|
BID TABULATION John Oliver & Associates, Inc.
<br />Owner: City of Ramsey
<br />City: CityatRamsey
<br />Project: improvement Project 95-13
<br />Project No.: 7098.10-03
<br />File No.: 7098.10-03
<br />Date: May, 1995
<br />BID SUMMARY
<br />TOTAL BID SCHEDULE A - Sanitary Sewer
<br />TOTAL BID SCHEDULE B - Watermain
<br />TOTAL BID SCHEDULE C - Sitework And Streets
<br />508,720.50
<br />147,84 .00
<br />73,015.25
<br />557,529.78
<br />135,884.36
<br />83.243.40
<br />834,424.25
<br />150,069.00
<br />7Z282.60
<br />Barbarossa & Sons
<br />LOW BID
<br />Northdale Const
<br />D H Blattner & Sons
<br />Arcon Construction
<br />..... .
<br />....... ...
<br />1 TOTAL
<br />$729,575.75
<br />$776,657.54
<br />... ... . .
<br />..
<br />$868,369.531
<br />.....
<br />...... .......
<br />..........
<br />.............
<br />. ..........
<br />X ..
<br />Q
<br />UANTITY.:
<br />PRIMX
<br />BID SCHEDULE A - Sanitary Sewer
<br />TV
<br />I
<br />Connect To Existing Pipe
<br />LS
<br />1.00
<br />2,110.00
<br />2,110.00
<br />18,333.33
<br />18,333.33
<br />6,5W.00
<br />6,500.00
<br />750.00
<br />750.00
<br />2
<br />30' RCP Cl 5,18-2Z Deep
<br />LF
<br />4.190.00
<br />97.00
<br />406,430.00
<br />99.39
<br />416,444.10
<br />115.00
<br />481.850.00
<br />125.11
<br />524.210.90
<br />3
<br />30 RCP: a * . 5, 22-26 Deep
<br />175.00
<br />98.00
<br />17,150.00
<br />99.39
<br />17.393.25
<br />116.00
<br />20.300.00
<br />139.31
<br />24,379.25
<br />4
<br />30" RCP, CA. 5,26-30 Deep
<br />LF
<br />85.00
<br />99.00
<br />8,415.00
<br />99.39
<br />8,448.15
<br />127.00
<br />10,795.00
<br />155.91
<br />13.252.35
<br />5
<br />30r RCP, C4.5,30-34 Deep
<br />LF
<br />140.00
<br />100.00
<br />14,000.00
<br />99.39
<br />13,914.60
<br />140.00
<br />19.600.00
<br />174.91
<br />24,487.40
<br />6
<br />Standard MH, 0-9 Deep, 60" Dia.
<br />EA
<br />10.00
<br />1.900.00
<br />19,000.00
<br />3,082-63
<br />30,826.30
<br />3.000.00
<br />30.000.00
<br />2,325.00
<br />23,250.00
<br />7
<br />Standard MH, O-V Deep. 72" Dia.
<br />EA
<br />3.00
<br />2,200.00
<br />6,600.00
<br />3.460.96
<br />10,382.88
<br />3,700.00
<br />11.100.00
<br />2,850.00
<br />8,550.00
<br />8
<br />Extra Depth MH, 60" Ole.
<br />LF
<br />152.50
<br />75.00
<br />11.437.50
<br />139.84
<br />21,325.60
<br />140.00
<br />21,350.00
<br />120.00
<br />18,300.00
<br />9
<br />Extra Depth MH, 72 Dia.
