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' OPINION OF COST
<br /> t WSB PROJECT:1999 Street and Watermain Improvements Design By: Greg Mori
<br /> Project Location: St.Anthony,ARV Checked By: Todd Hubme
<br /> WSB Project No: 1065.21 Date: 4-Sep-9
<br /> ' Line Unit Wilson St. Wilson St. Pahl Pahl Alley Wilson Alley Wilson Alley Wilson Alley Wilson Alley Wilson Alley Wilson Ponding
<br /> Ponding Estimated Estimated
<br /> From From Ave. Ave. to Coolidge to Coolidge to Coolidge to Coolidge to Coolidge to Coolidge Improvements Improvements Total Total
<br /> 29th Ave. 29th Ave. South of South of South of South of South of South of
<br /> To 27th To 27th Pahl Pahl Murray Murray St_Anthony St.Anthony
<br /> No. Description Unit Price QTY Cost QTY Cost QTY Cost QTY Cost QTY Cost QTY Cost Quantity Cost
<br /> ' A. SURFACE IMPROVEMENTS
<br /> ' 1 MOBILIZATION LUMP SUM 571,400.00 0.14 59,996.00 0.03 S2,142.001 0.01 5714.00 0.02 $1,428.00 0.01 $714.00 0.04 S2,956.001
<br /> 0.25 $17,850.00
<br /> 2 REMOVE CURB AND GUTTER LIN FT $2.00 2,400.00 $4,800.00 1,160.00 $2,320.00 $0.00 $0.00 $0.00 50.00 3,560.00 $7,120.00
<br /> 3 REMOVE SEWER PIPE(STORM) LIN FT $10.00 1,440.00 $14,400.00 $0.00 $0.00 115.00 $1,150.00 260.00 $2,600.00 $0.00 1,815.00 $18,150.00
<br /> 4 REMOVE SEWER PIPE(SANITARY) LIN FT $7.00 1,440.00 $10,080.00 $0.00 $0.00 300.00 Sz 100.00 400.00 $2,800.00 $0.00 2,140.00
<br /> $14,980.00
<br /> ' 5 REMOVE MANHOLE AND CB(STORM) EACH $350.00 25.00 $8,750.00 $0.00 $0.00 $0.00 2.00 $700.00 $0.00 27.00 $9,450.00
<br /> 6 REMOVE MANHOLE(SANITARY) EACH $350.00 6.00 $2,100.00 $0.00 $0.00 $0.00 1.00 $350.00 $0.00 7.00 $2,450.00
<br /> 7 REMOVE GATE VALVE AND BOX(ALL SIZES) EACH $150.00 $0.00 2.00 $300.00 $0.00 2.00 $300.00 $0.00 $0.00 4.00 $600.00
<br /> ' 8 REMOVE 1"CURB STOP&BOX EACH $30.00 $0.00 17.00 $510.00 $0.00 19.00 $570.00 $0.00 $0.00 36.00 $1,080.00
<br /> 9 REMOVE 1"TYPE K COPPER PIPE LIN FT $2.00 $0.00 500.00 $1,000.00 $0.00 230.00 $460.00 $0.00 $0.00 730.00 $1,460.00
<br /> 10 REMOVE WATER MAIN(ALL SIZES) LIN FT $5.00 400.00 $2,000.00 590.00 $2,950.00 $0.00 675.00 53,375.00 $0.00 $0.00 1,665.00
<br /> $8,325.00
<br /> 1 I REMOVE HYDRANT EACH 5300.00 2.00 $600.00 1.00 $300.00 $0.00 $0.00 $0.00 $0.00 3.00 5900.00
<br /> ' 12 REMOVE BITUMINOUS PAVEMENT(4') SO YD $1.50 4,200.00 $6,300.00 1,750.00 $2,625.00 700.00 $1,050.00 900.00 $1,350.00 810.00 $1,215.00
<br /> $0.00 8,360.00 $12,540.00
<br /> 13 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $1.50 140.00 5210.00 30.00 $45.00 100.00 $150.00 200.00 $300.00 160.00 $240.00 $0.00
<br />630.00 $945.00
<br /> 14 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $5.00 200.00 51,000.00 60.00 $300.00 200.00 $1,000.00 180.00 $900.00 25.00 $125.00
<br /> $0.00 665.00 $3,325.00
<br /> ' 15 REMOVE CONCRETE DRIVEWAY APRON SQ YD $5.00 90.00 $450.00 30.00 5150.00 $0.00 $0.00 $0.00 $0.00 120.00 $600.00
<br /> 16 REMOVE CONCRETE WALK SQ FT $5.00 300.00 51,500.00 1,200.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 1,500.00 $7,500.00
<br /> 17 SAWING BIT PAVEMENT(FULL DEPTH) LIN FT $3.00 300.00 $900.00 60.00 $180.00 100.00 $300.00 250.00 $750.00 150.00 $450.00 $0.00
<br /> 860.00 $2,580.00
