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PAR33106.xis
<br />RAMSEY COUNTY PUBLIC WORKS
<br />Traffic Services
<br />Cvri TRACT WORK
<br />RICE ST & SOUTH OWASSO BLVDSYSTEM A
<br />INCLUDES INTERCONNECT AND RIGHT TURN LANES
<br />CON 33106
<br />PARTICIPATION COSTS
<br />RASED ON I OW 1310 BY FRATTAI ONF
<br />PARTICIPATION
<br />ITEM NO.
<br />ITEM
<br />UNIT
<br />TOTAL
<br />ESTIMATED
<br />QUANTITY
<br />UNIT
<br />PRICE
<br />TOTAL
<br />AMOUNT
<br />RAMSEY COUNTY
<br />GROUP 1
<br />CITY - LITTLE CANADA
<br />SAP 200 -102 -04
<br />GROUP 2
<br />CITY.ROSEVILLE
<br />SAP 60-252 -01
<br />GROUP 3
<br />QUANT.
<br />AMOUNT
<br />QUANT.
<br />AMOUNT
<br />QUANT.
<br />AMOUNT
<br />2021.501
<br />MOBILIZATION
<br />LUMP SUM
<br />1
<br />518,400.00
<br />518.400,00
<br />0.69
<br />512.696,00
<br />0.17
<br />53,128.00
<br />0.14
<br />52.57600
<br />2102.501
<br />PAVEMENT MARKING REMOVAL
<br />S.F
<br />625
<br />51,65
<br />51,031.25
<br />492.00
<br />5811.80
<br />133,00
<br />5219.45
<br />0.00
<br />30.00
<br />2104.501
<br />REMOVE 12' STORM SEWER PIPE
<br />L.F.
<br />12
<br />525.00
<br />5300.00
<br />12.00
<br />5300.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2104.501
<br />REMOVE CURB & GUTTER
<br />L.F.
<br />1196
<br />51.85
<br />52,212.60
<br />1040.00
<br />51,924.00
<br />156,00
<br />5288.60
<br />0.00
<br />50.00
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />S.Y
<br />74
<br />55.50
<br />5407,00
<br />51.00
<br />5280.50
<br />23.00
<br />5126.50
<br />0.00
<br />50.00
<br />2104.513
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />L.F.
<br />140
<br />55.25
<br />5735.00
<br />120.00
<br />5630.00
<br />20.00
<br />5105.00
<br />0.00
<br />5000
<br />2104.509
<br />REMOVE CATCH BASIN
<br />EACH
<br />1
<br />5140.00
<br />5140.00
<br />1,00
<br />5140.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2104.509
<br />REMOVE SURFACE DRAIN
<br />EACH
<br />2
<br />5140.00
<br />5280.00
<br />2.00
<br />5280.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2105.501
<br />COMMON EXCAVATION
<br />C.Y.
<br />1540
<br />59.50
<br />514.630.00
<br />1440.00
<br />513080.00
<br />100.00
<br />5950.00
<br />0.00
<br />50.00
<br />2105.522
<br />SELECT GRANULAR BORROW (LV)
<br />C.V.
<br />1058
<br />512.50
<br />513.22500
<br />1010.00
<br />512,625.00
<br />48.00
<br />5600.00
<br />0.00
<br />50.00
<br />2105.526
<br />SELECT TOPSOIL BORROW (LV)
<br />C.Y.
<br />155
<br />514,50
<br />52.247.50
<br />143.00
<br />52.07350
<br />12.00
<br />5174.00
<br />0.00
<br />50.00
<br />2130.501
<br />WATER (M)
<br />GAL (M)
<br />10
<br />530.00
<br />5300.00
<br />8.00
<br />5240.00
<br />2.00
<br />560.00
<br />0.00
<br />50.00
<br />2211.503
<br />AGGREGATE BASE. CLASS 6 (CV)
<br />C.Y.
