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Street Reconstruction Cost Estimate � Bonestroo
<br /> Reconstruct Streets
<br /> Section A Section B1 Section B2 Altemate
<br /> No. Item Units Unit Price Total Price Total Price Total Price Q 7otal Price
<br /> CL Length' 1200 1482 586 325
<br /> 1 MOBILIZATION LS $10,000.00 1 $10,000.00 1 $10,000.00 0.5 $5,000.00 0.25 $2,500.00
<br /> 2 TRAfFIC CONTROL LS $5,000.00 1 $5,000.00 1 $5,000.00 0.5 $2,500.00 0.25 E1,250.00
<br /> 3 PR07ECilON Of CATCH BASIN IN STREET EA $250.00 6 E1,500.00 14 $3,500.00 0 $0.00 1 $250.00
<br /> 4 PROTECTI�N OF CATCH BASIN, NON-STREET EA $100.00 0 $0.00 0 $0.00 0 $0.00 0 E0.00
<br /> 5 SILT FENCE LF $3.00 2,400 $7,200.00 2,964 $8,892.00 1,172 $3,516.00 650 $1,95p.00
<br /> 6 ADJUST MH EA $250.00 0 $0.00 10 $2,500.00 0 $0.00 2 $500.00
<br /> 7 ADIUST GV EA $150.00 0 $0.00 10 b1,500.00 0 $0.00 4 $600.00
<br /> S COMMON EXCAVATION (P) CY $4.00 3,867 $15,466.&7 4,323 $17,290.00 2,165 $8,&59.78 948 53,791.67
<br /> 9 SUBGRADEEXCAVATION CY $6.00 1,160 $6,960,00 1,297 57,780.50 649 $3,896.90 284 $1,706.25
<br /> 10 SUBGRADE PREPARATION - STREET SY $0.55 7,733 $4,253.33 4,940 $2,717.00 2,474 $1,360.82 1,083 5595.83
<br /> 11 SELECT GRANULAR BORROW (C� CY $13.00 1,160 $15,080.00 4,041 $52,535.53 2,Q24 $26,312.67 886 $11,520.95
<br /> 12 GEOTEXTILE FABRIC, TYPE V SY $1.65 0 $0.00 4,940 $8,151.00 2,474 $4,082.47 1,083 $1,787.50
<br /> 13 AGGREGATE BASE, CLASS 5 TN $12.00 5,104 $61,248,00 2,174 $26,083.20 1,089 $13,063.89 477 $5,720.00
<br /> 14 6618 CONCRETE CURB AND GUTTER LF $9.00 2,400 $21,600.00 2,964 $26,676.00 7,172 $70,548.00 650 $5,850.00
<br /> 15 REMOVE BITUMINOUS PAVEMENT SY $1.00 3,467 83,466,67 4,281 $4,281.33 1,693 $1,692.89 939 $938.89
<br /> 16 REMOVE CURB & GUTTER LF $1,00 2,400 $2,400,00 0 $0.00 0 $0.00 0 $0.00
<br /> 17 4" PERFORATED POLYETHYLENE PIPE LF $4.OQ Q $0,00 2,964 $11,856.00 1,172 54,688.00 650 $2,600.00
<br /> I 18 1YPE LV 3 NON WEARING COURSE MIXTURE (B) TN $52.00 0 $0.00 454 $23,632.96 240 $12,459.66 100 55,182.67
<br /> 19 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 853.00 0 $0.00 341 $18,065.58 180 $9,524.45 75 $3,961.75
<br /> 20 TYPE SP 4 BITUMINOUS MIXTURE TN $60.00 2,392 $143,520,00 0 $0.00 0 $0.00 0 $0.00
<br /> 21 4" DOUBLE SOLID LINE, YELLOW EPDXY LF $1.00 1,200 $1,200.00 0 $0.00 0 50.00 0 $0.00
<br /> 22 4" SOLID LINE, WHITE EPDXY LF $0.50 2,400 $1,200,00 0 $0.00 0 $0.00 0 $0.00
<br /> 23 12" SOLID STOP LINE (BAR), WHITE EPDXY LF $9.00 120 $7,080.00 0 $0.00 0 50.00 0 $0.00
<br /> 24 PAVEMENT MESSAGE. LEFT TURN ARROW - EPDXY EA $150.00 6 $900.00 0 $0.00 0 $0.00 0 $0.00
<br /> 25 BITUMINOUS MATERIAL FOR TACK COAT GL $2.20 693 $1,525.33 198 $434.72 104 E229.19 43 595.33
<br /> Conswction Cost $303,600.00 $230,895.82 $107,534.72 550,800.64
<br /> Contlngencies (5%) $15,180.00 $11,544.79 $5,376.74 $2,540.04
<br /> Engineering (30%) $91,080,00 $69,268.75 $32,260.42 $15,240.25
<br /> Totai Cost 5409,860.00 5311,709.36 E745,171.87 E68,581.13
<br /> Const. Cost per Foot ;253.00 ;155.80 5183.51 t156.31
<br /> LF Phase 1 1200 696 368 325
<br /> LF Phase 2-4 0 786 218 0
<br /> ASSUMPTIONS:
<br /> Typical Section
<br /> Wear 4 in. 1.5 in. 1,5 in. 1.5 in.
<br /> Base 2 in. 2 in. 2 in. 2 in.
<br /> CL5 12 in. 8 in. 8 in. 8 in.
<br /> Select Granular Borrow D in. 20 in. 20 in. 20 in.
<br /> Street Width 56 ft B/B 28 ft BB 36 ft B/B 28 ft B/B
<br /> Bit. Width 52 ft 24 ft 32 ft 24 ft
<br /> ' I:\616\61607161\Design\Cost Estimates for Report.xls
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