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Kimley*Horn
<br />PROJECT: 58TH AVENUE WIDENING (47th Street to 1/4 mile north of 49th Street)
<br />CLIENT: Indian River County
<br />Friday, October 25, 2019
<br />OPINION OF PROBABLE CONSTRUCTION COSTS - SCALE Report
<br />Roadway and Drainage
<br />"The Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractors methods of
<br />determining prices, or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to
<br />the Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer
<br />cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinion of probable costs."
<br />PAY
<br />ITEM NO.
<br />DESCRIPTION
<br />UNIT
<br />PROJECT
<br />QUANTITY
<br />UNIT
<br />COST
<br />PROJECT
<br />COST
<br />ROADWAY PAY ITEMS
<br />101-1A
<br />MOBILIZATION/ DEMOBILIZATION
<br />'LS
<br />1
<br />$50,000
<br />$50.000
<br />102-1A
<br />MAINTENANCE OF TRAFFIC
<br />LS
<br />1
<br />$10,000
<br />$10,000
<br />104-2A
<br />PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION
<br />LS
<br />1
<br />$35,000
<br />635.000
<br />108-1A
<br />CONSTRUCTION LAYOUT/ RECORD DRAWINGSLS
<br />1
<br />$12,500
<br />$12,500
<br />110-1-1A
<br />CLEARING&GRUBBING
<br />AC
<br />6.6
<br />$12,500
<br />$82,500
<br />120-1A
<br />REGULAR EXCAVATION
<br />CY
<br />3250
<br />$6.00
<br />$19.500
<br />120-4A
<br />SUBSOIL EXCAVATION
<br />CY
<br />175
<br />$12.00
<br />$2,100
<br />120-6A
<br />EMBANKMENT
<br />CY
<br />2,975
<br />$8.00
<br />523,800
<br />160-4A
<br />TYPE '13' STABILIZATION
<br />SY
<br />15,550
<br />64.50
<br />569,975
<br />285-701A
<br />CEMENTED COQUINA (LBR 100) (4')
<br />SY
<br />10.0
<br />$12.00
<br />$120
<br />285-704A
<br />CEMENTED COQUINA (LBR 100) (6')
<br />SY
<br />1,095
<br />$15.00
<br />516,425
<br />285-709A
<br />CEMENTED COQUINA (LBR 100) (10')
<br />SY
<br />12,915
<br />$18.00
<br />$232,470
<br />334-1-13A
<br />SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (1.75")
<br />TN
<br />1.460
<br />$105
<br />$153,300
<br />337-7-82A
<br />ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1.251
<br />TN
<br />1,150
<br />$120
<br />6138.000
<br />400.1-2
<br />CLASS I CONCRETE (ENDWALL)
<br />CY
<br />2.3
<br />$1.300
<br />$2,990
<br />425-1-351A
<br />INLET(CURB)(TYPE P-5)(< 10')
<br />EA
<br />3
<br />$5,300
<br />$15,900
<br />425-1-361A
<br />INLET (CURB) (TYPE P-6) (< 10')
<br />EA
<br />4
<br />$5,500
<br />522,000
<br />425-1-451A
<br />INLET (CURB) (TYPE J-5) (< 10')
<br />EA
<br />2
<br />$8,000
<br />$16,000
<br />452-1-461A
<br />INLET (CURB) (TYPE J-6)(< 10')
<br />EA
<br />2
<br />58,800
<br />$17,600
<br />425-1-521A
<br />INLET (DBI) (TYPE C) (<10')
<br />EA
<br />1
<br />$4,100
<br />$4,100
<br />425-1-529A
<br />INLET(DBI)(TYPEC)(WITH SLOTS)
<br />EA
<br />1
<br />$4.100
<br />$4,100
<br />425-1-541A
<br />INLET (DBI) (TYPED) (< 10')
<br />EA
<br />2
<br />$4.800
<br />59,600
<br />4252-72A
<br />MANHOLE (J-7)(> 10')
<br />EA
<br />1
<br />68200
<br />$8200
<br />425-5A .
