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1i
<br />MAYFIELD VILLAGE, OHIO
<br />WORTON PARK NEIGHBORHOOD -PHASE I CULVERT REPLACEMENT
<br />Bid l abulation May 13, 2022
<br />SHA JOB # 20-102
<br />Page 3 of 4
<br />BIDDERS
<br />a r1 o Inp rk
<br />aV"g o.,
<br />20309 FeW Alranw
<br />Middlabur9 Hai9hb, Ohio 44130
<br />440-97341929 440-234-2844(Fax)
<br />.
<br />I Iola -Su o avanno,
<br />11293 RoyalWn Road
<br />North ftoyallon, Ohio 44133
<br />440-237-1970 440.237-1976 Fax)
<br />ra ..1ruohon ompany
<br />30701 E.,IM Awnw
<br />W,.klifta, Ohio 44092
<br />440-5$61439 4466162442(Fax)
<br />n
<br />he a rp rwn
<br />en06 mac9
<br />ohn9 u.
<br />9715 Cl.... Road
<br />Brooklyn, Oh.. NIM
<br />440 -Ile -1000 118-661-0754(IF
<br />N
<br />DESCRIPTION
<br />UN'TY.
<br />UNIT
<br />LABORC05T
<br />MATERIAL
<br />COST
<br />UNIT PRICE
<br />TOTAL
<br />LABOR COST
<br />MATERIAL
<br />COST
<br />UNIT PRICE
<br />TOTAL
<br />LABOR COST
<br />MATERIAL
<br />COST
<br />UNIT PRICE
<br />TOTAL
<br />LABUH COST
<br />MATERIAL
<br />C051
<br />UNIT PRICE
<br />TOTAL
<br />1 IITEM 201
<br />CLEARING AN G U BANG AS PER PLAN
<br />LUMP
<br />LUMP
<br />$9,075.00
<br />$0.00
<br />$9.V7500
<br />$9,075.00
<br />$22,500. VO
<br />so Do
<br />$22,500.00
<br />$22,50000
<br />$15,028.00
<br />$15.028. V0
<br />$18,000.00
<br />$12.000. VO
<br />$WOW00
<br />$30. DOU.00
<br />ITEM 202'. 1"n1'z20' 51 EEL ROAD PLATE REMOVED AND
<br />1 DEL IVERLD IO MAYF IELD VILLAGE SERVICE DEPT
<br />3
<br />EACH
<br />$350..
<br />$000
<br />$3bU.0
<br />$1,050.00
<br />$3W.GO
<br />$OGU
<br />$390.00
<br />$VOV.VV
<br />$300. DO
<br />Woo
<br />$WU.W
<br />$BOU. VU
<br />$48. U0
<br />$32.00
<br />$80. UV
<br />$24000
<br />3 IT EM 202.
<br />PAVEMENT REMOVED
<br />519
<br />SY
<br />$1 OGG
<br />$0.00
<br />$10..
<br />$5,1W.00
<br />$8.VU
<br />$0 Go
<br />$8.00
<br />$4,152..
<br />$15.00
<br />WOO
<br />$15.00
<br />$7,713bGO
<br />$9.80
<br />$8.40
<br />$16.00
<br />$8, W4.OV
<br />4 ITEM 202
<br />PIPEREMOVEU 21 AND UNULR
<br />61
<br />LF
<br />$8. UV
<br />$0.00
<br />$B.00
<br />$488.00
<br />$1U. UU
<br />E2.W
<br />$12.00
<br />$732,W
<br />$20.00
<br />WOO
<br />$20.00
<br />$1.22ULOO
<br />$6 UD
<br />$4. 1U
<br />$11.90
<br />$671.UV
<br />5 II EM 203'.
<br />EXCAVATION INCLUDING ROCK AS PER PLAN
<br />Woo
<br />CY
<br />$2650
<br />$0.00
<br />$2050
<br />$42,40..
<br />$30. UU
<br />$V.W
<br />$30.00$48
<br />DUV. DO
<br />$35.00
<br />$U.OU
<br />$35.00
<br />$56.00000
<br />$22.80
<br />$15.29
<br />$38.00
<br />$BO, BOV.W
<br />0 II EM 203'.