<br />LF
<br />52.50
<br />85.00
<br />4,462.50
<br />174.19
<br />9,144.98
<br />140=
<br />7.350.00
<br />165.25
<br />8,675.63
<br />10
<br />8" Drop Section, Elbow Only •
<br />EA
<br />4.00
<br />1,250.00
<br />5,000.00
<br />333.13
<br />1,332.52
<br />1.200.00
<br />4,800.00
<br />612.50
<br />2.450.00
<br />11
<br />8" Drop Section, Elbow & Tee
<br />EA
<br />ZOD
<br />1,400.00
<br />2,800.00
<br />572.75
<br />1,145.50
<br />1,500.00
<br />3,000.00
<br />763.75
<br />1.527.50
<br />12
<br />8" Drop Section Riser
<br />LF
<br />69.20
<br />65.00
<br />4,498.00
<br />79.82
<br />5,523.54
<br />120.00
<br />8.304.00
<br />55.00
<br />3,806.00
<br />13
<br />10" Drop Section, Elbow Only
<br />EA
<br />1.00
<br />1,400.00
<br />1,400.00
<br />409.10
<br />1 409.10
<br />1.600-00
<br />1.600.00
<br />668.75
<br />668.75
<br />14,
<br />10' Drop Section Riser
<br />LF
<br />10.25
<br />70.00
<br />717.50
<br />10112
<br />1.036.48
<br />141.00
<br />1,445.25
<br />58.00
<br />594.50
<br />16
<br />Crushed Rock Pipe Bedding
<br />TON
<br />85.00
<br />14.00
<br />1,190.00
<br />11.67
<br />991.95
<br />16.00
<br />1.360.00
<br />13.50
<br />1,147.50
<br />16
<br />Pipe Subgrade Correction
<br />CY
<br />195.00
<br />18.00
<br />3,510.00
<br />4.50
<br />877.60
<br />26.00
<br />5.070.00
<br />19.75
<br />3,851.25
<br />TOTAL BID SCHEDULE A - Sanitary Sewer
<br />508,720.50
<br />557,529.78
<br />634,424.25
<br />659,901.03
<br />BID SCHEDULE B -Watormain
<br />1
<br />Connect To Existing WM ( Swwood Drive)
<br />LS
<br />1.00
<br />560.00
<br />660.00
<br />3.600.00
<br />3.500.00
<br />1.000.00
<br />1.000.00
<br />362.60
<br />362.50
<br />2
<br />Connect To ExistIng WM (148th Lane)
<br />LS
<br />1.00
<br />550.00
<br />550.00
<br />700.00
<br />700.00
<br />1.000.00
<br />1,000.00
<br />487.50
<br />487.50
<br />3
<br />6" DIP, C1.52
<br />LF
<br />125.00
<br />16.00
<br />2,000.00
<br />14.75
<br />1,843.75
<br />17.00
<br />2.125.00
<br />17.53
<br />2,191.25
<br />4
<br />8 DIP, CA. 52
<br />LF
<br />2.200.00
<br />18.00
<br />39,600.00
<br />16.94
<br />37,268.00
<br />19.00
<br />41,800.00
<br />16.08
<br />35,376.00
<br />5
<br />12' DIP, C1.52
<br />LF
<br />2,650.00
<br />26.00
<br />68,900.00
<br />23.19
<br />61,453.50
<br />25.00
<br />66,250.00
<br />22.28
<br />59,042.00
<br />6
<br />6" Valve
<br />EA
<br />7.00
<br />375.00
<br />2,625.00
<br />3811.99
<br />2,722.93
<br />530.00
<br />3.710.00
<br />358.00
<br />2.506.00
<br />7
<br />8" Valve
<br />EA
<br />6.00
<br />525.00
<br />3,150.00
<br />515.06
<br />3,090.36
<br />680.00
<br />4.080.00
<br />559.00
<br />3,354.00
<br />8
<br />12" Valve
<br />EA
<br />3.00
<br />90000
<br />2,700.00
<br />874.60
<br />2,623.80
<br />1.100.00
<br />3.3170.00
<br />875.00
<br />2,625.00
<br />9
<br />Fire Hydrant
<br />EA
<br />6.00
<br />1.600.00
<br />9,600.00
<br />1,190.40
<br />7,142.40
<br />2,000.00
<br />12.000.00
<br />1.225.00
<br />7.350.00
<br />10
<br />12" Tee
<br />EA
<br />ZOO
<br />300.00
<br />600.00
<br />394.39
<br />788.78
<br />320.00
<br />640.00
<br />485.00
<br />970.00
<br />11
<br />12"x8"Tee
<br />EA
<br />1.00
<br />240.00
<br />240.00
<br />300.82
<br />300.82
<br />280.00
<br />280.00
<br />402.50
<br />402.50
<br />12
<br />12"x6" Tee
<br />EA
<br />3.00
<br />230.00
<br />690.00
<br />293.31
<br />879.93
<br />270.00
<br />810.00
<br />387.50
<br />1,162.50
<br />13
<br />12"- 45 Degree Bend
<br />EA
<br />4.00
<br />200-00
<br />800.00
<br />223.63
<br />894.12
<br />220.00
<br />880.00
<br />336.25
<br />1,345.00
<br />14
