|
BID TABU[ATI ON
<br />Sewer SYstem Rephicement F, Schedule
<br />\V,n,fl LIP .1300-1
<br />Dore Rr5/_700?(
<br />hwpnred 91." William 13n7re77
<br />Fnr: /hire Ih)/�(, )inject Engineer
<br />1*1'1-M
<br />it I I"FM DESCRIPTION
<br />UNIT QUANTITY
<br />ENGINEER'S ESTIMATE
<br />UN Il' TOl AL
<br />PRICE AMOUNT
<br />Plats I'lus
<br />UNI -I TO'TA 1.
<br />PRICE AMOUNT
<br />13DZ Construction
<br />UNIT TOTAL
<br />PRICE AMOUNT
<br />IMCCI Colist ructloll
<br />UNIT' TUI -A 1.
<br />PRICE AMOUNT
<br />SRV Construction
<br />UNIT TO I'A 1.
<br />PRICE AMOUNT
<br />I
<br />Mobilization
<br />LS
<br />1
<br />$175,000.00
<br />$375.000.0
<br />$240.000.00
<br />$2400)400
<br />$125.000.00
<br />S325.000.00
<br />$370.000.00
<br />$170.000.00
<br />$116.000.00
<br />$336.000.0
<br />_
<br />Trrlf9c Control Labor
<br />HR
<br />1,800
<br />$40.00
<br />372,000.00
<br />$50.00
<br />$90.000.00
<br />$55.00
<br />$99.000.00
<br />545.00
<br />SR 1.000.00
<br />$48.75
<br />S87.750,0
<br />Maintenance and Protection of Traffic
<br />LS
<br />1
<br />.520,000.00
<br />$20.000.00
<br />520.000.00
<br />$20.000.00
<br />$20.000.00
<br />S20.000.1.10
<br />510.000.00
<br />$10.000.00
<br />$23.000.00
<br />$21.000.0
<br />4
<br />SawcutPavement
<br />LF
<br />4,300
<br />$2.50
<br />$10,750.00
<br />32.00
<br />58,600.00
<br />$1.00
<br />112,900.00
<br />$1.60
<br />$6.830.00
<br />32.15
<br />510,105.0
<br />j
<br />Sawcut Pavement, Additional I`Thickness
<br />LF
<br />3.100
<br />$0,50
<br />$1,530.00
<br />$0.25
<br />$775.00
<br />$11)0
<br />$3,100.00
<br />50.50
<br />$1.350.00
<br />51.12
<br />$1,472.0
<br />6
<br />Street Cleaning and Sweeping
<br />LS
<br />1
<br />$14,000.00
<br />$14,000,00
<br />.$12,000.00
<br />517,000.00
<br />8125.00
<br />$125.00
<br />$20.500.00
<br />.$20.500.00
<br />.$11.(100.00
<br />$31,000.0
<br />7
<br />Control Density Fill
<br />CY
<br />150
<br />5130.00
<br />$22.500.00
<br />$160.00
<br />$24,000.00
<br />$100.00
<br />.$15.000.00
<br />$135,00
<br />$20.250.00
<br />$118,00
<br />$211,70(1.0(
<br />g
<br />HMA CL 172 -PG 64-22
<br />TN
<br />350
<br />S100.00
<br />S13.000.00
<br />$110.00
<br />$45.500.00
<br />$200.00
<br />$70.000.00
<br />5165,00
<br />$57.750.00
<br />$1225.00
<br />$78,750.0(
<br />9
<br />Asphalt Treated Base
<br />TN
<br />150
<br />$too.01
<br />$15,000.00
<br />$160.010
<br />$24.000.00
<br />$200.170
<br />$10,000,00
<br />$110.00
<br />$16,500.0(7
<br />5176.00
<br />$26,400.0
<br />If
<br />Pavement Patch (Tamp)
<br />TN
<br />300
<br />Silo.07
<br />511.000.00
<br />$1407.00
<br />$54,000,00
<br />.S200J)0
<br />$60,000.(1(1
<br />S225oO
<br />567,500,00
<br />$31450
<br />$94.350.0(
<br />II
<br />CSMH F12,Type 1.60Inch Diamel.,
<br />LS
<br />1
<br />517.000.00
<br />$17.000.00
<br />$31.640.(!0
<br />331.640.00
<br />SI5,000.00
<br />.$15.000.00
<br />S3i.000.00
<br />335.000.00