<br />EMBANKMENT AS PER PLAN
<br />LUMP
<br />LUMP
<br />$2,900.00
<br />$1,500.00
<br />$41400. UO
<br />$4,400.00
<br />$5,.0. UU
<br />$U.00
<br />$5,000.00
<br />$5 OuuGu
<br />$O.W
<br />$0.00
<br />so 509..
<br />$6, 509. UV
<br />$To JUU OV
<br />$11.200. V0
<br />$28 Ow Do
<br />$28 OOUGU
<br />/ ITEM 2U4
<br />SUBGRADE COMPACTION
<br />519
<br />5Y
<br />$1.25
<br />$0.00
<br />51.25
<br />$048.75
<br />$1.59
<br />$V. VV
<br />$1.50
<br />$118.5U
<br />$2.00
<br />$UOU
<br />$2. D.
<br />$1,035 VV
<br />$1.20
<br />$O. BV
<br />$2.00
<br />$1,038.Do
<br />tl II EM 623'.
<br />CONSTRUC I ION LAYOUT S I AKES
<br />LUMP
<br />LUMP
<br />$5000.00
<br />$5000GU
<br />$0.00
<br />ED.VO
<br />$U..
<br />$5,OW.UU
<br />woo
<br />.
<br />$5,000
<br />V ITEM624.
<br />MOBILIZATION
<br />LUMP
<br />LUMP
<br />$1060000
<br />so Do
<br />$10.800.00
<br />WIDOW
<br />$15,900.00
<br />$U.UV
<br />$15.000.00
<br />$1 bGOu VU
<br />$0.00
<br />SONO
<br />42, 266 DO 1
<br />$42. ZVO VV
<br />812.000. VO
<br />$BLOOD..
<br />$20.990. VO
<br />$20.000.UV
<br />1U ITEMMAILBOX
<br />; IAL
<br />SUPPOR I SYS TEM, SINGLE
<br />2
<br />EACH
<br />$45.OU
<br />$50.00
<br />$95.0.
<br />$100. DO
<br />$2000.
<br />$1 SU. UV
<br />$350.00
<br />$/DV. VV
<br />$75. DO
<br />$25. V0
<br />$1UO. UV
<br />$200. VU
<br />$24U.U.
<br />$16000
<br />$400. VU
<br />$800.110
<br />11 11 EM
<br />IA
<br />MAILBOX
<br />2
<br />EACH
<br />$/V.OU
<br />$8000
<br />$1tl0. V0
<br />$320.00
<br />$5U.Go
<br />$1 VV. UU
<br />$150.00
<br />$3..VU
<br />$15.00
<br />$30.00
<br />$85.00
<br />$139.09
<br />$1LV00
<br />$99.09
<br />$4u Go
<br />$400.00
<br />ITEM REMOVE AND REINSI ALL EXISTING DRIVE POST
<br />12 SPECIAL LIGHT INULUUING NEW $LEG I RIC LINE, AS PER PLAN
<br />LUMP
<br />LUMP
<br />$VVU. VV
<br />$75U.00
<br />$1,930. UU
<br />$1,050. GO
<br />$4W GO
<br />$Too DO
<br />$500.00
<br />$390.00
<br />$UW
<br />$UGO
<br />$1 boo DO
<br />$1 Soo VO
<br />$1.5UU.00
<br />$1,WV.UU
<br />$2.SOU. UU
<br />$2,50.09
<br />13 IT EM 659
<br />SEEDING AND MULCHING AS PER PLAN
<br />LUMP
<br />LUMP
<br />$1,900.00
<br />$990.00
<br />$2,13V0. VO
<br />$2.800.00
<br />$15, OOV.OU
<br />$3 boo V0
<br />$18 500 00
<br />$18,5UU.VO
<br />S0.00
<br />SV.00
<br />$12,006.00
<br />$12,00.00
<br />$11. Duo 00
<br />$8000. VV
<br />$2000U.00
<br />$20.ODD GO
<br />14 ITEM
<br />SPECIALLUMP
<br />PRE-CONSIRUC110N VIDEO
<br />LUMP
<br />I $VSS.UU
<br />$O.W
<br />$955. VU
<br />$VSS. UU
<br />$1,boo ..
<br />so Do
<br />$T.O DO
<br />$1.SW. VU
<br />$U. VO
<br />E.O.
