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Area A - Full Depth Street Reconstruction Construction Project
<br /> Construction Cost $783,133.84 C/L length Cost Cost
<br /> Contingencies 5% $39,156.69 Center St 2000 n 739,157
<br /> Engineering 30%
<br /> 9� 9 $234,940.15 Ivy Ct 420 . '4' ,'tl19; 160,709
<br /> Total Cost lalattiblii Sumac Ct 420
<br /> 157,364
<br /> 2840 783,134 1,057,231
<br /> Cost Per C/L Foot 2840 ,OO
<br /> $372.26
<br /> Center Street I Ivy Ct I Sumac Ct I
<br /> f io. Item Units EE Unit Price Qty EE Total Price Qty EE Total Price Qty EE Total Price
<br /> CL Length' 2000 420 420
<br /> BASE BID:
<br /> STREETS:
<br /> 1 MOBILIZATION LS $37,292.09 0.8 $29,833.67 0.1 $3,729.21 0.1 $3,729.21
<br /> 2 TRAFFIC CONTROL LS $5,000.00 0.8 $4,000.00 0.1 $500.00 0.1 $500.00
<br /> 3 PROTECTION OF CATCH BASIN IN STREET EA $250.00 4 $1,000.00 2 $500.00 2 $500.00
<br /> 4 PROTECTION OF CATCH BASIN, NON- EA $100.00 2 $200.00 0 $0.00 2 $200.00
<br /> STREET
<br /> 5 COMMON EXCAVATION (P) CY $8.00 5,509 $44,074.07 1,157 $9,255.56 1,157 $9,255.56
<br /> 6 SUBGRADE EXCAVATION CY $8.00 200. $1,600.00 100 $800.00 100 $800.00
<br /> 7 SUBGRADE PREPARATION - STREET SY $0.55 6,296 $3,462.96 1,322 $727.22 1,322 $727.22
<br /> 8 SELECT GRANULAR BORROW (CV) CY $12.00 3,498 $41,975.31 735 $8,814.81 735 $8,814.81
<br /> 9 TOPSOIL BORROW (LV) CY $15.00 494 $7,407.41 104 $1,555.56 104 $1,555.56
<br /> 10 GEOTEXTILE FABRIC, TYPE V SY $2.00 6,296 $12,592.59 1,322 $2,644.44 1,322 $2,644.44
<br /> 11 AGGREGATE BASE, CLASS 5 TN $9.00 2,770 $24,933.33 582 $5,236.00 582 $5,236.00
<br /> 12 8618 CONCRETE CURB AND GUTTER LF $11.00 4,000 $44,000.00 840 $9,240.00 840 $9,240.00
<br /> 13 MISC. REMOVALS LS $5,000.00 1 $5,000.00 1 $5,000.00 1 $5,000.00
<br /> 14 REMOVE CURB & GUTTER LF $3.00 4,000 $12,000.00 840 $2,520.00 840 $2,520.00
<br /> 15 4" PERFORATED POLYETHYLENE PIPE LF $2.75 4,000 $11,000.00 840 $2,310.00 840 $2,310.00
<br /> 16 TYPE LV 3 NON WEAR COURSE MIX (B) TN $65.00 724 $47,064.81 152 $9,883.61 152 $9,883.61
<br /> 17 TYPE LV 3 WEAR COURSE MIXTURE (B) TN $70.00 543 $38,013.89 114 $7,982.92 114 $7,982.92
<br /> 18 TYPE LV 4 WEAR COURSE MIX - DRIVEWAY TN $90.00 140 $12,600.00 60 $5,400.00 60 $5,400.00
<br /> 19 CONCRETE DRIVEWAY RESTORATOIN SY $40.00 250 $10,000.00 50 $2,000.00 0 $0..00
<br /> 20 BITUMINOUS MATERIAL FOR TACK COAT GL $3.50 315 $1,101.85 66 $231.39 66 $231.39
<br /> 21 SAW AND SEAL PAVEMENT LF $1.75 4,000 $7,000.00 840 $1,470.00 840 $1,470.00
<br /> 22 SODDING, LAWN TYPE SY $3.00 4,444 $13,333.33 933 $2,800.00 933 $2,800.00
<br /> 23 EXTEND HYDRANT BARREL LF $350.00 5 $1,750.00 1 $350.00 1 $350.00
<br /> 24 ADJUST VALVE BOX EA $250.00 1 $250.00 0 $0.00 0 $0.00
<br /> 25 ADJUST FRAME AND RING CASTING EA $350.00 9 $3,150.00 1 $350.00 1 $350.00
<br /> Subtotal $377,343.24 $83,300.72
<br /> $81,500.72
<br /> STORM SEWER:
<br /> 26 STORM SEWER IMPROVEMENTS EA $6,000.00 3 $18,000.00 1 $6,000.00 1 $6,000.00
<br /> 27 CONSTRUCT RAIN GARDEN SF $3.50 4,000 $14,000.00 400 $1,400.00 400 $1,400.00
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