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<br /> Area A - 100 % Curb Removal - Full Depth Street Reconstruction - Open Cut WM - No Sidewalk Construction Project
<br /> Construction Cost $868,651.86 C/L length Cost Cost
<br /> Contingencies 5% 543,432.59 Center St 2000. 836,559
<br /> Engineering 30% 5260,595.56 Ivy Ct 420 s c , 169,733
<br /> Total Cost 1 $1,� Sumac Ct 420
<br /> ,,5 166,388
<br /> 2840 868,652 1,172,680
<br /> Cost Per C/L Foot 2840..-
<br /> 4 12.92
<br /> 1 Center Street J Ivy Ct 1 Sumac Ct - Total
<br /> '1o. Item 1 Units EE Unit Price Qty EE Total Price Qty EE Total Price Qty EE Total Price
<br /> CL Length' 2000 420 420
<br /> STREETS:
<br /> 1 MOBILIZATION LS $41,364.37 0.8 $33,091.50 0.1 54,136.44 0.1 $4,136.44 541,364.37
<br /> 2 TRAFFIC CONTROL LS 55,000.00 0.8 54,000.00 0.1 6500.00 0.1 $500.00 55,000.00
<br /> 3 PROTECTION OF CATCH BASIN IN STREET EA 5250.00 4 51,000.00 2 5500.00 2 $500.00 52,000.00
<br /> 4 PROTECTION OF CB, NON - STREET EA 5100.00 2 $200.00 0 50.00 2 5200.00 $400.00
<br /> 5 COMMON EXCAVATION (P) CY $8.00 6,806 554,444.44 1,429 $11,433.33 1,429 $11,433.33 $77,311.11
<br /> 6 SUBGRADEEXCAVATION CY 58.00 200 51,600.00 100 5800.00 100 9800.00 53,20000
<br /> 7 SUBGRADE PREPARATION - STREET SY $0.55 7,778 $4,277.78 1,633 $898.33 1,633 $898.33 $6,074.44
<br /> 8 SELECT GRANULAR BORROW (CV) CY 512.00 4,321 $51,851.85 907 $10,888.89 907 $10,888.89 573,629.63
<br /> 9 TOPSOIL BORROW (LV) CY 515.00 494 $7,407.41 104 $1,555.56 104 $1,555.56 $10,518.52
<br /> 10 GEOTEXTILE FABRIC, TYPE V SY 52.00 7,778 $15,555.56 1,633 53,266.67 1.633 63,266.67 522,088.89
<br /> 11 AGGREGATE BASE, CLASS 5 TN $9.00 3,422 930,800.00 719 $6,468.00 719 $6,468.00 $43,736.00
<br /> 12 8618 CONCRETE CURB AND GUTTER LF 511.00 4,000 544,000.00 840 59,240.00 840 59,240.00 562,480.00
<br /> 13 MISC. REMOVALS LS 55,000.00 1 55,000.00 1 55,000.00 1 55,000.00 515,000.00
<br /> • 14 REMOVE CURB 8 GUTTER
<br /> 15 4' PERFORATED F 53.00 4,000 512,000.00 840 52,520.00 840 52,520.00 517,040.00
<br /> RATED POLYETHYLENE PIPE
<br /> LF 52.75 4,000 511,000.00 840 52,310.00 840
<br /> 52.310.00 515.620.00
<br /> 16 TYPE LV 3 NON WEAR COURSE MIX (B) TN $65.00 724 547,064.81 152 59,883.61 152 $9.883.61 566,832.04
<br /> 17 TYPE LV 3 WEAR COURSE MIXTURE (B) TN $70.00 543 538,013.89 114 $7,982.92 114 $7,982.92 $53,979.72
<br /> 18 TYPE LV 4 WEAR COURSE MIX - DRIVEWAY TN 590.00 140 512,600.00 60 55,400.00 60 55,400.00 523,400.00
<br /> 19 CONCRETE DRIVEWAY RESTORATOIN SY $40.00 250 510,000.00 50 52,000.00 0 50.00 512,000.00
<br /> 20 BITUMINOUS MATERIAL FOR TACK COAT GL 53.50 315 $1,101.85 66 $231.39 66 $231.39 $1,564.63
<br /> 21 SAW AND SEAL PAVEMENT LF 61.75 4,000 57,000.00 840 51,470.00 840 $1,470.00 59,940.00
<br /> 22 SODDING, LAWN TYPE SY 53.00 4,444 513,333.33 933 $2,800.00 933 52,800.00 $18,933.33
<br /> 23 EXTEND HYDRANT BARREL LF 5350.00 5 51,750.00 1 5350.00 1 5350.00 52,450.00
<br /> 24 ADJUST VALVE BOX EA 5250.00 1 5250.00 0 50.00 0 50.00 5250.00
<br /> 25 ADJUST FRAME AND RING CASTING EA $350.00 9 53,150.00 1 5350.00 1 6350.00 53,850.00
<br /> Subtotal 5410,492.43 989,985.13
<br /> 588,185.13 $588,662.69
<br /> STORM SEWER:
<br /> 26 STORM SEWER CROSSING CORRECTION EA 96,000.00 3 518,000.00 1 56,000.00 1 56,000.00 530,000.00
<br /> 27 CONSTRUCT RAIN GARDEN SF $3.50 4,000 514,000.00 400 51,400.00 400 51,400.00 516,800.00
<br /> 28 15' RCP STORM SEWER LF $25.00 1,000 525,000.00 0 50.00 0 60.00 525,000.00
<br /> 29 2'x3' CB OR 4' DIA. CBMH EA 52,000.00 7 514,000.00 0 50.00 0 $0.00 514,000.00
<br /> 30 RAIN GARDEN SEEDING/BLANKET SY $1.25 444 $555.56 44 $55.56 44 555.56 5666.67
<br /> Subtotal 571,555.56 57,455.56 57,455.56 686,466.67
<br /> Total Construction Cost 6675,129.36
<br /> Contingency $33,756.47
<br /> Engineering, Etc. 5202,538.81
<br /> Total Project Costs 5911,424.63
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