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Run Date: 12/01/2006 12:44:41 City of Eugene ~ ~
<br /> Estimate ribution
<br /> Estimate: llt1. tive; Pearl to Charn-Final Pay
<br /> Job 93-004203 11TH AVS PPP-FRAK-FBARL TO eHAHNSLTON
<br /> Line No. Description Quantity Unit Unit Price Amount
<br /> 11TH AV8 PPP-FROM PEARL TO CHARNBLTON
<br /> General
<br /> 0010. MOBILIZATION 1.00 LUMPSUM $14,250.00 $14,250.00
<br /> 0020. TEMPORARY WORK ZONE TRAFFIC CONTROL COMPLETE 1.00 LUMPSUM $10,000.00 $10,000.00
<br /> 0030. EROSION CONTROL 1.00 LUMPSUM $1,000.00 $1,000.00
<br /> 0040. CITY PROVIDED SPEC INFO SIGNS 2.00 EACH $200.00 $400.00
<br /> 0050. SEQUENTIAL ARROW SIGNS 0.00 EACH $500.00 $0.00
<br /> 0060. FLAGGING 226.00 HOUR $48.00 $10,848.00
<br /> 0070. POLICE FLAGGING 0.00 HOUR $65.00 $0.00
<br /> 0080. COLD PLANE PVMT REMOVAL, 2 IN DEEP 15,258.60 SQFT $0.45 $6,866.37
<br /> 0090. COLD PLANE PVMT REMOVAL, 4 IN DEEP 50,860.00 SQFT $0.45 $22,887.00
<br /> 0100. PAVEMENT REMOVAL 4,312.00 SQFT $0.75 $3,234.00
<br /> 0110. "BRICK RED" REINFORCED CONCRETE PAVEMENT 66.85 SQYD $130.00 $8,690.50
<br /> 0120. LEVEL 3, 1/2 IN DENSE HMAC 948.64 TON $38.00 $36,048.32
<br /> 0130. LEVEL 3, 3/4 IN DENSE HMAC 830.96 TON $38.00 $31,576.48
<br /> 0140. THERMOPLAST, NON-PROF, 120 MIL, SPRAYED 1.00 LUMPSUM $3,700.00 $3,700.00
<br /> 0150. TEMPORARY STRIPING 1.00 LUMPSUM $250.00 $250.00
<br /> 0160. LOOP DETECTOR INSTALLATION 1.00 LUMPSUM $3,000.00 $3,000.00
<br /> 0170. PVMT LEGEND, TYPE Al or A-2: ARROWS 15.00 EACH $75.00 $1,125.00
<br /> 0180. PVMT LEGEND, TYPE Al or A-2: BICYCLE LANE SYM 3.00 EACH $90.00 $270.00
<br /> 0190. PVMT LEGEND, TYPE B: PARKING STRIPE 18.50 EACH $25.00 $462.50
<br /> 0200. PVMT LEGEND, TYPE B: PVMT LINE EXTENSION 1.00 EACH $150.00 $150.00
<br /> 0210. PVMT LEGEND, TYPE B: BLUE STRIPING 0.00 EACH $1,450.00 $0.00
<br /> 0220. PVMT LINE, TYPE Al or A-2: 482.90 SQFT $2.85 $2,801.26
<br /> 0230. MONO-DIR CRYSTAL TYPE 1 MARKER 65.00 EACH $2.70 $175.50
<br /> 0240. ADJUST MANHOLES 17.00 EACH $800.00 $13,600.00
<br /> 0250. ADJUST VALVE BOXES 7.00 EACH $275.00 $1,925.00
<br /> 0260. C900 8" PVC PIPE 53.90 FOOT $85.00 $4,581.50
<br /> 0270. REM/REPL CURB AND GUTTER 16.50 FOOT $67.00 $1,105.50
<br /> 0280. REM/REPL CATCH BASIN & GRATE 0.26 EACH $1,943.79 $505.39
<br /> Total General $179,452.32
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<br /> Total 11TH AV$ PPP-FROM PEARL TO CHARN$LTON $179,452.32
<br /> 11TH AVS PPP-FROM PEARL TO CHARNBLTON - Other J Direct
<br /> General
<br /> 0010. PAVEMENT TESTING 1.00 EACH $4,140.03 $4,140.03
<br /> 0020. Contingency 0~ of Contract $0.00
<br /> 0030. Advertising 1.00 LUMPSUM $149.85 $149.85
<br /> 0040. Printing 1.00 LUMPSUM $49.66 $49.66
<br /> Total General $4,339.54
<br /> Total 11TH AVS PPP-FROM PEARL TO CHARNBLTON - Other / Direct $4,339.54
<br /> 11TH AVS PPP-FROM PEARL TO CHARNBLTON - Miscellaneous
<br /> General
<br /> 0010. Engineering Charge 1.00 LUMPSUM $48,488.42 $48,488.42
<br /> 0020. AS-CONST. 11MONTH WARRANTY CHARGE 1.00 LUMPSUM $0.00 $0.00
<br /> Total General $48,488.42
<br />
<br /> Total 11TH AV$ PPP-FROM PEARL TO CHARNSLTON - Miscellaneous $48,488.42
<br />
<br /> Total 11th Ave; Pearl to Charn-Final Pay $232,280.28
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