<br />MANHOLE (ADJUST)
<br />EA
<br />1
<br />6900
<br />$900
<br />425-6A
<br />VALVE BOX (ADJUST)
<br />EA
<br />7
<br />6600
<br />$4200
<br />425-11A
<br />MODIFY EXISTING DRAINAGE STRUCTURE
<br />EA
<br />2
<br />$2,500
<br />$5,000
<br />430-175-115A
<br />CONCRETE PIPE CULVERT (15') (CL III)
<br />LF
<br />30
<br />$45.00
<br />$1,350
<br />430-175-118A
<br />CONCRETE PIPE CULVERT (18') (S/CD) (CL III)
<br />LF
<br />300
<br />$55.00
<br />516,500
<br />430-175-124A
<br />CONCRETE PIPE CULVERT (241 (S/CD) (CL 111)
<br />LF
<br />300
<br />$65.00
<br />519,500
<br />430.175-124AA
<br />CAP PIPE CULVERT (24') (S/CD) _
<br />LF
<br />25
<br />$55.00
<br />$1,375
<br />430-175-130A
<br />CONCRETE PIPE CULVERT(301 (S/CD) (CL III)
<br />LF
<br />300
<br />$75.00
<br />$22,500
<br />430-175-136A
<br />CONCRETE PIPE CULVERT (36') (S/CD) (CL III)
<br />LF
<br />350
<br />$85.00
<br />$29,750
<br />430-175-142A
<br />CONCRETE PIPE CULVERT (42") (S/CD) (CL III)
<br />LF
<br />400
<br />$105
<br />$42,000
<br />430-175-166A
<br />CONCRETE PIPE CULVERT (66') (S/CD) (CL III)
<br />LF
<br />70
<br />$380
<br />• 626,600
<br />430-175-218A
<br />CONCRETE PIPE CULVERT (14"X23") (S/CD) (CL III)
<br />LF
<br />25
<br />$55.00
<br />$1,375
<br />430-175-236A
<br />CONCRETE PIPE CULVERT (29'X45') (S/CD) (CL III)
<br />LF
<br />60
<br />$170.00
<br />610200
<br />430-982-123A
<br />MITERED END SECTION (15")
<br />EA
<br />1
<br />51,500
<br />51,500
<br />430-982-129A
<br />MITERED END SECTION (24")
<br />EA1
<br />$1,750
<br />$1,750
<br />430-984.625A
<br />MITERED END SECTION (14'X23')
<br />EA
<br />2
<br />$1,500
<br />$3,000
<br />515-2.311A
<br />PEDESTRIAN / BICYCLE RAILING (ALUMINUM) (42" PICKET RAIL)
<br />LF
<br />11
<br />$75.00
<br />$825
<br />520-1-10A
<br />CONCRETE CURB & GUTTER, TYPE F
<br />LF
<br />, 3,850
<br />$16.00
<br />561,600
<br />520-5-46A
<br />TRAFFIC SEPARATOR CONCRETE - TYPE IV MOD., 8' WIDE (OPT1ON 1)
<br />LF
<br />710
<br />$40.00
<br />$28,400
<br />522-2A
<br />CONCRETE SIDEWALK AND DRIVEWAYS (6' THICK)
<br />SY
<br />1,550
<br />$45.00
<br />569.750
<br />ROADWAY PAY ITEMS
<br />527-2A
<br />DETECTABLE WARNINGS
<br />SF
<br />40
<br />$40.00
<br />$1,600
<br />570-1-2A
<br />PERFORMANCE TURF (SOD) (BAHIA)
<br />SY
<br />14,000
<br />52.75
<br />638,500
<br />630-2-11AA
<br />CONDUIT (OPEN TRENCH) (F&I)(2"PVC)
<br />LF
<br />1,175
<br />57.50
<br />$8,813
<br />633-1-123AA
<br />FIBER OPTIC CABLE (F&I) (UNDERGROUND) (96 PAIR)
<br />LF
<br />1275
<br />66.50
<br />$8288
<br />633-2-31A
<br />FIBER OPTIC CONNECTION (INSTALL) (SPLICE)
<br />EA
<br />33
<br />6100
<br />$3,300
<br />180
<br />
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