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Revised
<br />is 1
<br />•
<br />N
<br />M # I
<br />ITEM
<br />UNIT
<br />LimktSAmtBid
<br />ak
<br />Used
<br />I Amonat
<br />;
<br />(
<br />1
<br />1
<br />202
<br />PAVEMENT REMOVED i
<br />SY
<br />0
<br />510
<br />$ 16.00
<br />0.00
<br />#DN/O!
<br />$
<br />2
<br />1 1
<br />202
<br />WALK REMOVED
<br />SF
<br />3,819.50
<br />3,236 1
<br />$ 2.00
<br />3819.50
<br />100%
<br />$ 7 639.00
<br />3
<br />1
<br />202
<br />PIPE REMOVED, 24" AND UNDER
<br />FT
<br />0
<br />100
<br />$ 1.00
<br />0.00
<br />#DIV/0!
<br />$
<br />4
<br />1
<br />202
<br />MANHOLE REMOVED
<br />EACH
<br />0 2
<br />$ 100.00
<br />0.00
<br />#DIV/O!
<br />$
<br />5
<br />1
<br />202
<br />CATCH BASIN REMOVED
<br />EACH
<br />0 2
<br />$ 100.00
<br />0.00
<br />#DIV/D!
<br />$ -
<br />6
<br />1
<br />203
<br />EXCAVATION
<br />CY
<br />4.72
<br />85
<br />$ 1.00
<br />4.72
<br />100%
<br />$ 4.72
<br />7 i
<br />1RADE
<br />COMPACTION
<br />Y
<br />22329
<br />510
<br />1.00
<br />22329
<br />1p096
<br />223.29
<br />8
<br />1
<br />204
<br />EMBANKMENT, AS PER PLAN
<br />CY
<br />0
<br />50
<br />$ 1.00
<br />0.00
<br />#DN/O!
<br />$
<br />9
<br />1
<br />204
<br />GRANULAR EMBANKMENT, AS PER PLAN
<br />CY
<br />0
<br />50
<br />$ 1.00
<br />0.00
<br />#DIV/O!
<br />$
<br />10
<br />1
<br />204
<br />GEOTEXTILE FABRIC
<br />SY
<br />0
<br />2000
<br />$ 0.50
<br />0.00
<br />#DIV/0!
<br />$
<br />11
<br />1
<br />0
<br />0.00
<br />#DN/O!
<br />12
<br />1
<br />608
<br />4" CONCRETE WALK AS PER PLAN
<br />SF
<br />3,819.50
<br />3,236
<br />$ 10.00
<br />3819.50
<br />100%
<br />$ 38195.00
<br />13
<br />1
<br />608
<br />CURB RAMP, TYPE A2, AS PER PLAN
<br />EACH
<br />5
<br />5
<br />$ 650.00
<br />5.00
<br />100%
<br />$ 3,250.00
<br />14
<br />1
<br />608
<br />CURB RAMP, TYPE B2, AS PER PLAN
<br />EACH
<br />6
<br />6
<br />$ 650.00
<br />6.00
<br />100% 1
<br />$ 3,900.00
<br />15 i
<br />1
<br />608
<br />CURB RAMP, TYPE B3, AS PER PLAN
<br />EACH
<br />13
<br />13
<br />$ 650.00
<br />13.00
<br />100%
<br />$ 8,450.00
<br />16
<br />1
<br />608
<br />DETECTABLE WARNING
<br />SF
<br />16
<br />40
<br />$ 45.00
<br />16.00
<br />100%
<br />$ 720.00
<br />17
<br />1
<br />623
<br />MONUMENT BOX ADJUSTED TO GRADE, APP
<br />EACH
<br />1
<br />6
<br />$ 650.00
<br />1.00
<br />100%
<br />$ 650.00
<br />18
<br />1
<br />623
<br />MONUMENT MISC.: CUYAHOGA COUNTY
<br />MONUMENT BOX
<br />EACH
<br />2
<br />2
<br />$ 650.00
<br />2.00
<br />100%$
<br />1,300 00
<br />19
<br />1
<br />623
<br />CENTERLINE MONUMENT BOX ASSEMBLY, TYPE 1
<br />EACH
<br />2
<br />2
<br />$ 650 Op
<br />2.00
<br />100%
<br />$ 1,300.00
<br />20 '
<br />1
<br />SPECIAL!
