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CONSTRUCTION OF 15TH STREET
<br />CITY OF LAKE ELMO, 14INNESOTA
<br />COMMISSION NO. 9492
<br />TOLTZ, FANG, DUVi---, ANDERSON
<br />AND ASSOCIATES, INCORPORATED
<br />ENGINEERS -ARCHITECTS -PLANNERS
<br />BIDS OPENED:
<br />APRIL 12, 1990
<br />10:00 AM TABULATION
<br />OF BIDS
<br />*
<br />Denotes error in this line on original big
<br />ITEM
<br />ENGINEER
<br />ESTIMATE
<br />T
<br />A SCHIFSKY & SONS ARNT CONST
<br />NO,
<br />DESCRIPTION
<br />OUANTITY UNIT PRICE
<br />EXTENSION
<br />UNIT
<br />PRICE EXTENSION UNIT PRICE EXTENSIO
<br />01-2101.502
<br />CLEAR TREES
<br />7.00
<br />EA
<br />100.00
<br />700.00
<br />40.00
<br />280.00
<br />50.00
<br />350.0
<br />02-2101.507
<br />GRUB TREES
<br />7.00
<br />EA
<br />100.00
<br />700.00
<br />40.00
<br />280.00
<br />50.00
<br />350.0
<br />03-2104.505
<br />REM/DISP BIT PAVEMENT
<br />6650.00
<br />SY
<br />1.50
<br />9,975.00
<br />0.60
<br />3,990.00
<br />0.62
<br />4,123.0
<br />04-2104.521
<br />SALVAGE CS PIPE CULVERT
<br />204.00
<br />LF
<br />1.00
<br />204.00
<br />5.25
<br />1,071.00
<br />6.00
<br />1,224.0
<br />05-2104.521
<br />SALVAGE WIRE FENCE & POSTS
<br />190.00
<br />LF
<br />1.00
<br />190.00
<br />1.00
<br />190.00
<br />1.00
<br />190.0
<br />06-2105.501
<br />COMMON EXCAVATION (P)
<br />7711.00
<br />CY
<br />3.06
<br />23,133.00
<br />1.84
<br />14,188.24
<br />1.78
<br />13,725.5
<br />07-2105.507
<br />SUBGRADE EXCAVATION
<br />8591.00
<br />CY
<br />3.00
<br />25,773.00
<br />1.84
<br />15,807;44
<br />1.78
<br />15,291.9
<br />08-2105.522
<br />SELECT GRANULAR BORROW
<br />9325.00
<br />CY
<br />5.00
<br />46,625.00
<br />4.60
<br />42,895;00
<br />4.56
<br />42,522.0
<br />09-2105.525
<br />TOPSOIL BORROW
<br />400.00
<br />CY
<br />8.00
<br />3,200.00
<br />6.50
<br />2,600.;00
<br />6.00
<br />2,400.0
<br />10-2130.501
<br />WATER FOR DUST CONTROL
<br />20.00
<br />MG
<br />10.00
<br />200.00
<br />15.00
<br />300,00
<br />25.00
<br />500.0
<br />11-2211.501
<br />AGGREGATE BASE CLASS 5
<br />6100.00
<br />TN
<br />5.50
<br />33,550.00
<br />4.25
<br />25,92500
<br />4.89
<br />29,829.0
<br />12-2331.508
<br />TYPE 41 WEAR COURSE MIXTURE
<br />845.00
<br />TN
<br />20.00
<br />16,900.00
<br />20.45
<br />17,280.25
<br />19.89
<br />16,807.0
<br />13-2331.510
<br />TYPE 32 BINDER COURSE MIX
<br />880.00
<br />TN
<br />18.00
<br />15,840.00
<br />18.15
<br />15,972.00
<br />18.56
<br />16,332.8
<br />14-2331.516
<br />TYPE 32 SHOULDER WEAR/DRIVEW
<br />570.00
<br />IN
<br />20.00
<br />11,400.00
<br />21.45
<br />12,226.,50
<br />19.95
<br />11,371.5
<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 />1.23
<br />430.5
<br />16-2501.511
<br />15" CS PIPE CULVERT
<br />68.00
<br />IF
<br />13.00
<br />884.00
<br />11.00
<br />748.00
<br />10.00
<br />680.0
<br />17-2501.511
<br />18" CS PIPE CULVERT
<br />192.00
<br />IF
<br />15.00
<br />2,880.00
<br />12.00
<br />2,304.00
<br />11.00
<br />2,112.0
<br />18-2501.521
<br />28" SPAN CS PIPE ARCH CULVER
<br />120.00
<br />LF
<br />20.00
<br />2,400.00
<br />16.50
<br />1,980:00
<br />15.00
<br />1,800.0
<br />19-2501.567
<br />15" GS SAFETY APRON/GRATE
<br />4.00
<br />EA
<br />100.00
<br />400.00
<br />203.00
<br />812.00
<br />185.00
<br />740.0
<br />20-2501.567
<br />18" GS SAFETY APRON/GRATE
<br />12.00
<br />EA
<br />120.00
<br />1,440.00
<br />230.00
<br />2,760.00
<br />210.00
<br />2,520.0
<br />21-2501.567
<br />28" SPAN GS PIPE; ARCH APRON
<br />4.00
<br />EA
<br />120.00
<br />480.00
<br />230.00
<br />920'od
<br />215.00
<br />860.0
<br />22-2557.501
<br />REPL SALVAGED WIRE FENCE
<br />190.00
<br />LF
<br />2.00
<br />380.00
<br />2.00
<br />380.00
<br />1.75
<br />332.5
<br />23-2573.501
<br />BALE CHECK
<br />90.00
<br />EA
<br />5.00
<br />450.00
<br />4.00
<br />360.00
<br />4.00
<br />360.0
<br />24-2575.501
<br />ROADSIDE SEEDING
<br />2.00
<br />AC
<br />200.00
<br />400.00
<br />143.00
<br />286.00
<br />110.00
<br />220.0
<br />25-2575.502
<br />SEED MIXTURE NO. 500
<br />100.00
<br />LB
<br />3.00
<br />300.00
<br />2.02
<br />202.00
<br />3.00
<br />300.0
<br />26-2575.505
<br />SODDING TYPE A
<br />1850.00
<br />SY
<br />3.00
<br />5,550.00
<br />1.45
<br />2,682.50
<br />1.50
<br />2,775.0
<br />27-2575.511
<br />MULCH MATERIAL TYPE 1
<br />4.00
<br />TN
<br />150.00
<br />600.00
<br />152.00
<br />608.00
<br />110.00
<br />440.0
<br />28-2575.532
<br />COMM FERTILIZER 12-12-12
<br />1000.00
<br />LB
<br />0.30
<br />300.00
<br />0.25
<br />250.00
<br />0.40
<br />400.0
<br />29-0563.601
<br />DETOUR SIGNING
<br />1.00
<br />LS
<br />1000.00
<br />1,000.00
<br />1500.00
<br />1,500.00
<br />5350.00
<br />5,350.0
<br />206,379.00
<br />169,147,93
<br />174,336.9
<br />
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