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CONSTRUCTION OF 15TH STREET
<br />CITY OF LAKE ELMO, MINNESOTA
<br />COMMISSION NO. 9492
<br />TOLTZ, KING, DU-V-A,L, ANDERSON
<br />AND ASSOCIATES, INCORPORATED
<br />ENGINEERS-ARCHITECTS-PlJ7 =*TFRS
<br />BIDS OPENED: APRIL 12, 1990 10:00 AM TABULATION OF BIDS .*K Denotes error in this line on original bi<
<br />ITEM AERO ASPHALT ALEXANDER CONST VALLEY PAVING
<br />NO, DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSIO]
<br />01-2101.502
<br />CLEAR TREES
<br />7.00
<br />EA
<br />46.00
<br />322.00
<br />100.00
<br />700.00
<br />65.00
<br />455.01
<br />02-2101.507
<br />GRUB TREES
<br />7.00
<br />EA
<br />69.00
<br />483.00
<br />50.00
<br />350.00
<br />55.00
<br />385.01
<br />03-2104.505
<br />REM/DISP BIT PAVEMENT
<br />6650.00.SY
<br />0.54
<br />3,591.00
<br />0.90
<br />5,985.00
<br />1.45
<br />9,642.51
<br />04-2104,521
<br />SALVAGE CS PIPE CULVERT
<br />204.00
<br />IF
<br />11.50
<br />2,346.00
<br />6.00
<br />1,224.00
<br />5.20
<br />1,060.81
<br />05-2104.521
<br />SALVAGE WIRE FENCE & POSTS
<br />190.00
<br />IF
<br />0.58
<br />110.20
<br />2.00
<br />380.00
<br />2.00
<br />380.0(
<br />06-2105.501
<br />COMMON EXCAVATION (P)
<br />7711.00
<br />CY
<br />2.85
<br />21,976.35
<br />2.35
<br />18,120.85
<br />4.75
<br />36,627.2!
<br />07-2105.507
<br />SUBGRADE EXCAVATION
<br />8591.00
<br />CY
<br />2.63
<br />22,594.33
<br />2.35
<br />20,188.85
<br />4.75
<br />40,807.21
<br />08-2105.522
<br />SELECT GRANULAR BORROW
<br />9325.00
<br />CY
<br />4.95
<br />46,158.75
<br />5.40
<br />50,355.00
<br />7.48
<br />69,751.01
<br />09-2105.525
<br />TOPSOIL BORROW
<br />400.00
<br />CY
<br />7.40
<br />2,960.00
<br />9.00
<br />3,600.00
<br />8.50
<br />3,400.01
<br />10-2130.501
<br />WATER FOR DUST CONTROL
<br />20.00
<br />MG
<br />28.75
<br />575.00
<br />18.00
<br />360.00
<br />15.00
<br />300.01
<br />11-2211.501
<br />AGGREGATE BASE CLASS 5
<br />6100.00
<br />TN
<br />4.93
<br />30,073.00
<br />5.32
<br />32,452.00
<br />5.24
<br />31,964.0(
<br />12-2331.508
<br />TYPE 41 WEAR COURSE MIXTURE
<br />845.00
<br />TN
<br />20.73
<br />17,516.85
<br />21.00
<br />17,745.00
<br />19.25
<br />16,266.21
<br />13-2331.510
<br />TYPE 32 BINDER COURSE MIX
<br />880.00
<br />TN
<br />18.11
<br />15,936.80
<br />18.46
<br />16,244.80
<br />18.75
<br />16,500.01
<br />14-2331.516
<br />TYPE 32 SHOULDER WEAR/DRIVEY
<br />570.00
<br />TN
<br />20.27
<br />11,553.90
<br />21.00
<br />11,970.00
<br />18.85
<br />10,744.5-
<br />15-2357.502
<br />BIT MATERIAL FOR TACK COAT
<br />350.00
<br />GA
<br />1.50
<br />525.00
<br />1.00
<br />350.00
<br />1.45
<br />507.51
<br />16-2501.511
<br />15" CS PIPE CULVERT
<br />68.00
<br />LF
<br />22.37
<br />1,521.16
<br />15.75
<br />1,071.00
<br />�15.50
<br />1,054.0,
<br />17-2501.511
<br />18" CS PIPE CULVERT
<br />192.00
<br />IF
<br />14.17
<br />2,720.64
<br />16.80
<br />3,225.60
<br />16.60
<br />3,187.2-
<br />18-2501.521
<br />28" SPAN CS PIPE ARCH CULVE
<br />120.00
<br />IF
<br />23.21
<br />2,785.20
<br />23.10
<br />2,772.00
<br />22.65
<br />2,718.0-
<br />19-2501.567
<br />15" GS SAFETY APRON/GRATE
<br />4.00
<br />EA
<br />328.90
<br />1,315.60
<br />275.00
<br />1,100.00
<br />268.00
<br />1,072.0,
<br />20-2501.567
<br />18" GS SAFETY APRON/GRATE
<br />12.00
<br />EA
<br />312.04
<br />3,744.48
<br />304.50
<br />3,654.00
<br />298.00
<br />3,576.0;
<br />21-2501.567
<br />28" SPAN GS PIPE ARCH APRON
<br />4.00
<br />EA
<br />140.00
<br />560.00
<br />241.50
<br />966.00
<br />240.00
<br />960.0,
<br />22-2557.501
<br />REPL SALVAGED WIRE FENCE
<br />190.00
<br />IF
<br />1.15
<br />218.50
<br />2.00
<br />380.00.
<br />6.00
<br />1,140.0�
<br />23-2573.501
<br />BALE CHECK
<br />90.00
<br />EA
<br />4.60
<br />414.00
<br />6.00
<br />540.00
<br />6.00
<br />540.0
<br />24-2575.501
<br />ROADSIDE SEEDING
<br />2.00
<br />AC
<br />425.92,
<br />851.84
<br />115.50
<br />231.00
<br />155.00
<br />310.0�
<br />25-2575.502
<br />SEED MIXTURE NO. 500
<br />100.00
<br />LB
<br />1.73
<br />173.00
<br />3.15
<br />315.00
<br />1.40
<br />140.0
<br />26-2575.505
<br />SODDING TYPE A
<br />1850.00
<br />SY
<br />1.55
<br />2,867.50
<br />1.60
<br />2,960.00
<br />1.55
<br />2,867.5
<br />27-2575.511
<br />MULCH MATERIAL TYPE 1
<br />4.00
<br />TN
<br />231.00
<br />924.00
<br />115.50
<br />462.00
<br />180.00
<br />720.0�
<br />28-2575.532
<br />COMM FERTILIZER 12-12-12
<br />1000.00
<br />LB
<br />0.51
<br />510.00
<br />0.42
<br />420.00
<br />0.25
<br />250.0
<br />29-0563.601
<br />DETOUR SIGNING
<br />1.00
<br />LS
<br />1830.00
<br />1,830.00
<br />1000.00
<br />1,000.00
<br />7500.00
<br />7,500.0
<br />197,158.10*
<br />199,122.;10
<br />264,825.7.
<br />
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