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VILLAGE OF MAYFIELD
<br />2021 Street Striping
<br />Bid Tabulation -August 11,2021
<br />I')11) lilt) PRIM �N%1 6
<br />BT -1
<br />$0.80 MATH ERROR 30.00 MATH ERROR
<br />$35,383.90 BID AMOUNT $64,049.41 BID AMOUNT
<br />x I_ '%i'_I: I1.1:45 AM
<br />Pat Flowers, Inc.
<br />Trafftech, Inc.
<br />6044 Whiteford Dr.
<br />7000
<br />Hubbard
<br />BIDDERS
<br />Highland Heights,
<br />Ohio 44143
<br />Clewland, Ohio 44127
<br />(440)+F3:130473-2057
<br />(216)361-8808
<br />(440) 473.2057 Fax
<br />(216) 216458-0547 Fax
<br />#
<br />DESCRIPTION
<br />ONTY.
<br />UNIT
<br />LABOR
<br />MATERIAL
<br />UNIT PRICE
<br />TOTAL
<br />LABOR
<br />MACOSTERU\L
<br />UNIT PRICE
<br />TOTAL
<br />T
<br />T
<br />COST
<br />1 ITEM 642:
<br />8" WIDE (WHITE) CROSSWALK LINE @ 50 SF/GAL
<br />5609
<br />LF
<br />$0.60
<br />$0.30
<br />$0.90
<br />$5,048.10
<br />$1.00
<br />$0.15
<br />$1.15
<br />$6,450.35
<br />2 ITEM 642:
<br />8" WIDE (WHITE) CROSSWALK DIAGONAL (45') LINE
<br />4000
<br />LF
<br />$0.60
<br />$0.30
<br />$0.90
<br />$3,600.00
<br />$1.00
<br />$0.15
<br />$1.15
<br />$4,600.00
<br />_L ITEM 642:
<br />24" WIDE (WHITE) STOP BAR @ 50 SF/GAL
<br />1769
<br />LF
<br />$052
<br />$0.48
<br />$1.00
<br />$1,769.00
<br />$2.00
<br />$040
<br />$240
<br />$4,245.60
<br />4 ITEM 642.
<br />8"WIDE(WHITE) CHANNEL LINE
<br />6449
<br />LF
<br />$0.10
<br />$0.15
<br />$0.25
<br />$1612.25
<br />$0.60
<br />$0.15
<br />$0.75
<br />$4,836.75
<br />5 ITEM 642:
<br />DOUBLE YELLOW LINE, EACH 4" WIDE
<br />20218
<br />LF
<br />$0.06
<br />$0.08
<br />$0.14
<br />$2,830.52
<br />$0.15
<br />$0.15
<br />$0.30
<br />$6,065.40
<br />6 ITEM 642:
<br />4'WIDE SINGLE (YELLOW) LINE
<br />6838
<br />LF
<br />$0.020
<br />$0.060
<br />$0.08
<br />$547.04
<br />$0.150
<br />$0.080
<br />$0.23
<br />$1572.74
<br />7 ITEM 642:
<br />18- (YELLOW) TRANSVERSE MARKING
<br />1008
<br />LF
<br />$0.45
<br />$0.40
<br />$0.85
<br />$856.80
<br />$1.30
<br />$0.27
<br />$1.57
<br />$1,582.56
<br />8 ITEM 642:
<br />4"WIDE(WHITE) EDGE LINE
<br />18432
<br />LF
<br />$0.02
<br />$0.050
<br />$0.070
<br />$1,290.24
<br />$0.15
<br />$0.080
<br />$0.230
<br />$4,239.36
<br />9 ITEM 642.
<br />4"WIDE BROKEN (YELLOW) CENTERLINE
<br />18061
<br />LF
<br />$0.01
<br />$0.040
<br />$0050
<br />$903.05
<br />$0.15
<br />$0.020
<br />$0.170
<br />$3,070.37
<br />10 ITEM 642.
<br />4" WIDE LANE LINE (WHITE)
<br />39918
<br />LF
<br />$0.01
<br />$0.040
<br />$0.050
<br />$1,995.90
<br />$0.15
<br />$0.030
<br />$0.180
<br />$7,185.24
<br />11 ITEM 642:
<br />4" WIDE CURB LINE (YELLOW)
<br />188
<br />LF
<br />$0.48
<br />$0.57
<br />$1.05
<br />$197.40
<br />$1.25
<br />$0.08
<br />$1.33
<br />$250.04
<br />ITEM 642:
<br />8' CURVED (WHITE) ARROW TO LEFT, PER COOT
<br />12
<br />MANUAL, @ 50 SF/GAL
<br />96
<br />EA
<br />$12.00
<br />$13.00
<br />$25.00
<br />$2,400. DO
<br />$40.00
<br />$1.50
<br />$41.50
<br />$3,984.00
<br />ITEM 642:
<br />8' CURVED (WHITE) ARROW TO RIGHT, PER ODOT
<br />13
<br />MANUAL. @ 50 SF/GAL
<br />30
<br />EA
<br />512.00
<br />$13.00
<br />$25.00
<br />$750.00
<br />$40.00
<br />$1.50
<br />$41.50
<br />$1,245.00
<br />ITEM 642-.