<br />$6-0,1(70.00
<br />564,1040(
<br />12
<br />CSMH 01. Type 100Inch Diameter
<br />LS
<br />1
<br />$11.000.00
<br />$11.000.00
<br />$13,00400
<br />$11.000.00
<br />$28,000.00
<br />$28,0(1(1.0(1
<br />$12.00(.00
<br />$12.000.00
<br />$34.050.00
<br />$34,(150,(7
<br />13
<br />CSMH F9. Typo 1(SO 1nrh Diameter
<br />LS
<br />I
<br />514.000.00
<br />$14.000.00
<br />$10.000.00
<br />$10.000.00
<br />$13.000.00
<br />513.000.00
<br />$131500.017
<br />$I3.50n.00
<br />$19.300.00
<br />$39.3000
<br />4
<br />CSMH F5. Type 1 601nO, DUmnter
<br />LS
<br />1
<br />$19,00400
<br />$ I R.00400
<br />529.000.00
<br />$29.(100.0(7
<br />530.00400
<br />510.000.00
<br />.510.000.00
<br />$10,000.00
<br />$61.581.00
<br />$61.580.0(
<br />1 5
<br />CSMH 02. Type 1, 54 Inch Di -stat
<br />LS
<br />+
<br />$7.000,00
<br />$7,000.00
<br />$9,504(70$9.300.00
<br />$9.000.00
<br />$9,0(70.(70
<br />$6.50(1.0(1
<br />56.300 00
<br />.517,77 3.00
<br />$1 7,775,0
<br />16
<br />CSMH 03, Type 1. 48 Inch Diameter
<br />LS
<br />1
<br />$6.000100
<br />$6.000.00
<br />$5.200.00
<br />$5.2(70.(7(1
<br />$4.000.00
<br />$4,000,00
<br />$3.60400
<br />$3,600.0(1
<br />$26.15(1.00
<br />$26.150.0
<br />17
<br />CSMH 08. Type 3, 96 Inch Diamaler
<br />LS
<br />1
<br />$26.000.00
<br />$26.000.00
<br />$50.000.00
<br />$5o.nno.on
<br />$60,000.00
<br />560.00400
<br />$40.000.00
<br />$40.1100,00
<br />$80.100.00
<br />$80.100.0
<br />IS
<br />CSMH 09. Type 2. 72 Inch Diameter
<br />LS
<br />1
<br />$14,000.00
<br />$14.000.00
<br />.S16.000A0
<br />$16.000.00
<br />$7.300.01
<br />$7,500.UO
<br />$1(1.000.(117
<br />SI0.)(10.00
<br />$25.100.00
<br />$1_3.100(11'
<br />I9
<br />CSMH 10. Type I, 48 Inch Diamaler
<br />LS
<br />1
<br />$6,000.00
<br />$6.000.00
<br />$6.600.00
<br />S6.600.00
<br />$5,000,07
<br />$5,000.00
<br />$5.000.00
<br />$5.0110.00
<br />S1_1.600A0
<br />$23.604(1(
<br />20
<br />CSMH, Typo 3, 72 Inch Dlameler, Constructed within Enluankmanl
<br />EA
<br />4
<br />$11.0(7000
<br />$44.000.00
<br />39.10400
<br />$17'00.(7(1
<br />$8.000.(1(1
<br />512,000,00
<br />$7,800.00
<br />.$11.200.00
<br />.$',2,45(7.0(1
<br />5129.800,0(
<br />21
<br />Concrete mist
<br />EA
<br />3
<br />53.004.00
<br />56,00101
<br />$1.1_00.00
<br />53.600.00
<br />$1,500.00
<br />$4,500.00
<br />$1,000.00
<br />$3.000,00
<br />51_350.00
<br />S4.(Ii0.0(
<br />__
<br />Catch Basin Type B with Gas Trap
<br />EA
<br />12
<br />,$2,400.00
<br />$78,80(1.0(1
<br />S2.50I0,)O
<br />.510.004110
<br />.%2.500,00
<br />,$311,0(7(7.00
<br />52.200.00
<br />$26,400,00
<br />$5,00400
<br />$60,710.01'
<br />2i
<br />Trench Excavnik)o Safely Systam
<br />LS
<br />1
<br />.990,000.00
<br />$90,000.00
<br />$175,000.00
<br />.$175.000.00
<br />S300.000.00
<br />$300,000.(1(1
<br />$30,00(.(10
<br />$30.0110,00
<br />$157,0)0.00
<br />$157,000.0(
<br />14
<br />Surveying