<br />$1,4U6.DO
<br />$1,400 UU
<br />$2AU0. VU
<br />$1600. VV
<br />$4000. VO
<br />$4000.09
<br />15 ITEM 832
<br />EROSION CONI ROLL AS PER PLAN
<br />LUMP
<br />LUMP
<br />58,00000
<br />$loon Do
<br />50.00
<br />$0090
<br />$8,090.00
<br />$5000.VU
<br />Ttl IIEM671.
<br />EROSION CON I ROL MAT 712. 11. I VPE B. AS
<br />DIRECTEDYT
<br />1909
<br />SY
<br />$1.15
<br />$2.00
<br />$4.75
<br />$4,]50.00
<br />41.99
<br />$1099
<br />$3000
<br />$3.VVV.UU
<br />$2.50
<br />$1030
<br />$4 V0
<br />$4,00000
<br />87.10
<br />$4 BV
<br />$1[000 1
<br />$12 UOU VU
<br />DFINNAGE
<br />17 111 EM 611. 12"CONDUI1 1'YPEG 70].33 AS PER PLAN
<br />128
<br />LF 11
<br />$36.00
<br />$62.00
<br />$98.00 1
<br />$12,544.00
<br />$50.00
<br />$32,00
<br />$82.00
<br />$10.496.00
<br />$50.00
<br />$SV.00
<br />WOOD
<br />$12,BOO W
<br />$5400
<br />$38.00
<br />$00.00
<br />$11,520.90
<br />1S ITEM BTI.
<br />48" CONDUIT. TYPE B 707.33 AS PER PLAN
<br />110
<br />LF
<br />$W.DD
<br />$104.00
<br />$194.DD
<br />521,340.00
<br />4100..
<br />Stl5.U0
<br />$185.00
<br />$18,150.90
<br />5200.00
<br />$155.00
<br />$355.00
<br />$38.050.00
<br />3190.00
<br />$12000
<br />mu OU
<br />$33.000. UU
<br />19 11 EM 611'.
<br />MANHOLE RECONSTRUCTED TO GRADE. AS PER
<br />P
<br />1
<br />EACH
<br />$/4V. UU
<br />86-0.0.
<br />$1,34U.UU
<br />51,30000
<br />s.UU.UO
<br />$4SU..
<br />$1,25.0.0
<br />$To IU.W
<br />$SD. UO
<br />$3W.W
<br />$8, to
<br />$8000G
<br />$4tlV0U
<br />$320. VV
<br />$BOO DO
<br />$BW. VV
<br />1V II EM 611'
<br />MISCELLANEOUS METALUUN
<br />1009
<br />U
<br />400.0
<br />$2.25
<br />$2.25
<br />$2,250.00
<br />$0.10
<br />$I./U
<br />$1.00
<br />$1,900.00
<br />$0.00
<br />$1.00
<br />$2.00
<br />420...0 VU
<br />$3.tlU
<br />$240
<br />$tl.VU
<br />$tl Duo Ou
<br />21 ITEM 301
<br />W ASPHAL I' CONCRETE BASE (TEMPORARY
<br />PAVEMENT
<br />SS
<br />CY
<br />$133.00
<br />$180.00
<br />$333.VU
<br />$1tl.315W
<br />$100.09
<br />$14S.UU
<br />$345.00
<br />$18,91bW
<br />$155.90
<br />$1 SVOU
<br />$395. VV
<br />$18,7/S. UU
<br />$2/V.DO
<br />$180 Do
<br />$4SV.VU
<br />E24,15U.W
<br />22 ITEM 301'
<br />6-ASPHALI CONCRETE8A5E
<br />72
<br />CV
<br />$114.00
<br />$165,00
<br />$2]9.00
<br />$20,088.00
<br />$1UO.VO
<br />$125.00
<br />$325.00
<br />$23,40000
<br />$150.00
<br />$15U.OU
<br />$30000
<br />$21, Boo OU
<br />$1950
<br />$132.00
<br />$33U.U0
<br />$23,780.00
<br />23 ITEM 394:
<br />0" AGGREGATE BASE AS PER PLAN
<br />200
<br />CV
<br />410.00
<br />$51.00
<br />$81.00
<br />$12,200.00
<br />$40.90
<br />$18,00
<br />$58.00
<br />$11,BOCOU
<br />$17.00
<br />$38.00
<br />$55.00
<br />$11,OV0.00
<br />$63.00
<br />$42.00
<br />$103. 00
<br />$21.00900
<br />24 11 EM 40T
<br />TACK GOAT 0.10 GALISV
<br />45
<br />GAL
<br />$5,00
<br />$0.50
<br />$11.50
<br />$517.50
<br />$tl.00
<br />$3. V0
<br />$11.00
<br />$485,00
<br />$11.W
<br />$4,00
<br />$1500
<br />$675,00
<br />$2.40
<br />$1 B0
<br />$4.00
<br />$180.00
<br />25 ITEM 441'.