<br />MONUMENT MISC: MONUMENT REFERENCING
<br />EACH
<br />6
<br />6
<br />$ 175.00
<br />6.00
<br />100%
<br />$ 1,050.00
<br />21
<br />1
<br />659 .
<br />SOIL ANALYSIS TEST
<br />EACH
<br />0
<br />2
<br />$ 1.00
<br />0.00
<br />#DN/0!
<br />$
<br />22
<br />1
<br />32-11
<br />30
<br />32.11
<br />100%
<br />2 889.90
<br />23
<br />1
<br />SEEDING AND MULCHING, A
<br />SY
<br />400
<br />400
<br />2.
<br />400.00
<br />100%
<br />800.00
<br />24
<br />1
<br />659
<br />COMMERCIAL FERTILIZER
<br />TON
<br />0.00
<br />0.06
<br />$ 736.00 .
<br />0.00
<br />#DN/01
<br />$ -
<br />26
<br />1
<br />0
<br />rol
<br />27
<br />1
<br />832
<br />EROSION CONTROL
<br />EACH
<br />11
<br />10000
<br />S 1-w
<br />11.00
<br />100%
<br />$ 11.00
<br />28
<br />1
<br />605
<br />6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP,
<br />AS PER PLAN
<br />FT
<br />0
<br />120
<br />$ 8.00
<br />0.00
<br />#DIV/01
<br />$
<br />29
<br />1
<br />611
<br />6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS,
<br />AS PER PLAN
<br />FT
<br />0
<br />60
<br />$ 8.00
<br />0.00
<br />#DN/01
<br />$
<br />30
<br />1
<br />611
<br />12" CONDUIT, TYPE B, AS PER PLAN
<br />FT
<br />0
<br />50
<br />$ 25.00
<br />0.00
<br />#DIVIO!
<br />$
<br />31
<br />1
<br />611
<br />12"CONDUIT, TYPE C, AS PER PLAN
<br />FT
<br />0
<br />50
<br />$ 25.00
<br />0.DO
<br />#DN/0!
<br />$ -
<br />32
<br />1
<br />j
<br />611
<br />CATCH BASIN MISC.: CUYAHOGA COUNTY NO. 3C
<br />AS PER PLAN
<br />EACH
<br />0
<br />2
<br />$ 1,500.00
<br />0.00
<br />#DIW01
<br />$ -
<br />33
<br />1
<br />611
<br />CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN
<br />EACH
<br />23
<br />1 14
<br />$ 1,100.00
<br />23.00
<br />100%
<br />$ 25,300.00
<br />34 t
<br />1
<br />611
<br />CATCH 13ASIN RECONSTRUCTED TO GRADE, AS PER
<br />PLAN
<br />EACH
<br />4
<br />14
<br />$ 750.00I
<br />4.00
<br />100%
<br />$ 3,000.00
<br />35 1
<br />1 611 1
<br />MANHOLE NO.3. AS PER PLAN
<br />EACH
<br />0 2
<br />$ 1,500.00
<br />0.00
<br />#DIVIO!
<br />$
<br />36
<br />1
<br />i 611
<br />MANHOLE ADJUSTED TO GRADE, AS PER PLAN
<br />EACH
<br />( 26
<br />12
<br />$ 1,100.00
<br />26.00
<br />100%
<br />$ 28,600.00
<br />37
<br />1
<br />611
<br />MANHOLE RECONSTRUCTED TO GRADE, AS PER
<br />PLAN
<br />1 EACH
<br />0
<br />4
<br />$ 750.00
<br />0.00
<br />#DIV/01
<br />$
<br />38
<br />. 1
<br />638
<br />VALVE BOX ADJUSTED TO GRADE, AS PER PLAN
<br />EACH
<br />43
<br />38
<br />$ 650.00
<br />43.00
<br />100%
<br />$ 27 950.00
<br />39
<br />1
<br />s 638
<br />SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN
<br />EACH
<br />4
<br />40
<br />$ 100.00
<br />4.00
<br />100%
<br />$ 400.00
<br />40
<br />1
<br />SPECIAL
<br />MISCELLANEOUS METAL
<br />LB
<br />26,443
<br />33,000
<br />$ 1.60
<br />26443.00
<br />100%
<br />$ 42,308.80
<br />41
<br />1
<br />251
<br />PARTIAL DEPTH PAVED REPAIR (441), AS PER
<br />LAN
<br />SY
<br />0
<br />900