<br />LS
<br />1
<br />$20,000,00
<br />$20,000.00
<br />$1 i.000.00
<br />$15,1100.00
<br />.S 15.(1(70.10
<br />515.000.00
<br />$20.(7(111,)(1
<br />.$20,000.00
<br />$1 i,000,00
<br />SI5,000.0(
<br />*Combined
<br />Sewer Pipe, 38 Inch PS -46 PVC
<br />LF
<br />212
<br />$284001
<br />559.160,00
<br />S IX0.00
<br />U.S. 160.00
<br />$350.00
<br />$51.000.00
<br />$100,00
<br />$61,600.00
<br />516400
<br />$76,320.0(
<br />26
<br />Combined Sewer Pipe. 24 Inch PS. 115 PVC
<br />LF
<br />420
<br />$30400
<br />$126.000.00
<br />$25(1.(1(1
<br />.S 105,000,00
<br />$400.00
<br />$168,(!00.01
<br />$440,00
<br />$184.800.00
<br />$610.(111
<br />$204,60(1.0(
<br />27
<br />Counb4led Sewer Pipe. 24 Inch PS -46 PVC
<br />LF
<br />188
<br />$200,00
<br />$37,200.(1)
<br />$2611.00
<br />$48.360.10
<br />$4517.017
<br />$831.7(1(1.00
<br />5510.00
<br />$94.860.00
<br />Siill.(70
<br />31(12,3010
<br />2g
<br />Combined Sawa, a Storm Drain Pip.. 12 Inch SDR 35 PVC
<br />LF
<br />281
<br />3115.00
<br />$37,915.00
<br />$110.00
<br />$1(7.910.00
<br />$200.10
<br />$56.200.00
<br />$120.00
<br />$33.720,00
<br />$250.00
<br />$70.25(1.17(
<br />29
<br />Combined Sewer Pipe. 8 inch SDR 26 PVC
<br />LF
<br />187
<br />5190.00
<br />$35,510.00
<br />$105.00
<br />$19.615.01
<br />$'_25.0(7
<br />$4:,075.00
<br />$165.00
<br />$10,855.0()
<br />S\34(1(1
<br />$61.7140
<br />1)
<br />Combined Sewer Pipe a Strom Drain Pip., 8Inch SDR 3.5 PVC
<br />LF
<br />344
<br />$110.00
<br />517.844(10
<br />$10100
<br />$35,08500
<br />$100.00
<br />53,4.40(7.0(1
<br />$95.00
<br />.$.32,680.00
<br />$305.(70
<br />$104,920.(1(
<br />t l
<br />Combined Sewer Pip.. 30 Inch SDR 17 HDPE
<br />LF
<br />548
<br />$281.0(7
<br />$151,44(.00
<br />540400
<br />$1_ 19.20(117(1
<br />$400,00
<br />.$219,200.0(1
<br />.$5(140()
<br />.$274.00400
<br />$45ff'00
<br />$250.984 0(
<br />311
<br />Combiner) Sewer Pipe, 24 Inch SDR 17 HDPE
<br />LF
<br />727
<br />$240.00
<br />.S174,480.n(
<br />$20400
<br />$145.400.00
<br />5123,01
<br />$91,875,00
<br />.S1_8I7.00
<br />.S243.i60.00
<br />.S115.00
<br />5216,275.0(
<br />37
<br />Combin.d Sews Pipe. 241pch SDR 17 HDPE. Ow11.r Furnished
<br />LF
<br />219
<br />$2(11.01)
<br />$41,801.00
<br />$9i.00
<br />$20,805,0
<br />365.1(1
<br />$14.215.(70
<br />SHOW
<br />$19,470.0(1
<br />$264.011
<br />S57816.0
<br />314
<br />Combined Sewer Pip., 12 lnch SOR 17 HOPE
<br />LF
<br />82
<br />5201.01
<br />$16.400 On
<br />5162.00
<br />S11.2R4n0
<br />555.00
<br />$4.51401
<br />5140,00
<br />.SI1,80.00
<br />5606.00
<br />$49,692.()
<br />315
<br />Combined Sewer Pips, 12 Inch Class 53 01
<br />LF
<br />15
<br />$11400
<br />E1\50.00
<br />$200,(7(1
<br />$7.000.(1(1
<br />$110.00
<br />.$1,850.00
<br />$140.00
<br />.$4,900,)0
<br />$120.00
<br />54.20(.0(
<br />;0
<br />X -H ... y Coaled Sisal Casing, 36 Inch. Installed by Auger B.I.