<br />11/2"ASPHALT CONCRE TE INTERMEDIATE COURSE
<br />18
<br />CV
<br />$156.00
<br />$210.00
<br />$OB.W
<br />$6,588.00
<br />$30VA0
<br />$270. VU
<br />$570.00
<br />$10,200.00
<br />$310.00
<br />$180.OV
<br />$490.00
<br />58,829.00
<br />$IQ8 Do
<br />$72.DO
<br />$180. UV
<br />$3.240.00
<br />la ITEM 441.
<br />1 1/2" ASPHALT CONCRETE SURFACE COURSE, TYPE
<br />P-
<br />18
<br />CY
<br />5405.00
<br />$240.00
<br />$04S.0U
<br />$11.tl10.U0
<br />$009.90
<br />$L 70.00
<br />$5]0.00
<br />$10,200.00
<br />$310.00
<br />$110.00
<br />$49000
<br />$8,82U Do
<br />3133.00
<br />$9000
<br />$1[3.09
<br />$4.0..90
<br />2/ IT EM 452
<br />6" NONREINFORCED CUNCRE I E PAVEMENT USING
<br />T-
<br />91
<br />SY
<br />$W.UU
<br />$65.00
<br />$95.00
<br />$8,740.00
<br />$40.00
<br />$25.UU
<br />$85.00
<br />$5,980.VU
<br />$22.00
<br />$43.W
<br />$65. V0
<br />$5,98U.0U
<br />$DOOU
<br />$40.49
<br />$1U1.VU
<br />$8,292.W
<br />2tl ITEM638
<br />VALVEBUXADJUSTEDT O GRADE AS PER PLAN
<br />1
<br />EACH
<br />$200.00
<br />$0 .00
<br />$200.00
<br />$20000
<br />$3.00
<br />0
<br />$50.UO
<br />$35000
<br />$35U.W
<br />$50.00
<br />$25.00
<br />$15.00
<br />$75. VU
<br />$258.00
<br />$172.00
<br />$43U Do
<br />$430 UO
<br />ITEM 6W
<br />29
<br />SPECIAL. W WATER MADUCTILE
<br />IN IRON PIPE
<br />BOLTLES5 RESTRAINED PUSH -ON JOINTS. TYPE It
<br />WITH REIAINED MECHANICAL JOINT FITTINGS, ANSI
<br />118
<br />LF
<br />$28. UV
<br />$00.00
<br />$116.00
<br />$13,024.00
<br />$200.0U
<br />$Stl. UO
<br />$258.00
<br />$3U2Ud,U0
<br />$150.W
<br />$155..
<br />$305.00
<br />$35,9VU.UV
<br />$321.00
<br />$214. UO
<br />$335. UV
<br />$83, 13V.W
<br />W IT EM 638.
<br />SPECIAL'. 10" STEEL CASING PIPE
<br />SO
<br />LF
<br />$40.00
<br />$80.00
<br />$120.00
<br />$6,000.00
<br />$190.00
<br />$80.00
<br />$180.00
<br />$9 WV.0O
<br />$10V.W
<br />$115,00
<br />$215.00
<br />$IO,75V.W
<br />$84 DO
<br />$56.00
<br />$14900
<br />$7,00. UV
<br />31 11 EM 638'
<br />SPECIAL. 8' CUTTING -IN -VALVE &VALVE BOX
<br />oMp1
<br />3
<br />EACH
<br />$L.WU.UV
<br />52175.00
<br />84,175.00
<br />5/2825.90
<br />$1 WU.UU
<br />$1SUU. UU
<br />$3,500.00
<br />$1OSUV.VU
<br />$1.80.00
<br />$2,000. D0
<br />$3BVO. VU
<br />$11.400 Do
<br />$4.449.00
<br />$2, BBV. DO
<br />$/,4UU.W
<br />$22, 2VU. UV
<br />32 ITEM 638.
