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Rt~n Date: OS/2007 10:26:50 City of Eugene
<br /> Estimate .ribution
<br /> Estimate: PPP E 18TH; AGATE ST - HILYARD ST '
<br /> Job 93-004341 PPP 8 ]..8TH; AGATE ST - HILYARD 9T
<br /> Line No. Description Quantity Unit Unit Price Amount ,
<br />
<br /> PPP 8 18TH; AGATE ST - HILYARD 3T
<br /> General
<br /> 0010. MOBILIZATION 1.00 LUMPSUM $45,000.00 $45,000.00
<br /> 0020. TEMP. WORK ZONE TRAFFIC CONTROL, COMPLETE 1.00 LUMPSUM $15,000.00 $15,000.00
<br /> 0030. TEMPORARY STRIPING 1.00 LUMPSUM $1,500.00 $1,500.00
<br /> 0040. FLAGGERS 500.00 HOUR $42.00 $21,000.00
<br /> 0050. CITY PROVIDED SPEC INFO SIGNS 4.00 EACH $250.00 $1,000.00
<br /> 0060. EROSION CONTROL 1.00 LUMPSUM $2,000.00 $2,000.00
<br /> 0070. TREE PROTECTION 1.00 LUMPSUM $2,000.00 $2,000.00
<br /> 0080. TREE REMOVAL 12.00 EACH $400.00 $4,800.00
<br /> 0090. FENCE, REMOVE 240.00 LINFT $5.00 $1,200.00
<br /> 0100. REMOVE PARKING METER POST 22.00 EACH $10.00 $220.00
<br /> 0110. REMOVE AND SALVAGE SIGN 2.00 EACH $100.00 $200.00
<br /> 0120. REMOVE CATCH BASIN 1.00 EACH $500.00 $500.00
<br /> 0130. 15 IN. SURFACING STABILIZATION 1.50 CUYD $100.00 $150.00
<br /> 0140. 17 IN. SURFACING STABILIZATION 76.00 CUYD $75.00 $5,700.00
<br /> 0150. GENERAL EXCAVATION 610.00 CUYD $17.00 $10,370.00
<br /> 0160. 3 INCH SD PVC PIPE 32.00 FOOT $15.00 $480.00
<br /> 0170. 10 INCH SD PVC PIPE 52.00 FOOT $100.00 $5,200.00
<br /> 0180. 10 INCH SD C900 PIPE 23.00 FOOT $100.00 $2,300.00
<br /> 0190. 12 INCH SD PVC PIPE 7.00 FOOT $125.00 $675.00
<br /> 0200. PIPE TEES, 10 INCH 1.00 EACH $250.00 $250.00
<br /> 0210. REM/REPL CATCHBASIN W/BIKE PROOF GRATE 1.00 EACH $1,500.00 $1,500.00
<br /> 0220. CURB INLET 4 A 3.00 EACH $1,250.00 $3,750.00
<br /> 0230. CATCH BASIN TRAP 2.00 EACH $300.00 $600.00
<br /> 0240. ADJUSTING BOXES 2.00 EACH $300.00 $600.00
<br /> 0250. MINOR ADJUSTMENT OF MANHOLES 16.00 EACH $1,000.00 $16,000.00
<br /> 0260. MH REM/REPL FRAME/COVER-WW 13.00 EACH $250.00 $3,250.00
<br /> 0270. MH REM/REPL FRAME/COVER-ST 3.00 EACH $300.00 $900.00 ~
<br /> 0280. TRENCH GRATE 30.00 SQFT $75.00 $2,250.00
<br /> 0290. PLUG EX. PIPE END WITH CONCRETE 2.00 EACH $250.00 $500.00
<br /> 0300. RETAINING WALL, MSE 870.00 SQFT $25.00 $21,750.00
<br /> 0310. COLD PLANE PVMT REMOVAL, 2" DEEP 26,910.00 SQFT $0.30 $8,073.00
<br /> 0320. COLD PLANE PVMT REMOVAL, 4" DEEP 44,619.00 SQFT $0.45 $20,078.55
<br /> 0330. COLD PLANE PVMT REMOVAL, VARIABLE 1" TO 4" DE 43,370.00 SQFT $0.40 $17,348.00
<br /> 0340. COLD PLANE PVMT REMOVAL, 0" TO 1" DEEP IN CON 8,520.00 EACH $0.65 $5,538.00
<br /> 0350. 1 1/2" - 0" AGGREGATE BASE 110.00 TON $30.00 $3,300.00
<br /> 0360. LEVEL 2, 3/8 IN DENSE HMAC 245.00 TON $85.00 $20,825.00
<br /> 0370. LEVEL 2, 1/2 IN DENSE HMAC 2,280.00 TON $53.00 $120,840.00
<br /> 0380. PLAIN CONCRETE PVMT, UNDOWELED, 7 IN. THICK 4,850.00 SQFT $7.50 $36,375.00
<br /> 0390. PLAIN CONCRETE PVMT, DOWELED, 8 IN. THICK 55.00 SQFT $25.00 $1,375.00
<br /> 0400. CONCRETE CURBS 814.00 FOOT $12.00 $9,768.00
<br /> 0410. CONCRETE CURB AND GUTTER 1,265.00 FOOT $16.00 $20,240.00
<br /> 0420. MOUNTABLE CURB AND GUTTER 13.00 FOOT $20.00 $260.00
<br /> 0430. CURS WEEPHOLES 5.00 EACH $25.00 $125.00
<br /> 0440. ENTRY CURB CUT 3.00 EACH $150.00 $450.00
<br /> 0450. EXIT CURB CUT 3.00 EACH $100.00 $300.00
<br /> 0460. CONCRETE WALKS 8,910.00 SQFT $4.00 $35,640.00
<br /> 0470. 7 IN CONCRETE PAVEMENT PLUG 2,334.00 SQFT $3.50 $8,169.00
<br /> 0480. VALLEY GUTTERS 572.00 FOOT $20.00 $11,440.00
<br /> 0490. TRUNCATED DOME TEXTURING 80.00 SQFT $30.00 $2,400.00
<br /> 0500. PVMT LEGEND, TYPE Al OR A2: ARROWS 7.00 EACH $80.00 $560.00
<br /> 0510. PVMT LEGEND, TYPE Al OR A2: BICYCLE LANE SYMB 2.00 EACH $90.00 $180.00
<br /> 0520. PVMT LEGEND, TYPE Al OR A2: PARKING STRIPE 46.00 EACH $35.00 $1,610.00
<br /> 0530. PVMT LINE, TYPE Al OR A2 550.00 SQFT $4.00 $2,200.00
<br /> 0540. MONO-DIRECTIONAL CRYSTAL TYPE Z MARKERS 10.00 EACH $3.00 $30.00
<br /> 0550. BI-DIRECTIONAL YELLOW TYPE Z MARKERS 85.00 EACH $3.25 $276.25
<br /> 0560. THERMOPLASTIC, NON-PROFILE, 120 MIL, EXTRUDED 1.00 LUMPSUM $15,000.00 $15,000.00
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