<br />LF
<br />391
<br />$1.1r)n.10
<br />$508,300.00
<br />$7.10.00
<br />$289.340.00
<br />$(10(7.00
<br />$214,600.00
<br />$1,760.00
<br />5633.160.0(1
<br />SSWOO
<br />$346:426,1
<br />17
<br />X -Heavy Steel Cae,og. 301nr.h, Iuislistl by Auger Bore
<br />LF
<br />197
<br />,$1.100,100
<br />$436.700.00
<br />$690.00
<br />$273.910.00
<br />.$700.00
<br />$277,90(1.0(1
<br />$730,01
<br />$289.\1000
<br />$886.0()
<br />$351.742.1(
<br />}g
<br />Sd10.1.20 Slant Coiling. 201oc11. Initialled by Auger B.fa.
<br />LF
<br />42
<br />$300.00
<br />511.600.00
<br />$900.00
<br />$37,80001
<br />$500.00
<br />$21.000.00
<br />$600.00
<br />$25.200.110
<br />$1!)7(7,00
<br />582,740.01
<br />19
<br />Fabricated 36"SDR 17 HDPE Elb-
<br />LS
<br />1
<br />.$16.000.00
<br />$16.007.00
<br />$5,000.00
<br />$5,00400
<br />510.010.00
<br />$10.00000
<br />$1,800.00
<br />$3,300.01
<br />$17,670.0()
<br />$17.670.(1(
<br />40
<br />T.mporary Connection, CSMH 08 to Existing CSMH C9
<br />LS
<br />1
<br />$6.000,00
<br />.S6.000.00
<br />315.000.00
<br />$15.(700.0(7
<br />$5.000.)0
<br />$5,000.00
<br />$10.010.00
<br />$10.000.00
<br />$19,8811.00
<br />$19.810.0
<br />41
<br />ConanC000 to 14' Force Main
<br />LS
<br />1
<br />$50,000.00
<br />$50.000.00
<br />$43.00400
<br />$45.000.0(1
<br />$60.00400
<br />$60.000.00
<br />$70.000.00
<br />$70.000.00
<br />$67.3o0.0o
<br />$67.5040(
<br />47'
<br />Connection to Kimberly Clark Outfall
<br />LS
<br />1
<br />525.100.00
<br />$25.000,00
<br />$31.000.00
<br />311.100.00
<br />1So.010.00
<br />$507,000.00
<br />$45,(10(1.00
<br />$45,000.00
<br />$42,000.00
<br />$42,000.(11
<br />43
<br />Electrical Manhole
<br />EA
<br />3
<br />$15.000.00
<br />.$45,000.00
<br />$4.250.00
<br />$1:.75(1.011
<br />$10.000.00
<br />530,000.00
<br />$15,(700.0)
<br />$45,000.170
<br />$7,450.00
<br />$22.351.0(
<br />44
<br />Electrical ColXluks
<br />LS
<br />1
<br />$30.000,00
<br />$10,00400
<br />$41.(100,0(1
<br />$40,000.00
<br />.$200.000.00
<br />$200,000.00
<br />$115.000.00
<br />$115,000,)0
<br />$63.50400
<br />S61,i00'0(
<br />431
<br />Side S-1Cpnll.clian
<br />EA
<br />30
<br />$2.300.00
<br />$75.000.00
<br />$1,200.00
<br />$96.000.00
<br />.51,500.10
<br />$45 ,000.00
<br />01
<br />$4.0.00
<br />$120.(100,01
<br />$3,1(10.(1(1
<br />39),000.1(
<br />46
<br />Erosion Control
<br />LS
<br />1
<br />$15.100.00
<br />515.000.00
<br />$15,000.00
<br />- $15.000,00
<br />.$30.000.00
<br />$30.000.00
<br />$10,000.00
<br />510,010.01
<br />.516.000.00
<br />$16.0(1(.(1(
<br />47
<br />Topsoil. Type
<br />CY
<br />170
<br />$40.00