<br />239
<br />522.10
<br />55,281.90
<br />213.00
<br />54,707.30
<br />26.00
<br />5574.60
<br />0.00
<br />50.00
<br />2232.501
<br />MILL BITUMINOUS SURFACE, 2' DEPTH
<br />S.Y.
<br />722
<br />53.85
<br />52,779.70
<br />589.00
<br />52.267.65
<br />133.00
<br />5512.05
<br />0.00
<br />50.00
<br />2340.508
<br />TYPE 47 WEARING COURSE MIXTURE
<br />TON
<br />141
<br />552.65
<br />57,423,65
<br />135.00
<br />57.107,75
<br />6.00
<br />5315.90
<br />0.00
<br />50.00
<br />2340.508
<br />TYPE 41 WEARING COURSE MIXTURE
<br />TON
<br />32
<br />564.75
<br />52,072.00
<br />27.00
<br />51,748,25
<br />5.00
<br />5323.75
<br />0.00
<br />50.00
<br />2340.510
<br />TYPE 47 BINDER COURSE MIXTURE
<br />TON
<br />141
<br />551.60
<br />57,275.60
<br />135.00
<br />56,966.00
<br />6.00
<br />5309.60
<br />0.00
<br />50.00
<br />2340.510
<br />TYPE 31 BINDER COURSE MIXTURE
<br />TON
<br />32
<br />563.75
<br />52,040.00
<br />27.00
<br />51721.25
<br />5.00
<br />5318.75
<br />0.00
<br />50.00
<br />2340.514
<br />TYPE 31 BASE COURSE. MIXTURE
<br />TON
<br />132
<br />550.55
<br />56,672,60
<br />122.00
<br />56,167.10
<br />10.00
<br />5505.50
<br />0.00
<br />50.00
<br />2357.502
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />149
<br />53.00
<br />5447.00
<br />135,00
<br />5405.00
<br />14.00
<br />542.00
<br />0.00
<br />50.00
<br />2502.541
<br />4' PERFORATED P. E. PIPE DRAIN
<br />L.F.
<br />560
<br />55.00
<br />52,800.00
<br />560.00
<br />52,800.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2503.541
<br />IT RC PIPE SEWER, 0E5 3006 CL. V
<br />L.F.
<br />44
<br />535.00
<br />51,540.00
<br />44.00
<br />51,540.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2504.602
<br />RELOCATE HYDRANT
<br />EACH
<br />2
<br />51.750,00
<br />53,500.00
<br />2.00
<br />53.500.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />2
<br />5150.00
<br />5300.00
<br />2.00
<br />5300.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE. DES. AOR F
<br />EACH
<br />2
<br />51,000.00
<br />52,000.00
<br />2.00
<br />52.000,00
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE, DES. C OR G
<br />EACH
<br />2
<br />51.250,00
<br />52,500.00
<br />2.00
<br />52,50000
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2506.511
<br />RECONSTRUCT MANHOLE
<br />L.F.
<br />6.3
<br />5215.00
<br />51.354,50
<br />6.30
<br />$1,354,50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2506.516
<br />CASTING ASSEMBLY
<br />EACH
<br />3
<br />5350.00
<br />51.050,00
<br />3.00
<br />51,050.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2506,522
<br />ADJUST FRAME AND RING CASTING
<br />EACH
<br />1
<br />5200.00
<br />5200.00
<br />1.00
<br />5200.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2531.501
<br />CONCRETE CURB & GUTTER. DES. 6624
<br />L.F.
