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ENGINEERS COST ESTIMATE
<br />FPL Indian River Service Center
<br />Project Description: 98th Avenue and 16th Street Improvements
<br />Date: 10/22/2020
<br />Pay Item
<br />Eng I Inee Unit
<br />Ind., n Rlwr County Fund
<br />-Cost
<br />Number
<br />Payit Deucription
<br />Quantity
<br />Unit
<br />"
<br />Cost Engineers Subtotal Cost
<br />Quantity Unit E.glneer�s Unit Cost Engineer's Subtotal Cost
<br />Total Quantity
<br />Total
<br />Engineer',
<br />iy -
<br />101-1
<br />MOBILIZATION/ DEMOBILIZATION
<br />LS
<br />$ 10010M.00 1 $
<br />100,OM.OD
<br />1
<br />$
<br />10010000
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />I
<br />LS
<br />$ 50,000.00 $
<br />50,000m
<br />1
<br />$
<br />.0
<br />SO,0OU.00
<br />104-2
<br />PREVE NTION, CONTROL& ABATEMENT OF ER05ION AND WATER POLLUTION
<br />I
<br />LS
<br />$ 15,000.00 $
<br />15,000.00
<br />108-1
<br />CONSTRUCTION LAYOUT/1
<br />LS
<br />$ 15,000.00 $
<br />15,000.00
<br />1
<br />1
<br />15,000.00
<br />110.1-1
<br />CLEARING & GRUBBING
<br />9.2
<br />AC
<br />$ 13,000.00 $
<br />119,600.00
<br />9,2
<br />15,000.00120-1
<br />119,600.00
<br />REGULAR EXCAVATION
<br />SZ02
<br />CY
<br />$ 8.00 $
<br />41,616.00
<br />5202
<br />$
<br />120-6
<br />EMBANKMENT
<br />4813
<br />CY$
<br />8.00 $
<br />38,504.00
<br />4813
<br />$
<br />41,616.00
<br />38,504.00
<br />1604
<br />TYPE "B" STABILIZATIONSTABILIZATION210-3
<br />14080
<br />SY
<br />$ 3.50 $
<br />49,280.00
<br />$
<br />PULL DEPTH BASE RECLAMATION (DEPTH TBD)
<br />SGO
<br />SY
<br />$ 3.00 $
<br />1,680.00
<br />-
<br />8095 1 SY $ 3.001 $ 24,285.00
<br />14080
<br />8655
<br />$
<br />49,280.00
<br />25,965.00
<br />285-709
<br />CEMENTED COQUINA, OPTIONAL BASE GROUP 9 (10")
<br />11725
<br />SY
<br />$ 17.00, $
<br />199,325.00
<br />1
<br />11725
<br />5
<br />199,325.00
<br />334-1-13A
<br />SUPERPAVE ASPHALT CONCRETE (SP -9.5) (TRAFFIC C)(1")
<br />$04
<br />TN
<br />$ 130.001 $
<br />104,520.00
<br />445 1 TN $ 130.00- $ 57,850.00
<br />1249
<br />$
<br />162,370,00
<br />334-1-1313
<br />_ SUPERPAVE ASPHALT CONCRETE SP -12.5) (TRAFFIC C) (1.5-)
<br />1206
<br />TN
<br />$ 130.00 $
<br />156,780.00
<br />668 TN -
<br />$ 130.00 96,840.00
<br />1874
<br />243,620.00
<br />334-1-13C
<br />_ SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (OVERBUILD)
<br />$
<br />868 TN 112,840.00
<br />$ 130.00
<br />868
<br />$
<br />112,840.00
<br />4OG-1-2
<br />_ CLASS I CONCRETE (ENDWALL)
<br />6.77
<br />CY
<br />$ 1,280.00 $
<br />81665.60
<br />6.77
<br />$
<br />8,665.60
<br />425-1-523
<br />_ INLET (DBI) (TYPE C) (I -BOTTOM) J<0')
<br />I
<br />EA
<br />$ 5,800.00 $
<br />5,800.00
<br />1
<br />$
<br />5,800.00
<br />425-1-541
<br />INLET (DBI) (TYPE 01 (,10')
<br />12
<br />EA
<br />$ 31500.00 $
<br />42,000.00
<br />12
<br />$
<br />42,000.00
<br />14254-551
<br />INLET JOBII (TYPE E) (,10'1
<br />1
<br />EA
<br />$ 4,500.0D $
<br />4,500.00
<br />1
<br />4,500.00
<br />425-2-41
<br />MANHOLE (P-7) (<10')
<br />1
<br />EA
<br />$ 4,000.00 $
<br />4,000.00
<br />1
<br />4,000.00
<br />425-2-61
<br />MANHOLE (P-8) (< 10')
<br />I
<br />EA
<br />4,000,00 $
<br />4,000.00
<br />1
<br />4,000.00
<br />425-6
<br />VALVE BOX (ADJUST)
<br />8
<br />EA
<br />450.00 5
<br />3,600.00
<br />8
<br />$
<br />3,600.00
<br />430.175-112
<br />CONCRETE PIPE CULVERT (12-1 (SICO) (CL 111)
<br />162
<br />LF
<br />40.00 $
<br />1!480 00
<br />162
<br />$
<br />6,480.00
<br />430-175m!18
<br />CONCRETE PIPE CULVERT (18") (S/CD) (CL 111)
<br />892
<br />LF
<br />$ SS -001 $
<br />49 060.00
<br />892
<br />$
<br />49,060.00
<br />43 0-175-1188