<br />12"- 22 12 Degree Bend
<br />EA
<br />1.00
<br />200.00
<br />200.00
<br />223.53
<br />223.53
<br />220.00
<br />220.00
<br />336.26
<br />336.25
<br />15
<br />12"xg"Reducer
<br />EA
<br />2.00
<br />140.00
<br />280.00
<br />138.71
<br />277.42
<br />180.00
<br />360.00
<br />256.00
<br />512.00
<br />16
<br />12' Plug
<br />EA
<br />5.00
<br />90.00
<br />450.00
<br />94;09
<br />470.45
<br />113.00
<br />56500
<br />82.50
<br />02.50
<br />17
<br />8" Tee
<br />EA
<br />2.00
<br />175.00
<br />350.00
<br />194.38
<br />388.76
<br />210.00
<br />420.00
<br />280.00
<br />560.00
<br />18
<br />B"x6*Tee
<br />EA
<br />3.00
<br />170.00
<br />510.00
<br />185.78
<br />667.34
<br />200.00
<br />600.00
<br />257.75
<br />773.25
<br />19
<br />8"- 2212 Degree Bend
<br />EA
<br />2.00
<br />130.00
<br />260.00
<br />123.96
<br />247.92
<br />160.00
<br />320.00
<br />207.50
<br />415.00
<br />20
<br />B"x6"Reducer
<br />EA
<br />1.00
<br />100.00
<br />100.00
<br />99.18
<br />99.18
<br />124.00
<br />124.00
<br />169.25
<br />169.26
<br />21
<br />8 Piug
<br />EA
<br />2.00
<br />70.00
<br />140.00
<br />73.67
<br />147.34
<br />81.00
<br />162.00
<br />49.00
<br />98.00
<br />22
<br />6" Tee
<br />EA
<br />2.00
<br />130.00
<br />260.00
<br />128.79
<br />257.58
<br />180.00
<br />360.00
<br />210.50
<br />421.00
<br />23
<br />6"- 90 Degree Bend
<br />EA
<br />ZOD
<br />110.00
<br />220.00
<br />104.55
<br />209,10
<br />129.00
<br />258.00
<br />161.00
<br />322.00
<br />24
<br />6" 2212 Degree Bend
<br />EA
<br />1.00
<br />100.00
<br />100.00
<br />97.10
<br />97.10
<br />123.00
<br />123.00
<br />155.00
<br />155.00
<br />25
<br />6 Plug
<br />EA
<br />1.00
<br />60.00
<br />60.00
<br />71.25
<br />71.25
<br />65.00
<br />65.00
<br />36.75
<br />36.75
<br />26
<br />Remove & Reinstal 6"- 45 Degree Bend
<br />LS
<br />1.00
<br />575.00
<br />575.00
<br />125.00
<br />125.00
<br />116.00
<br />116.00
<br />287.50
<br />287.50
<br />27
<br />Jack Bore 18" Casing
<br />LF
<br />90.00
<br />137.00
<br />12,330.00
<br />105.60
<br />9.504.00
<br />170.00
<br />15.300.00
<br />115.00
<br />10,350.00
<br />b
<br />TOTAL BID SCHEDULE B-Watermsln
<br />147.840.00
<br />135,084.36
<br />156,868.00
<br />132,022.75
<br />BID SCHEDULE C - Sitework And Streets
<br />1
<br />2101.511 Cleadng & Grubbing
<br />LS
<br />1.00
<br />15,000.00
<br />15,000.00
<br />19=.00
<br />19,200.00
<br />5,000.00
<br />5,000.00
<br />10,000.00
<br />10,000.00
<br />2
<br />2104.505 Remove Biturninous Pavement
<br />SY
<br />1,550.00
<br />1.50
<br />2,325.00
<br />3.50
<br />5.425.00
<br />2.00
<br />3,100.00
<br />1.60
<br />2.325.00
<br />3
<br />2104.509 Remove Existing Culvert
<br />EA
<br />8.00
<br />75.00
<br />600.00
<br />100.00
<br />$00.00
<br />290.00
<br />2,320.00
<br />125.00
<br />1,000.00
<br />4
<br />2105.526 Select Topsoil Borrow Mod. (CV)
<br />CY
<br />2,=.00
<br />7.60
<br />15,504.00
<br />8.50
<br />17,340.00
<br />9.60
<br />19,380.00
<br />11.25
<br />22,950.00
<br />5
<br />2130.501 Water
<br />M GAL
<br />40.00
<br />15.00
<br />600.00
<br />15.00
<br />600.00
<br />41.00
<br />1.640.00
<br />15.00
<br />600.00
<br />6
<br />2211.503 Aggregate Base Placed, CA. 5
<br />TON
<br />320.00
<br />14.40
<br />4,608.00
<br />10.18
<br />3,257.60
<br />7.70
<br />2,464.00
<br />12.50
<br />4.0017.00
<br />7
<br />2331.525 Type 41 WEA50055Y Wear
<br />TON
<br />150.00
<br />44.00
<br />6,600.00
<br />48.40
<br />7,260.00
<br />30.00
<br />4.500.00
<br />44.00
<br />6,600.00
<br />Course Mixture 2"
<br />8
<br />2501.511 15" CM Pipe Culvert 16 Ga.
