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Run Date: 04/22/2005 14:33:01 City of Eugene <br /> Engineer's Estimate <br /> Estimate: PPP RCC VAR. LOCATIONS <br /> JOb 93-004317 PPP ROLLER COMPACTION VARIOUS LOCATIONS <br /> Line No. Description Quantity Unit Unit Price Amount <br /> PPP ROLLER COMPACTION VARIOUS LOCATIONS <br /> OLIVE STREET <br /> 0060. MOBILIZATION 1.00 LUMPSUM $950.00 $950.00 <br /> 0070. TEMP PROTECTN/DIRECTN 1.00 LUMPSUM $3,100.00 $3,100.00 <br /> 0080. EXCAVATION, UNCLASSIFIED 1.00 LUMPSUM $1,937.50 $1,937.50 <br /> 0090. STEEL DOWELS 84.00 EACH $11.00 $924.00 <br /> 0100. ROLLER COMP. CONCRETE 1.00 LUMPSUM $2,862.00 $2,862.00 <br /> Total OLZVE STREET $9,773.50 <br /> ALLEY STN HIGH & MILL <br /> 0110. MOBILIZATION 1.00 LUMPSUM $1,150.00 $1,150.00 <br /> 0120. TEMP PROTECTN/DIRECTN 1.00 LUMPSUM $2,300.00 $2,300.00 <br /> 0130. EXCAVATION, UNCLASSIFIED 1.00 LUMPSUM $3,024.00 $3,024.00 <br /> 0140. GEOTEXTILE FABRIC 140.00 SQYD $1.10 <br /> $154.00 <br /> 0150. 6" AGG BASE 50.00 TON $32.00 $1,600.00 <br /> 0160. STEEL DOWELS 28.00 EACH $15.00 <br /> 0170. ROLLER COMP CONCRETE 1.00 LUMPSUM $420.00 <br /> $6,272.00 $6,272.00 <br /> 0180. SAW CUTTING 28.00 EACH $8.00 $224.00 <br /> Total ALLEY BTN HIGH & MILL $15,144.00 <br /> 18TH AVE BTN POLK & CHAMBERS <br /> 0190. MOBILIZATION 1.00 LUMPSUM $1,350.00 $1,350.00 <br /> 0200. TEMP PROTECTN/DIRECTN 1.00 LUMPSUM $5,000.00 $5,000.00 <br /> 0210. SAW CUTTING 91.00 LINFT $6.50 $591.50 <br /> 0220. EXCAVATION 45.00 CUYD $65.00 $2,925.00 <br /> 0230. FABRIC, GEOTEXTZLE 102.00 SQYD $1.10 $112.20 <br /> <br /> ' 0240. 6" AGG BASE 36.00 TON $34.00 $1,224.00 <br /> 0250. STEEL DOWELS 202.00 EACH $10.00 $2,020.00 <br /> 0260. ROLLER COMPACTED CONCRETE 57.00 TON $98.00 $5,586.00 <br /> Total 18TH AVE BTN POLK & CHAMBERS $18,808.70 <br /> BIKE PATH @ W. OF POLK <br /> 0270. MOBILIZATION 1.00 LUMPSUM $825.00 $825.00 <br /> 0280. TEMP PROTECTN/DIRECTN 1.00 LUMPSUM $1,500.00 $1,500.00 <br /> 0290. SAW CUT 1.00 LUMPSUM $110.00 $110.00 <br /> 0300. EXCAVATION 6.00 CUYD $141.67 $850.02 <br /> 0310. OVER EXCAVATION 9.00 CUYD $230.00 $2,070.00 <br /> 0320. 6" AGG BASE 32.00 TON $125.00 $4,000.00 <br /> 0330. LOAM BACKFILL 1.00 LUMPSUM $792.00 $792.00 <br /> Total BIKE PATH @ W. OF POLK $10,147.02 <br /> Total ppp ROLLER COMPACTION VARIOUS LOCATIONS $53,873.22 <br /> PPP ROLLER COMPACTION VARIOUS LOCATIONS - Other / Direct <br /> General <br /> 0010. test 1~ of Contract $538.73 <br /> 0020. Contingency 5~ of Contract $2,693.66 <br /> Total General $3,232.39 <br /> Total PPP ROLLER COMPACTION VARIOUS LOCATIONS - Other / Direct $3,232.39 <br /> PPP ROLLER COMPACTION VARIOUS LOCATIONS - Miscellaneous <br /> General <br /> 0010. Engineering Charge 10~ of Direct- $5,710.56 <br /> Total General $5,710.56 <br /> Total ppp ROLLER COMPACTION VARIOUS LOCATIONS - Miscellaneous $5,710.56 <br /> Total PPP RCC VAR. LOCATIONS $62,816.17 <br /> . , <br /> <br />