113,00 $1 035 00
<br />,x541,00 , 2.7 05-00
<br />541;(.00 54.140 Jt
<br />Su 113Cs $4,"100.20
<br />.16 50 S16,556,00
<br />W,680'ot 33,680.110
<br />54,5 101.00 $4.510,00
<br />$130.00 59. S60,00
<br />S63&0101 55,6-7,00
<br />526.50 5.34.291,00
<br />S87800 $87800
<br />$17,250.0" $17,250,00
<br />$702.00 `21,7,62.00
<br />4203.5516.03 5203,556-00
<br />S26,450,01 S26-450,00
<br />S-0.41 wm"G i,"1.00
<br />;7,34 $27,525,00
<br />$15.20 b 18.24(),00
<br />S0. 7 () 43,40,970.00
<br />}0.79 S5 06,46Si' 00
<br />
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