<br />1154
<br />510.15
<br />511,713.10
<br />998.00
<br />510,129.70
<br />156.00
<br />51,583.40
<br />0.00
<br />50.00
<br />2531.602
<br />CONCRETE PEDESTRIAN RAMP
<br />EACH
<br />4
<br />5845.00
<br />53,380.00
<br />4.00
<br />53.380.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2563.601
<br />TRAFFIC CONTROL
<br />LUMP SUM
<br />1
<br />53,67500
<br />53.675.00
<br />0.69
<br />52,535.75
<br />0.17
<br />5624.75
<br />0.14
<br />5514.50
<br />2564.602
<br />PAVEMENT MESSAGE (LEFT AROW) EPDXY
<br />EACH
<br />4
<br />5120.00
<br />5480.00
<br />4.00
<br />5480.00
<br />0.00
<br />50.00
<br />0.00
<br />30.00
<br />2564.602
<br />PAVEMENT MESSAGE (RIGHT ARONO EPDXY
<br />EACH
<br />6
<br />5130.00
<br />5780.00
<br />700
<br />5520.00
<br />2.00
<br />5260.00
<br />0.00
<br />5000
<br />2564.603
<br />4' SOLID LINE WHITE-EPDXY
<br />L.F.
<br />890
<br />50.60
<br />5534,00
<br />790.00
<br />5474,00
<br />100.00
<br />560.00
<br />0.00
<br />50.00
<br />2564.603
<br />4' DOUBLE SOLID LINE YELLOW-EPDXY
<br />L.F.
<br />675
<br />51.25
<br />5843.75
<br />500.00
<br />5625.00
<br />175.00
<br />5218.75
<br />0.00
<br />50.00
<br />2564.604
<br />ZEBRA CROSSWALK WHITE -EPDXY
<br />S.F
<br />705
<br />54.30
<br />53.031.50
<br />705.00
<br />53,031,50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2573.502
<br />SILT FENCE, TYPE HEAVY DUTY
<br />L.F.
<br />1141
<br />53.00
<br />53.423.00
<br />999.00
<br />52,997.00
<br />142.00
<br />5426.00
<br />0.00
<br />50.00
<br />2575.505
<br />SODDING, TYPE LAWN
<br />S.Y.
<br />1408
<br />52.45
<br />53.449.60
<br />129700
<br />53,177.65
<br />111.00
<br />5271.95
<br />0.00
<br />50.00
<br />2575.532
<br />COMMERCIAL FERT., ANALYSIS I0 -20.20
<br />POUND
<br />73
<br />51,25
<br />591.25
<br />67.00
<br />583.75
<br />6.00
<br />57.50
<br />0.00
<br />50.00
<br />2564.531
<br />SIGN PANELS TYPE 0
<br />S.F.
<br />42
<br />528.60
<br />51,201.20
<br />4200
<br />51,201.20
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2565.511
<br />FULL T. ACT. T. CONTROL SIGNAL SYSTEM A
<br />SIG. SYS.
<br />1
<br />5156.500.00
<br />5156.500,00
<br />0.50
<br />578.250,00
<br />0.25
<br />539.125,00
<br />0.25
<br />539.125.00
<br />2565.601
<br />EMERGENCY VEHICLE PREEMPTION SYSTEM A
<br />L. SUM
<br />1
<br />55,20000
<br />55,200.00
<br />0.00
<br />50.00
<br />0.50
<br />52.600,00
<br />0.50
<br />52.600.00
<br />2565.602
<br />PVC HANDHOLE (INTERCONNECT)
<br />EACH
<br />4
<br />5755.00
<br />53,020.00
<br />4.00
<br />53.020.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2565.603
<br />2' NON-METALLIC CONDUIT (INTERCONNECT)
<br />L.F.
<br />1134
<br />59.50
<br />510.773.00
<br />1134.00
<br />510773,00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />2565.603
<br />610 FIBER OPTIC (INTERCONNECT)
<br />L.P.
<br />2078
<br />53.25
<br />56,753.50
<br />2078.00
<br />56,753.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />TOTAL 5317,994.20
<br />Suer 5219,447.65
<br />SUET. 553,731.05
<br />SUB T. $44,815.50
<br />Engineering & Inspection (6Y) 53,223.86
<br />G and Total 556,954.91
<br />Page 42
<br />52,688.93
<br />547,504.43
<br />
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