Run Date: 08/15/2006 09:59:34 <br /> City of Eugene <br /> Engineer's Estimate <br /> Estimate: Preliminary Estimate <br /> Job 93-004439 S BROADWAY STM RELOCATION, MILL TO HIGH <br /> Line No. Description <br /> Quantity Unit Unit Price Amount <br /> S BROADWAY STM RELOCATION, MILL TO HIGH <br /> General <br /> 0010. MOBILIZATION <br /> 0030. TEMP PROTECTN/DIRECTN 1.00 LUMPSUM $7,500.00 $7,500.00 <br /> 0080. EROSION CONTROL 1.00 LUMPSUM $4,695.65 $4,695.65 <br /> 0090. FLAGGERS 1.00 LUMPSUM $2,000.00 $2,000.00 <br /> 0100. Abandon Existing Storm MH 16.00 HOUR $50.00 $800.00 <br /> 0110. Abandon Existing Wastewater Manhole 1.00 EACH $1,272.00 $1,272.00 <br /> 0120. ABANDON 8" WASTEWATER PIPE 2.00 EACH $500.00 $1,000.00 <br /> 0130. Abandon 36" Storm Sewer 301.51 FT $3.00 $904.53 <br /> 0140. CONST. 72 INCH CONC. STM MANHOLE 51.00 FT $30.00 $1,530.00 <br /> 0150. 36 INCH CONCRETE STM PIPE 1.00 EACH $4,999.99 $4,999.99 <br /> 0160. 4" CONCRETE 41.00 FT $150.00 $6,150.00 <br /> 0170. 7" CONCRETE 200.00 SQFT $15.00 $3,000.00 <br /> 0180. HMAC TRENCH RESURFACING 100.00 SQFT $20.00 $2,000.00 <br /> Total General 55.00 TON $160.00 $8,800.00 <br /> Total S BROADWAY STM RELOCATION, MILL TO HIGH $44,652.17 <br /> $44,652.17 <br /> S BROADWAY STM RELOCATION, MILL TO HIGH - Other / Direct <br /> General <br /> 0010. Contingency 15~ of Contract <br /> 0020. Advertising 1.00 LUMPSUM $6,697.83 <br /> 0030. Permits $150.00 $150.00 <br /> 0040. test 1.00 LUMPSUM $500.00 $500.00 <br /> Total General 1.00 LUMPSUM $1,500.00 $1,500.00 <br /> Total S BROADWAY STM RELOCATION, MILL TO HIGH - Other / Direct $8,847.83 <br /> $8,847.83 <br /> E BROADWAY STM RELOCATION, MILL TO HIGH - Miscellaneous <br /> General <br /> 0010. PSF REMAINDER OF PROJ (FOR EST) 1.00 LUMPSUM <br /> 0020. AS-CONST. 11MONTH WARRANTY CHARGE $5,000.00 $5,000.00 <br /> Total General 1.00 LUMPSUM $1,500.00 $1,500.00 <br /> Total S BROADWAY STM RELOCATION, MILL TO HIGH - Miscellaneous $6,500.00 <br /> $6,500.00 <br /> <br /> Total Preliminary Estimate <br /> $60,000.00 <br /> J <br /> i <br /> <br />