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PRELIMINARY ENGINEER'S ESTIMATE
<br />168th AVENUE RECONSTRUCTION (670 LF)
<br />NOW THEN ESTATES
<br />CITY OF RAMSEY
<br />JANUARY 8, 2015
<br />SCHEDULE A: STREET CONSTRUCTION
<br />Prepared by: Bruce Westby, P.E.
<br />Proposed Construction Year: 2015
<br />ESTIMATED CONTINGENT EST. UNIT ESTIMATED
<br />DESCRIPTION QUANTITY QUANTITY UNIT PRICE AMOUNT
<br />MOBILIZATION 0.33 0 LS $25,000.00 $8,250.00
<br />REMOVE CURB AND GUTTER 0 0 LF $10.00 NEW $0.00
<br />REMOVE BIT. CURB & PAVEMENT 2,457 0 SY $8.00 $19,653.33
<br />REMOVE 15" CMP 0 0 LF $15.00 $0.00
<br />SAWCUT BIT. PAVEMENT 0 0 LF $6.00 $0.00
<br />SAWCUT CONCRETE PAVEMENT 60 0 LF $8.00 $480.00
<br />REMOVE BIT. DRIVEWAY 0 0 SY $7.00 $0.00
<br />REMOVE CONCRETE DRIVEWAY/APRON 1,320 120 SF $12.00 $15,840.00
<br />COMMON EXCAVATION (CV) 900 53 CY $8.00 $7,198.44
<br />SUBGRADE EXCAVATION, REMOVE UNSUITABLE MATL (CV) 3,050 296 CY $9.00 $27,454.00
<br />HAUL AND DISPOSE EXCESS MATERIAL (CV) 3,050 296 CY $10.00 $30,504.44
<br />SELECT TOPSOIL BORROW (4") (CV) 170 21 CY $30.00 $5,096.67
<br />SELECT GRANULAR BORROW (36") (CV) 3,225 421 CY $12.00 $38,700.89
<br />AGGREGATE BASE - CLASS 5 MOD. (4") (CV) 350 47 CY $7.00 $2,449.74
<br />BITUMINOUS TACK COAT 130 22 GAL $4.00 $519.78
<br />BITUMINOUS BASE COURSE (LVNW35030B) (2") 285 48 TON $68.00 $19,412.49
<br />BITUMINOUS WEAR COURSE(MVWE35035C) (1.5") 215 37 TON $75.00 $16,133.13
<br />BIT. DRIVEWAY REPAIR/PATCH 0 0 SY $8.00 $0.00
<br />6" CONCRETE DRIVEWAY/APRON 1,320 120 SF $6.00 $7,920.00
<br />CONCRETE SIDEWALK (6') 4,020 0 SF $4.00 NEW $16,080.00
<br />PEDESTRIAN CURB RAMP 1 0 EA $1,500.00 NEW $1,500.00
<br />CONCRETE CURB AND GUTTER DESIGN - TYPE B618 1,450 110 LF $18.00 $26,100.00
<br />RELOCATE MAIL BOX/SUPPORT 4 0 EA $450.00 NEW $1,800.00
<br />ADJUST MH 2 0 EA $500.00 $1,000.00
<br />ADJUST VALVE CASTING 2 0 EA $250.00 $500.00
<br />SILT FENCE, TYPE MACHINE SLICED 1,005 0 LF $2.50 $2,512.50
<br />SOD 1,475 135 SY $3.50 $5,162.50
<br />TRAFFIC CONTROL 0.33 0 LS $8,000.00 $2,640.00
<br />SCHEDULE B: STORM SEWER
<br />TOTAL STREET CONSTRUCTION: $256,907.91
<br />6" DRAIN TILE 400 0 LF $6.00 $2,400.00
<br />15" RCP STORM SEWER 460 0 LF $28.00 $12,880.00
<br />21" RCP STORM SEWER 0 0 LF $40.00 $0.00
<br />21" RCP APRON 0 0 EACH $1,200.00 $0.00
<br />2' x 3' CATCHBASIN (INCL CASTING) 2 0 EACH $2,000.00 $4,000.00
<br />48" CATCHBASIN (INCL CASTING) 2 0 EACH $2,500.00 $5,000.00
<br />DRAINAGE IMPROVEMENTS (DITCH/POND) 0.33 0 LS $40,000.00 NEW $13,200.00
<br />TOTAL STORM SEWER CONSTRUCTION $37,480.00
<br />H:\Cases\CC\2015\1-13-15\Garnet&168thAve Engrs Est Feas Rpt FINAL PDF Page 4 of 6
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