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H : \PROJECTS \6509 \H I -M U\ EXCEL\ ESTIMATE \6509_SEQ_printable.xls.xls
<br />SRF NO. 0086509
<br />By:
<br />Checked:
<br />ENGINEER'S ESTIMATE
<br />C.S.A.H. 14/35E INTERCHANGE
<br />By: SRF CONSULTING GROUP, Inc.
<br />ITEM NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />2106.607 EXCAVATION - COMMON
<br />(P)
<br />CU YD
<br />2106.607
<br />2106.607
<br />2106.607
<br />2106.607
<br />2106.607
<br />EXCAVATION - SUBGRADE (P)
<br />COMMON EMBANKMENT (CV) (P)
<br />GRANULAR EMBANKMENT (CV) (P)
<br />SELECT GRANULAR EMBANKMENT (CV) (P)
<br />SELECT GRANULAR EMBANKMENT MODIFIED 10% (CV) (P)
<br />CU YD
<br />CU YD
<br />CU YD
<br />CU YD
<br />CU YD
<br />2123.610 STREET SWEEPER (WITH PICKUP BROOM)
<br />2130.501 WATER
<br />2211.503 AGGREGATE BASE (CV) CLASS 1 (P)
<br />2211.503 AGGREGATE BASE (CV) CLASS 6 (P)
<br />2232.501 MILL BITUMINOUS SURFACE (4.0 ")
<br />HOUR
<br />M GALLONS
<br />CU YD
<br />CU YD
<br />SQ YD
<br />2232.603
<br />2357.502
<br />2360.501
<br />2360.501
<br />MILLED RUMBLE STRIPS
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />TYPE SP 12.5 WEARING COURSE MIXTURE (2,B)
<br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,B)
<br />LIN FT
<br />GALLON
<br />TON
<br />TON
<br />2360.501
<br />2360.502
<br />2360.502
<br />2401.501
<br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,F)
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
<br />STRUCTURAL CONCRETE (3Y43)
<br />TON
<br />TON
<br />(P)
<br />TON
<br />CU YD
<br />2401.513
<br />2401.541
<br />2402.583
<br />2411.501
<br />TYPE MOD F (TL-4) RAILING CONCRETE (3Y46)
<br />REINFORCEMENT BARS
<br />ORNAMENTAL METAL RAILING TYPE SPECIAL 2
<br />STRUCTURAL CONCRETE (1A43)
<br />(P)
<br />(P)
<br />(P)
<br />(P)
<br />LIN FT
<br />POUND
<br />LIN FT
<br />CU YD
<br />2411.501 STRUCTURAL CONCRETE (3Y43)
<br />(P)
<br />CU YD
<br />2411.541 REINFORCEMENT BARS (P)
<br />2411.541 REINFORCEMENT BARS (EPDXY COATED) (P)
<br />2411.618 ARCHITECTURAL SURFACE FINISH (SINGLE COLOR) (P)
<br />2411.618 ARCHITECTURAL CONCRETE TEXTURE (BUSH HAMMER) (P)
<br />POUND
<br />POUND
<br />SQ FT
<br />SQ FT
<br />2451.501
<br />2451.501
<br />2451.503
<br />STRUCTURE EXCAVATION CLASS E
<br />STRUCTURE EXCAVATION CLASS U
<br />GRANULAR BACKFILL (CV)
<br />(P)
<br />(P)
<br />(P)
<br />CU YD
<br />CU YD
<br />CU YD
<br />2501.511
<br />2501 511
<br />2501.515
<br />15" CS PIPE CULVERT
<br />24" CS PIPE CULVERT
<br />12" GS PIPE APRON
<br />LIN FT
<br />LIN FT
<br />EACH
<br />2501.515
<br />2501.515
<br />2501.515
<br />2501.515
<br />15" GS PIPE APRON
<br />18" GS PIPE APRON
<br />24" GS PIPE APRON
<br />12" RC PIPE APRON
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />2501.515
<br />2501.515
<br />2501.515
<br />2501.515
<br />2501.515
<br />15" RC PIPE APRON
<br />18" RC PIPE APRON
<br />21" RC PIPE APRON
<br />24" RC PIPE APRON
<br />30" RC PIPE APRON
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />EACH
<br />2501.515
<br />2501.521
<br />2501 561
<br />2501 561
<br />36" RC PIPE APRON
<br />128" SPAN CAS PIPE -ARCH CULVERT 8 GAUGE
<br />18" RC PIPE CULVERT DESIGN 3006
<br />24" RC PIPE CULVERT DESIGN 3006
<br />(P)
<br />EACH
<br />LIN FT
<br />LIN FT
<br />LIN FT
<br />TOTAL PROJECT
<br />QUANTITIES
<br />ESTIMATED
<br />270574
<br />33541
<br />275862
<br />72334
<br />26166
<br />3551
<br />260
<br />600
<br />16
<br />39080
<br />280
<br />16670
<br />11630
<br />1760
<br />6040
<br />12940
<br />1760
<br />9320
<br />70
<br />397
<br />17350
<br />397
<br />304
<br />331
<br />22410
<br />41560
<br />4635
<br />4635
<br />300
<br />1471
<br />601.9
<br />18
<br />160
<br />11
<br />4
<br />1
<br />6
<br />2
<br />5
<br />4
<br />3
<br />6
<br />8
<br />2
<br />20
<br />60
<br />118
<br />ESTIMATED
<br />UNIT
<br />COST
<br />ESTIMATED
<br />TOTAL
<br />AMOUNT
<br />$5.00
<br />$1,352,870.00
<br />$5.00
<br />$6.00
<br />$12.00
<br />$167,705.00
<br />$1,655,172.00
<br />$868,008.00
<br />$16.00
<br />$20.00
<br />$418,656.00
<br />$71,020.00
<br />$100.00
<br />$26,000.00
<br />$25.00
<br />$30.00
<br />$15,000.00
<br />$480.00
<br />$20.00
<br />$1.50
<br />$781,600.00
<br />$420.00
<br />$0.15
<br />$1.50
<br />$2,500.50
<br />$17,445.00
<br />$40.00
<br />$70,400.00
<br />$35.00
<br />$211,400.00
<br />$45.00
<br />$55.00
<br />$40.00
<br />$500.00
<br />$582,300.00
<br />$96,800.00
<br />$372,800.00
<br />$35,000.00
<br />$70.00
<br />$1.40
<br />$145.00
<br />$400.00
<br />$500.00
<br />$27,790.00
<br />$24,290.00
<br />$57,565.00
<br />$121,600.00
<br />$165,500.00
<br />$1.40
<br />$31,374.00
<br />$1.50
<br />$62,340.00
<br />$2.00
<br />$8.00
<br />$9,270.00
<br />$37,080.00
<br />$20.00
<br />$2.00
<br />$10.00
<br />$6,000.00
<br />$2,942.00
<br />$6,019.00
<br />$30.00
<br />$540.00
<br />$40.00
<br />$6,400.00
<br />$190.00
<br />$2,090.00
<br />$210.00
<br />$220.00
<br />$230.00
<br />$840.00
<br />$220.00
<br />$1,380.00
<br />$450.00
<br />$900.00
<br />$415.00
<br />$2,075.00
<br />$500.00
<br />$550.00
<br />$570.00
<br />$756.00
<br />$2,000.00
<br />$1,650.00
<br />$3,420.00
<br />$6,048.00
<br />$990.00
<br />$400.00
<br />$30.00
<br />$1,980.00
<br />$8,000.00
<br />$1,800.00
<br />$35.00
<br />$4,130.00
<br />Page 2 OF 7
<br />PRINTED: 7/2/2009
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