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PRELIMINARY ENGINEER'S ESTIMATE
<br />GARNET STREET RECONSTRUCTION (1,350 LF)
<br />NOW THEN ESTATES
<br />CITY OF RAMSEY
<br />JANUARY 8, 2015
<br />Prepared by: Bruce Westby, P.E.
<br />Proposed Construction Year: 2015
<br />SCHEDULE A: STREET CONSTRUCTION PREV
<br />ESTIMATED CONTINGENT EST. UNIT EST ESTIMATED
<br />DESCRIPTION QUANTITY QUANTITY UNIT PRICE QTY AMOUNT
<br />MOBILIZATION 0.67 0 LS $25,000.00 0.67 $16,750.00
<br />REMOVE CURB AND GUTTER 20 0 LF $10.00 NEW $200.00
<br />REMOVE BIT. CURB & PAVEMENT 4,950 0 SY $8.00 7,200 $39,600.00
<br />REMOVE 15" CMP 40 0 LF $15.00 30 $600.00
<br />SAWCUT BIT. PAVEMENT 204 0 LF $6.00 240 $1,224.00
<br />SAWCUT CONCRETE PAVEMENT 80 0 LF $8.00 140 $640.00
<br />REMOVE BIT. DRIVEWAY 370 59 SY $7.00 400 $2,590.78
<br />REMOVE CONCRETE DRIVEWAY/APRON 1,760 160 SF $2.00 370 $3,520.00
<br />COMMON EXCAVATION (CV) 1,900 194 CY $8.00 880 $15,202.00
<br />SUBGRADE EXCAVATION, REMOVE UNSUITABLE MATL (CV) 6,100 550 CY $9.00 8,400 $54,900.00
<br />HAUL AND DISPOSE EXCESS MATERIAL (CV) 6,100 550 CY $10.00 8,400 $61,000.00
<br />SELECT TOPSOIL BORROW (4") (CV) 360 60 CY $30.00 1,850 $10,800.00
<br />SELECT GRANULAR BORROW (36") (CV) 6,750 1,100 CY $12.00 10,500 $81,000.00
<br />AGGREGATE BASE - CLASS 5 MOD. (4") (CV) 720 104 CY $7.00 2,891 $5,036.89
<br />BITUMINOUS TACK COAT 260 42.5 GAL $4.00 335 $1,040.00
<br />BITUMINOUS BASE COURSE (LVNW35030B) (2") 575 96 TON $68.00 810 $39,066.00
<br />BITUMINOUS WEAR COURSE(MVWE35035C) (1.5") 415 56 TON $75.00 605 $31,115.63
<br />BIT. DRIVEWAY REPAIR/PATCH 370 59 SY $8.00 600 $2,960.89
<br />6" CONCRETE DRIVEWAY/APRON 1,760 160 SF $6.00 700 $10,560.00
<br />CONCRETE SIDEWALK (6') 8,100 0 SF $4.00 NEW $32,400.00
<br />PEDESTRIAN CURB RAMP 1 0 EA $1,500.00 NEW $1,500.00
<br />CONCRETE CURB AND GUTTER DESIGN - TYPE B618 2,900 200 LF $18.00 4,200 $52,200.00
<br />RELOCATE MAIL BOX/SUPPORT 9 1 EA $450.00 NEW $4,050.00
<br />ADJUST MH 14 0 EA $500.00 9 $7,000.00
<br />ADJUST VALVE CASTING 2 0 EA $250.00 5 $500.00
<br />SILT FENCE, TYPE MACHINE SLICED 2,025 0 LF $2.50 1,500 $5,062.50
<br />SOD 3,000 300 SY $3.50 7,933 $10,500.00
<br />TRAFFIC CONTROL 0.67 0 LS $8,000.00 0.67 $5,360.00
<br />SCHEDULE B: STORM SEWER
<br />TOTAL STREET CONSTRUCTION: $496,378.68
<br />6" DRAIN TILE 600 0 LF $6.00 600 $3,600.00
<br />15" RCP STORM SEWER 1,200 0 LF $28.00 1,040 $33,600.00
<br />21" RCP STORM SEWER 230 0 LF $40.00 140 $9,200.00
<br />21" RCP APRON 2 0 EACH $1,200.00 1 $2,400.00
<br />2' x 3' CATCHBASIN (INCL CASTING) 4 0 EACH $2,000.00 4 $8,000.00
<br />48" CATCHBASIN (INCL CASTING) 9 0 EACH $2,500.00 5 $22,500.00
<br />DRAINAGE IMPROVEMENTS (DITCH/POND) 0.67 0 LS $40,000.00 NEW $26,800.00
<br />TOTAL STORM SEWER CONSTRUCTION $106,100.00
<br />H:\Cases\CC\2015\1-13-15\Garnet&168thAve Engrs Est Feas Rpt FINAL PDF Page 1 of 6
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