<br />$ 1500
<br />0.00
<br />#DIV/01
<br />$ -
<br />42
<br />! 1
<br />254
<br />PAVEMENT PLANING, PORTLAND CEMENT
<br />CONCRETE, AP PER PLAN
<br />f SY
<br />k 2,296.39
<br />700
<br />j $ 18.00
<br />! 2296.39 100%
<br />$ 41,335.02
<br />43 i 1
<br />255 FULL DEPTH AV MOVALAND RIGID
<br />REPLACMENT, CLASS QC MS<AS PER PLAN
<br />SY
<br />2160.07 2,175
<br />$ 120.0011
<br />2160.07
<br />10096
<br />$ 259,208.40
<br />44 1
<br />255 FULL DEPTH PAVEMENT SAWING
<br />FT
<br />4,729
<br />6,794
<br />$ 2.80
<br />4729.30
<br />100%
<br />$ 13,242.04
<br />45 1
<br />301
<br />ASPHALT CONCRETE BASE, PG 64-22, (449),
<br />(DRIVEWAYS), AP PER PLAN
<br />CY
<br />0
<br />10
<br />$ 830.D0
<br />0.00 #DN/01
<br />$ -
<br />46 1
<br />30441EE
<br />AGGREGATE BASE, AS PER PLAN
<br />CY
<br />30.26
<br />125
<br />$ 35.D0
<br />30.26 100%
<br />$ 1,059.10
<br />47
<br />1
<br />407
<br />NON -TRACKING TACK COAT
<br />GAL
<br />778
<br />1,001
<br />$ 4.00
<br />778.00
<br />100%
<br />$ 3,11200
<br />48
<br />1
<br />1 407
<br />TACK COAT, 702.13
<br />GAL
<br />1,29320
<br />1,432
<br />$ 4.00
<br />1293.20
<br />100%
<br />$ 5,172-80
<br />49
<br />1
<br />422
<br />AGGREGATE SINGLE CHIP, TYPE A
<br />SY
<br />20,987.34
<br />20.445
<br />$ 2.00
<br />20987.34
<br />100%
<br />$ 41,974.68
<br />50
<br />1
<br />: 422
<br />EMUSION, SINGLE CHIP SEAL, TYPE A
<br />GAL
<br />7,665
<br />8,065
<br />$ 4.001
<br />7665.00
<br />100%
<br />$ 30,660.00
<br />51
<br />1
<br />441
<br />!
<br />ASPHALT CONCRETE SURFACE COURSE, TYPE 1,
<br />(448), PG 7D-22M, AS PER PLAN
<br />CY
<br />631.43
<br />632
<br />$ 292.00
<br />631.43
<br />1
<br />100%
<br />$ 184,377.56
<br />52
<br />( 1
<br />441
<br />ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE,
<br />AS PER PLAN
<br />CY
<br />1,013.93
<br />! 885
<br />$ 240.00
<br />1013.93
<br />1 100%
<br />$ 243,343.20
<br />53
<br />1
<br />441
<br />64-22, AS PER PLAN
<br />448 PGVr4i;
<br />Cy
<br />77.75
<br />367
<br />! $ 75.00
<br />77.75
<br />100%
<br />$ 5,831.25
<br />54
<br />1
<br />1 441
<br />RE
<br />XCE
<br />(449). PG 64-22, AS PER PLAN
<br />CY
<br />0
<br />6
<br />$ 800.00
<br />0.00
<br />#DIV/O!
<br />: $ -
<br />55
<br />I 1
<br />451
<br />REINFORCED CONCRETE PAVEMENT MISC: 8"
<br />REINFORCED CONCRETE PAVEMENT, APP
<br />10.55
<br />SY
<br />80
<br />$ 75.00
<br />10.55
<br />'
<br />100%
<br />!$ 791.25
<br />56
<br />1
<br />i 452
<br />,6' NON REINFORCED CONCRETE PAVEMENT, CLASS
<br />QC MS, AS PER PLAN
<br />13.33
<br />SY
<br />330
<br />$ 60.00
<br />13.33
<br />( 100%
<br />Is 799.80
<br />57
<br />. 1
<br />609
<br />CURB, TYPE 2-13 USING CLASS QC MS, APP
<br />FT 1 715.90
<br />1,357
<br />$ 20.00
<br />715.90
<br />100%
<br />$ 14,318.00
<br />58
<br />1
<br />875
<br />LONGITUDINAL JOINT ADHESIVE LB 2,262
<br />2,262
<br />$ 5.D0
<br />! 2262.00
<br />100%
<br />j $ 11.310.00
<br />
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