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I I I I I I I I I I I I I I I I I I I City of Brush Opinion of Probable Construction Costs Downtown Clayton Street Alternative 2. 25-Year Event Asphalt Removal Asphalt Paving Asphalt Overlay Waterline Relocation 18" RCP Class III 24" RCP Class III 30" RCP Class III 54" RCP Class III 60" RCP Class III 60" RCP Jacked 3' Type 13 Combination Inlet 6' Type 13 Combination Inlet 9' Type 13 Combination Inlet Inlet Removal 6' manl10le Removal Manhole C&G Removal C&G Install , Regrading of Clayton Street, N. Railway to Edmunds Street Asphalt Removal Concrete Removal Asphalt Paving CONTINGENCY (25%) ENGINEERING (10%) QUANTITY AMOUNT UNIT UNIT COST 4890 SY $3.00 $14,670.00 4850 SY $18.00 $87,300.00 30000 SY $5.00 $150,000.00 803 LF $100.00 $80,300.00 30 LF $40.00 $1,200.00 50 LF $60.00 $3,000.00 70 LF $85.00 $5,950.00 2850 LF $160.00 $456,000.00 3150 LF $170.00 $535,500.00 950 LF $1,000.00 $950,000.00 2 EA. $2,500.00 $5,000.00 6 EA. $4,700.00 $28,200.00 1 EA. $6,900.00 $6,900.00 9 EA. $1,000.00 $9,000.00 24 EA. $4,500.00 $108,000.00 2 EA. $1,500.00 $3,000.00 70 LF $5.00 $350.00 70 LF $10.00 $700.00 2710 SY $3.00 $8,130.00 2710 SY $15.00 $40,650.00 6400 SY $18.00 $115,200.00 Total $2,609,050.00 25% $652,262.50 SUBTOTAL $3,261,312.50 10% $326,131.25 GRAN DTOTAL $3,587,443.75 * Correlates with alternative 2 in 2002 City of Brush Stormwater System Study Note: Costs noted as II Regrading of Clayton Street, N. Railway to Edmunds Street are additional costs, above and beyond typical storm sewer construction costs, required to remove the excessive asphalt crown and underlying concrete pavement to provide improved conveyance capacity.