<br />$6.900.00
<br />$75.00
<br />$12.730.00
<br />550.00
<br />38.500.00
<br />$11.00
<br />$3,270.00
<br />SIOR.00
<br />$19.160.Of
<br />q8
<br />Hydroaeedkng
<br />SY
<br />270
<br />$100
<br />$910.00
<br />$5.00
<br />51.350,00
<br />$5,10
<br />$1.350.00
<br />510.00
<br />$2,700.00
<br />510.00
<br />52,70.0(
<br />49
<br />MOnllmenl Caae
<br />EA
<br />1
<br />$610.00
<br />$600.00
<br />$1450.00
<br />$1.45400
<br />$600.00
<br />$60400
<br />$1.000.00
<br />$1.00410
<br />5900.00
<br />5900.0(
<br />310
<br />Concrete Sidewalk
<br />SY
<br />190
<br />560.07
<br />S11,400.0(1
<br />$80.00
<br />$15,200.00
<br />$70.00
<br />$13300.00
<br />555.00
<br />$1(1,450.00
<br />$96.00
<br />$16.1411,1
<br />51
<br />Concrete Curb
<br />LF
<br />300
<br />$24.00
<br />$7.200.00
<br />550.00
<br />$15.00),70
<br />$40.00
<br />.S I2.000.on
<br />335.01
<br />510,500.00
<br />S53.00
<br />$I6j(!0.(1
<br />52
<br />Curb Ramp, Type C or O
<br />EA
<br />2
<br />$1.300.00
<br />$2.60400
<br />- $1.50400
<br />$1,00400
<br />$3.000.00
<br />.$4,0(1(1.00
<br />$1,710.00
<br />$3,410.00
<br />.$2,430.00
<br />$4.860.0
<br />Crushed Sudacing Top Co,rs.
<br />TN
<br />400
<br />S2R.00
<br />$11.20).00
<br />$28.5(1
<br />$11.401.01
<br />.550.07
<br />S_20.000.00
<br />.515,00
<br />,$19000.00
<br />538.0(1I)(),()(
<br />34
<br />Crushed Surfacing Baas Course
<br />TN
<br />3,700
<br />$2.1,00
<br />$103,600.00
<br />.$29.511
<br />$105,45400
<br />$45.(1(1
<br />.$166,500.00
<br />$15.00
<br />$129,io000
<br />V1.00
<br />$114,700.01,
<br />5i
<br />Gravel Borrow
<br />TN
<br />15,000
<br />SIR.UO
<br />$274000,00
<br />$26.00
<br />$190,004,00
<br />$25,0(1
<br />S175,OIID.00
<br />$19.00
<br />5270,0011.00
<br />S29.Of1
<br />8433,000.0(
<br />56
<br />Foundilion Malarial Col.. A
<br />TN
<br />5(70
<br />$28,(70
<br />$14,000.0()
<br />$5000
<br />3_15.(10(1.(
<br />$611.00
<br />$10.00(1,1(1
<br />$1i.00
<br />$17.i0400
<br />,558,00
<br />S29,000,0
<br />57
<br />Force Account Work
<br />LS
<br />+
<br />$ I 0.010.00
<br />S 100.000,00
<br />$100.00400
<br />S I00.000.On
<br />$ l oo,1o0,0n
<br />S 100.000.00
<br />$100,000-00
<br />$100.000,00
<br />.S 100.000.00
<br />$10(1.1700.0(
<br />5g
<br />CSMH 22. Type 2. 72 InchDiamel.r
<br />LS
<br />1
<br />$14.000.00
<br />$14.00400
<br />.$18.501.00
<br />S 18.500.00
<br />$7.080.00
<br />$7.08400
<br />$12.0(7(.00
<br />.$12.001.0(7
<br />.S24,000.00
<br />$24,(1(11.0(
<br />Cnntracl To W':
<br />$1415,24i.00.
<br />$3.211,1,77.00
<br />$1,660,000.00
<br />$.1.890,295.00
<br />$4,613.487.00
<br />Page 3 of 3
<br />
|