<br />LF
<br />160.00
<br />17.00
<br />2,720.00
<br />19.81
<br />3,169.60
<br />28.00
<br />4,480.00
<br />21.00
<br />3,360.00
<br />9
<br />2501.515 15" CM Pipe Apron
<br />FA
<br />4.00
<br />110.00
<br />440.00
<br />108.58
<br />434.32
<br />210.00
<br />840.00
<br />87.50
<br />350.00
<br />10
<br />2501.673 Re-Install Existing Culvert
<br />EA
<br />3.00
<br />126.00
<br />375.00
<br />150.02
<br />450.06
<br />1,200.00
<br />3,600.00
<br />312.60
<br />937.50
<br />11
<br />0557.603 Temporary Fence
<br />LF
<br />2.420.00
<br />1.50
<br />3,630.00
<br />2.75
<br />6,655.00
<br />2.60
<br />6,050.00
<br />3.00
<br />7,260.00
<br />12
<br />0563.601 Traffic Control
<br />LS
<br />1.00
<br />5,000.00
<br />5.000.00
<br />3.500.00
<br />3,500.00
<br />4,500.00
<br />4.500.00
<br />2.000.00
<br />2.000.00
<br />13
<br />2573.501 Bale Check
<br />EA
<br />120.00
<br />5.50
<br />660.00
<br />8.00
<br />960.00
<br />10.00
<br />1,200.00
<br />6.00
<br />720.00
<br />14
<br />2673.503 Sift Fence, Pre-Assembled
<br />LF
<br />610.00
<br />3.00
<br />1,830.00
<br />2.75
<br />1.677.50
<br />2.50
<br />1,525.00
<br />2.00
<br />1.220.00
<br />15
<br />0675.501 Seeding
<br />AC
<br />6.37
<br />975.00
<br />6,210.75
<br />836-00
<br />5,325.32
<br />780.00
<br />4,968-60
<br />975.00
<br />6,210.75
<br />16
<br />2575.505 Sodding Type Lawn
<br />SY
<br />3,950.00
<br />1.75
<br />6.912.50
<br />1.82
<br />7.189.00
<br />1.70
<br />6,715.00
<br />1.75
<br />6,912.50
<br />i
<br />I I
<br />TOTAL BID SCHEDULE C - Sitework And Streets
<br />I
<br />i
<br />I
<br />73.015.251
<br />83 ,243.401
<br />I
<br />7Z282.60
<br />1
<br />445.75
<br />76, 11
<br />BID SUMMARY
<br />TOTAL BID SCHEDULE A - Sanitary Sewer
<br />TOTAL BID SCHEDULE B - Watermain
<br />TOTAL BID SCHEDULE C - Sitework And Streets
<br />508,720.50
<br />147,84 .00
<br />73,015.25
<br />557,529.78
<br />135,884.36
<br />83.243.40
<br />834,424.25
<br />150,069.00
<br />7Z282.60
<br />I .
<br />132,02275
<br />76,445.75
<br />1 TOTAL
<br />$729,575.75
<br />$776,657.54
<br />$863,574.85
<br />$868,369.531
<br />Page 1 of 2
<br />
|