<br /> ' 18 COMMON EXCAVATION CUYD $5.00 6,000.00 $30,000.00 2,000.00 SIO,ODO.00 350.00 $1,750.00 430.00 $2,150.00 380.00 $1,900.00 9,000.00
<br /> $45,000.00 18,160.00 $90,800.00
<br /> 19 GRANULAR BORROW(LV) CU YD $6.00 2,000.00 $12,000.00 1,000.00 $6,000.00 $0.00 $0.00 $0.00 $0.00 3,000.00 518,000.00
<br /> 20 TOPSOIL BORROW CU YD $7.00 600.00 $4,200.00 200.00 $1,400.00 60.00 S420.001 $0.00 $560.00 80.00 $560.00 $0.00 1,020.00
<br /> $7,140.00
<br /> 21 6"AGGREGATE BASE CLASS 5 TON $8.00 $0.00 $0.00 350.00 $2,800.00 360.00 $2,880.00 300.00 $2,400.00 $0.00 1,010.00 $8,080.00
<br /> 22 8"AGGREGATE BASE CLASS 5 TON 58.00 2,000.00 $16,000.00 960.00 57,680.00 $0.00 $0.00 $0.00 $0.00 2,960.00 $23,680.00
<br /> 23 TYPE 41 WEARING COURSE MIXTURE(2") TON $24.00 500.00 $12,000.00 210.00 $5,040.00 $0.00 $0.00 $0.00 $0.00 710.00 $17,040.00
<br /> 24 TYPE 41 WEARING COURSE MIXTURE(3") TON $24.00 50.00 $0.00 130.00 $3,120.00 170.00 $4,080.00 150.00 $3,600.00 $0.00 450.00 S10,800.00
<br /> ' 25 TYPE 31 BASE COURSE TON $22.00 500.00 $11,000.00 210.00 $4,620.00 $0.00 $0.00 $0.00 $0.00 710.00 515,620.00
<br /> 26 BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.00 140.00 $1,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 140.00 $1,400.00
<br /> 27 BITUMINOUS MATERIAL.FOR TACK COAT GAL S 1.50 230.00 $345.00 100.00 $150.00 $0.00 $0.00 $0.00 $0.00 330.00 $495.00
<br /> 28 CONCRETE CURB AND GUTTER,DESIGN 8618 LIN FT $6.50 2,400.00 $15,600.00 1,160.00 $7,540.00 $0.00 $0.00 $0.00 $0.00 3,560.00
<br /> $23,140.00
<br /> ' 29 6"CONCRETE DRIVEWAY PAVEMENT SQ YD $28.00 200.00 $5,600.00 60.00 SI,680.00 200.00 $5,600.00 180.00 $5,040.00 25.00 $700.00
<br /> $0.00 665.00 $18,620.00
<br /> 30 BITUMINOUS DRIVEWAY PAVEMENT SQ YD 515.00 140.00 $2,100.00 30.00 $450.00 100.00 51,500.00 200.00 $3,000.00 160.00 52,400.00
<br /> $0.00 630.00 59,450.00
<br /> 31 6"CONCRETE DRIVEWAY APRON SQ YD 528.00 90.00 $2,520.00 30.00 $940.00 $0.00 $0.00 50.00 50.00 120.00 $3,360.00
<br /> ' 32 4"CONCRETE SIDEWALK SQ FT $1.80 300.00 $540.00 1,200.00 $2,160.00 50.00 $0.00 50.00 $0.00 1,500.00 $2,700.00
<br /> 33 GOETEXTILE FABRIC SQ YD $2.00 4,160.00 $8,320.00 2,080.00 $4,160.00 $0.00 $0.00 50.00 $0.00 6,240.00 $12,480.00
<br /> 34 SODDING SQ YD 52.00 3,200.00 $6,400.00 1,200.00 $2,400.00 400.00 $800.00 500.00 51,000.00 500.00 $1,000.00 $0.00 5,800.00
<br /> $11,600.00
<br /> ' 35 LANDSCAPING LUMP SUM $40,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 1.00 $40,000.00 1.00 $40,000.00
<br /> 36 DEMOLISH AND REMOVE HOMFSIDISCONNECT UTILITIES LUMP SUM $10,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 4.00 $40,000.00 4.00
<br /> $40,000.00
<br /> SUBTOTAL $191,111.00 $72,942.00 $19,204.DO $31,393.00 $21,754.00 $127,856.00 $464,260.00
<br /> 10%CONTINGENCY $19,111.10 $7,294.20 $1,920.40 53,139.30 52,175.40 $12,785.60 $46,426.00
<br /> ' SUBTOTAL 5210,222.10 $80,236.20 $21,124.40 $34,532.30 $23,929.40 $140,641.60 $510,686.00
<br /> 309%INDIRECT COSTS $63,066.63 $24,070.86 $6,337.321 $10,359.69 $7,178.921 542,192.48 $153,205.80
<br /> TOTAL 1 $273,288.731 1 $104,307.06 $27,461.721 $44,891.99 S31,108.221 $192,834.081 $663,691.80
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