<br />CORRUGATED ALUMINUM PIPE CULVERT (1W) (S/CD)
<br />60-
<br />LF
<br />$ 55.001 $
<br />3,300.00
<br />60
<br />$
<br />3,300.00
<br />430-175-124
<br />CONCRETE PIPE CULVERT (24-) (S/CD) (CL 111)
<br />1334
<br />LF
<br />60.GO
<br />80,040.00
<br />1334
<br />80,040.00
<br />430.175-1248
<br />CORRUGATED ALUMINUM PIPE CULVERT (24") (S/CDJ
<br />20
<br />UP
<br />60.00
<br />1,200.00
<br />20
<br />1,200.00
<br />430.175-136
<br />_ CONCRETE PIPE CULVERT (36") (S/CD) (CL 111)
<br />64
<br />LF
<br />-$-80 00 $
<br />5,120.170
<br />64
<br />5,120.00
<br />430-175-1368
<br />CORRUGATED ALUMINUM PIPE CULVERT (36-1 (S/CD)
<br />20
<br />LF
<br />$ 80.00
<br />1,600.00
<br />20
<br />1,600.00
<br />430-982425
<br />MITERED END SECTION (ROUND) (18-) (CD)
<br />3
<br />EA
<br />$ 1,500.00 $
<br />4,500.00
<br />3
<br />4,500.00
<br />430-992429
<br />MITERED END SECTION (ROUND) (24-) (CD)
<br />I
<br />EA
<br />$ 1,600.00 $
<br />1,600.00
<br />1-
<br />$
<br />1,600,00
<br />520-1-7
<br />TYPE 'F" CURB & GUTTER
<br />1435
<br />LF
<br />$ 17.00 $
<br />24 395.00
<br />1435
<br />$
<br />24,395.00
<br />522-2
<br />CONCRETE SIDEWALKAND DRIVEWAYS (6- THICK)
<br />1310
<br />SY
<br />$ 52.00 $
<br />68,120.00
<br />1310
<br />$
<br />68,120.00
<br />527-2
<br />_ DETECTABLE WARNINGS
<br />10
<br />SF
<br />$ 28.00 $
<br />280.00
<br />10
<br />280.00
<br />530.3-4
<br />RIPRAP - RUBBLE (F&I) (DITCH LINING)
<br />71
<br />TN
<br />$ 84,00 $
<br />5,964.00
<br />71
<br />5,964.00
<br />538-1
<br />_ GUARDRAIL REMOVAL AND RESET
<br />60
<br />LF
<br />$ 13.00 $
<br />780.00
<br />60
<br />780.00
<br />570.1-1
<br />_ PERFORMANCE TURF (SOD) (BAHIA)
<br />18300
<br />SY
<br />$ 1.75 $
<br />32,02S.00
<br />18300
<br />$
<br />32,01500
<br />1644800
<br />_ FIRE HYDRANT (RELOCATE)
<br />3
<br />EA
<br />$ 3,423.00 $
<br />10,269.00
<br />3
<br />$
<br />10,269.00
<br />700-1-11
<br />SINGLE -POST SIGN (F&1) (- 12 SF)
<br />35
<br />AS
<br />$ 350.00 $
<br />12,250.00
<br />35
<br />$
<br />12,250.GO
<br />706-3
<br />RETRO, REFLECTIVE MARKERS
<br />294
<br />EA
<br />$ 5.00 $
<br />1,470.00
<br />294
<br />$
<br />1,470.00
<br />711-11-121
<br />THERMOPLASTIC, STD, WHITE, SOLID, 6"
<br />9800
<br />LF
<br />$ 1.50 $
<br />14,700.00
<br />9800
<br />$
<br />14,700.00
<br />711-11-123
<br />_ THERMOPLASTIC, STO, WHITE, SOLID, 12-
<br />225
<br />LF
<br />$ 3.00 $
<br />675.00
<br />225_
<br />$
<br />67-500
<br />711-11-125
<br />THERMOPLASTIC, STO, WHITE, SOLID, 24"
<br />250
<br />LF
<br />$ 5.00 $
<br />1,250.00
<br />250
<br />1,250.00
<br />711-11-141
<br />_ THERMOPLASTIC, STD,WHITE, SKIP (2'-4'/6'-10),6^
<br />86
<br />LF
<br />$ 1.50 $
<br />129.00
<br />86
<br />1.29.00
<br />711-11-160
<br />THERMOPLASTIC, STO, WHITE. MESSAGE
<br />it
<br />EA
<br />$ 190,00 $
<br />2,090.00
<br />11
<br />2,09 .00
<br />711=11-170
<br />THERMOPLASTIC, STD, WHITE, ARROW
<br />13
<br />EA
<br />$ 75.00 $
<br />975.00
<br />13
<br />$
<br />975.00
<br />711-11-221
<br />THERMOPLASTIC, STD, YELLOW, SOLID, 6"SS00
<br />LF
<br />1.50 $
<br />8,250.00$
<br />B,�50.
<br />5500
<br />$
<br />8,250.00
<br />711-11-224
<br />THERMOPLASTIC, STD, YELLOW, SOLID, 18-
<br />SO
<br />IF
<br />4. $
<br />200.00
<br />so
<br />$
<br />200.00
<br />711-16-231
<br />THERMOPLASTIC, STD, YELLOW, SKIP (10'-30%6"
<br />2725
<br />LF
<br />$ 1.50 $
<br />4,087.501
<br />2725
<br />$
<br />4,087-501
<br />JASI-010
<br />ADD 3 NEW DRAINAGE CROSSINGS & SWALE AREA ALONG 98th AVE,
<br />1
<br />1 1 LS 96,874.52 $ 96.874 57
<br />1
<br />$
<br />96,874.52
<br />Subtotal Subtotal Total
<br />FPL Funds IRCf.nd,
<br />
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