<br />13' STRAIGHT/RIGHT (WHITE) COMBINED ARROW,
<br />14
<br />PER ODOT MANUAL, @ 50 SF/GAL
<br />6
<br />EA
<br />$14.00
<br />$18.00
<br />$32. DO
<br />$192.00
<br />$45.00
<br />$3.00
<br />$48.00
<br />$288.00
<br />ITEM 642.
<br />13' STRAIGHT/LEFT (WHITE) COMBINED ARROW, PER
<br />15
<br />COOT MANUAL, @ 50 SF/GAL
<br />2
<br />EA
<br />$14.00
<br />$18.00
<br />$32.00
<br />$64.00
<br />$45.00
<br />$3.00
<br />$48.00
<br />$96.00
<br />ITEM 642:
<br />8' STRAIGHT ( WHITE) ARROW, PER COOT MANUAL,
<br />16
<br />@ 50 SF/GAL
<br />8
<br />EA
<br />$12.00
<br />$13.00
<br />$25.00
<br />$200.00
<br />$40.00
<br />$1.50
<br />$41.50
<br />$332.00
<br />ITEM 642:
<br />6' "ONLY" (WHITE) PAVEMENT MESSAGE, PER 0007
<br />17
<br />REQUIREMENTS, @ 50 SF/GAL
<br />55
<br />EA
<br />$15.80
<br />$16.20
<br />$32.00
<br />$1,760.00
<br />$50.00
<br />$2.00
<br />$52.00
<br />$2,860.00
<br />ITEM 642:
<br />6' "SCHOOL" (WHITE) PAVEMENT MESSAGE, PER
<br />18
<br />COOT REQUIREMENTS, @ 50 SF/GAL
<br />4
<br />EA
<br />$53.00
<br />$37.00
<br />$90.00
<br />$360.00
<br />$95.00
<br />$4.00
<br />$99.00
<br />$396.00
<br />19 ITEM 642.
<br />BULL NOSES (YELLOW)
<br />8
<br />EA
<br />$30.00
<br />1 $15.00
<br />545.00
<br />$360.00
<br />$55.00
<br />$4.00
<br />$59.00
<br />5472.00
<br />20 ITEM 642:
<br />BETA DRIVE SPEED TABLE PAVEMENT MARKINGS
<br />LUMP
<br />LUMP
<br />$140.00
<br />$125.00
<br />$265.00
<br />$265.00
<br />$200.00
<br />$10.00
<br />$210.00
<br />$210.00
<br />21 ITEM 642:
<br />CIVIC CENTER PARKING LOT STRIPING, AS PER PLAN
<br />LUMP
<br />LUMP
<br />$743.00
<br />$318.00
<br />$1,061.00
<br />$1,061,00
<br />$1,650.00
<br />$190.00
<br />$1,840.00
<br />$1,840.00
<br />22 ITEM 642:
<br />NORTH COMMONS BLVD. STREET STRIPING, AS PER
<br />LUMP
<br />LUMP
<br />$327.00
<br />$120.00
<br />$447.00
<br />$447.00
<br />$240.00
<br />$20.00
<br />$260.00
<br />$260.00
<br />23 ITEM 642:
<br />WORTON PARK DRIVE AND WILSON MILLS ROAD "NO
<br />LUMP
<br />LUMP
<br />$190.00
<br />$140.00
<br />$330.00
<br />$330.00
<br />$300.00
<br />$10.00
<br />$310.00
<br />$310.00
<br />ITEM 642:
<br />COMMUNITY ROOM PARKING LOT, AS PER PLAN
<br />24
<br />LUMP
<br />LUMP
<br />5836.00
<br />$418.00
<br />$1,254.00
<br />$1,254.00
<br />$1,528.00
<br />$180.00
<br />$1,708.00
<br />$1,708.00
<br />25 ITEM 642:
<br />PARKVIEW POOL PARKING LOT AS PER PLAN
<br />LUMP
<br />LUMP
<br />$800.00
<br />$490.00
<br />$1.290.00
<br />$1,290.00
<br />$1,750.00
<br />$200.00
<br />$1,950.00
<br />$1,950.00
<br />ITEM
<br />DISCRETIONARY ALLOWANCE TO BE UTILIZED AS
<br />26 SPECIAL.
<br />DIRECTED BY THE ENGINEER FOR UNSCHEDULED
<br />WORK ITEMS NOT INCLUDED IN THIS PROPOSAL OR
<br />qHQWN QN THP PLANS
<br />LUMP
<br />LUMP
<br />$0.00
<br />$4,000.00
<br />54,000.00
<br />$4,000.00
<br />$0.00
<br />$4,000.00
<br />$4,000.00
<br />$4,000.00
<br />TOTAL
<br />$35,36130
<br />$64,049.41
<br />I')11) lilt) PRIM �N%1 6
<br />BT -1
<br />$0.80 MATH ERROR 30.00 MATH ERROR
<br />$35,383.90 BID AMOUNT $64,049.41 BID AMOUNT
<br />x I_ '%i'_I: I1.1:45 AM
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