<br />EXPLORAI IVE EXCAVATION AS PER PLAN
<br />LUMP
<br />LUMP
<br />34,1VU.W
<br />0.00
<br />$4, 100 OU
<br />$4,100.00
<br />1,SUU.OU
<br />$U.UU
<br />$1,500.00
<br />$1,5UU.00
<br />$0.00
<br />$o.W
<br />$5, 555. GO
<br />$5,555.09
<br />$3,tlUU.00
<br />$2,400. V0
<br />$6, WU.UII
<br />$6 OOO.UU
<br />J3 11 EM 631
<br />MAINTENANCL OF WAI Eft SERVICE. AS PER PLAN
<br />LUMP
<br />LUMP
<br />$1V.UW.UU
<br />$6,000.00
<br />225.00V.DU
<br />S1S.ODD.O.
<br />$t S,000,UV
<br />$3,000.90
<br />$18,000.OV
<br />$150UV.VV
<br />SONO
<br />SBU-
<br />$tl,126.W
<br />$6,1Ltl.VV
<br />$4.44000
<br />$1060.00
<br />57409.00
<br />$7 400
<br />34 ITEM 638'
<br />SPECIAL WA TER UEPARTMENT FEE ALLOWANCE
<br />LUMP
<br />LUMP
<br />$30..00
<br />$3,0.,00
<br />$3, OW. VV
<br />$3, ODD UU
<br />(2W AM LINI
<br />3, ITEM 202'
<br />STRUCTURE REMOVED. AS PER PLAN (INCL HW S)
<br />3
<br />EACH
<br />$6,U/9000
<br />$0.00
<br />$e,V/000
<br />815210.00
<br />$13,9.09
<br />$...D
<br />$15000.00
<br />$45.900,00
<br />$5,123.00
<br />40.90
<br />$5.113.90
<br />$15,00.00
<br />$11.UW.00
<br />$9,000.00
<br />$lO,UVU.VU
<br />$90,009.00
<br />Il EM 503'.
<br />COFFERDAMS AND EXCAVATION BRACING. AS PER
<br />PLAN
<br />LUMP
<br />LUMP
<br />$5,tlW.W
<br />31.000.00
<br />$tl,tlW. UV
<br />$9,900.00
<br />$J7000.00
<br />$S.SUU.OV
<br />$42,500.00
<br />$42.399.00
<br />$0.00
<br />SU.W
<br />$1tl,tl1B.00
<br />$16,919.00
<br />$31,10000
<br />$20.BOU.DO
<br />$S1.WU.UU
<br />$52.000.99
<br />37 ITEM503
<br />UNCLASSIFIED EXCAVATION INCLUDING ROCK
<br />LUMP
<br />LUMP
<br />$3 boo
<br />$0.00
<br />$3,560..
<br />Ell 35
<br />$1S,SUU. VU
<br />49.00
<br />515.500..
<br />$15,SUV.00
<br />$0.00
<br />$V.UU
<br />$14,928.00
<br />$14,029.00
<br />$.,UVV..
<br />$20,000 OU
<br />$SUOUV.UU
<br />$50.000 Do
<br />3B II LM 511'
<br />CLASS C CONCRETE HEADWALL FOOTING
<br />72
<br />CV
<br />$599.00
<br />$350.00
<br />$848.00
<br />$68.321.00
<br />$1,000.UO
<br />1tlS.W
<br />$1,165.00
<br />$03, Bao.VO
<br />$1,350.00
<br />$450.70
<br />$1,80.00
<br />$129.6UV.OU
<br />$1,lot
<br />$1.200.90
<br />$1,409.00
<br />$1]2.800.00
<br />39 Ii EM 511
<br />GLASS C CONCRETE HEADWALL AS PER PLAN
<br />44
<br />GV
<br />51.0..00
<br />1,133.00
<br />$3.133.00 1
<br />$137.852.00
<br />1,700.00
<br />$150.0.
<br />$1,850.00
<br />81,400.09
<br />$1,350.00
<br />$45.00
<br />81,800.00
<br />$]9,100.90
<br />$1,809.00
<br />$1.BOO.VO
<br />$3,tlU0.00
<br />$158.000.OU
<br />Page 3 of 4
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