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<br /> Run Date: 10/18/2004 12:26:21 City of Eugene to.~g
<br /> Engineer's Estimate t
<br /> Estimate: Post Bid Construction Est. 1
<br /> Job 93-00~18a~ Z~A
<br /> ON-HEADWATERS TRAIL
<br /> Line No. Description Quantity Unit Unit Price Amount
<br /> AMAZON HEADWATERS TRAIL
<br /> General
<br /> 0010. MOBILIZATION 1.00 LUMPSUM $4,000.00 $4,000.00
<br /> 0020. TEMP PROTECTN/DIRECTN 1.00 LUMPSUM $1,000.00 $1,000.00
<br /> 0030. EROSION CONTROL 1.00 LUMPSUM $3,000.00 $3,000.00
<br /> Total General $8,000.00
<br /> Item 1 (Sta. 0+00 to 14+75.2) Fox Hollow TH to SPA
<br /> 0040. Clearing & Grubbing 1,475.20 M $5.00 $7,376.00
<br /> 0050. Excavation 1,341.80 M $5.00 $6,709.00
<br /> 0060. Grade Dip 32.00 EACH $40.00 $1,280.00
<br /> 0070. Switchback, Type 1 4.00 EACH $350.00 $1,400.00
<br /> 0080. Log Barrier on Posts 20.00 M $30.00 $600.00
<br /> 0090. Half Round Culverts 7.60 M $110.00 $836.00
<br /> 0100. Solid Round (Double) Culverts 3.04 M $180.00 $547.20
<br /> 0110. Puncheon w/ Decking (Sta. 2+20 to 2+26.4) 1.00 LUMPSUM $1,200.00 $1,200.00
<br /> 0120. Puncheon w/ Decking (Sta. 4+58 to 4+86.1) 1.00 LUMPSUM $5,000.00 $5,000.00
<br /> 0130. Log Retaining Wall 17.50 M2 $250.00 $4,375.00
<br /> 0140. Agg. Surface-Grading B, Compaction Method (a) 11.10 M3 $150.00 $1,665.00
<br /> 0150. Retainers - Treated Poles 76.20 M $12.00 $914.40
<br /> 0160. Geosynthetics - Non-woven 46.50 M2 $4.00 $186.00
<br /> 0170. Minor Structural Excavation 1.00 LUMPSUM $500.00 $500.00
<br /> 0180. Timber Bridge Railing (Sta. 2+35.5) 33.30 LINFT $50.00 $1,665.00
<br /> 0190. Timber Bridge Railing (Sta. 8+90) 65.30 LINFT $50.00 $3,265.00
<br /> 0200. Treated Timber Structure (Bridge ~ Z+35.5) 1.00 LUMPSUM $4,000.00 $4,000.00
<br /> 0210. Treated Timber Structure (Bridge @ 8+90) 1.00 LUMPSUM $8,000.00 $8,000.00
<br /> Total Item 1 (Sta. 0+00 to 14+75.2) Fox Hollow TH to BPA $49,518.60
<br /> Item 3 (Sta. 0+00 to 2+06.1) BPA t0 Canyon Dr.
<br /> 0220. Clearing & Grubbing 206.10 M $7.00 $1,442.70
<br /> 0230. Excavation 197.90 M $5.00 $989.50
<br /> 0240. Grade Dip 2.00 EACH $40.00 $80.00
<br /> 0250. Agg. Surface-Grading B, Compaction Method (a) 24.90 M3 $130.00 $3,237.00
<br /> 0260. Retainers - Treated Poles 255.80 M $12.00 $3,069.60
<br /> 0270. Geosynthetics - Non-woven 156.10 M2 $4.00 $624.40
<br /> 0280. Split Rail Fence 16.00 LINFT $25.00 $400.00
<br /> Total Item 3 (Sta. 0+00 to 2+06.1) BPA to Canyon Dr. $9,843.20
<br /> Total AMAZON HEADWATERS TRAIL $67,361.80
<br /> AMAZON HEADWATERS TRAIL - Other / Direct
<br /> Paid
<br /> 0010. Consultants 1.00 LUMPSUM $2,690.41 $2,690.41
<br /> 0020. Consultants 1.00 LUMPSUM $73.50 $73.50
<br /> 0030. Consultants 1.00 LUMPSUM $80.00 $80.00
<br /> 0040. Consultants 1.00 LUMPSUM $1,020.00 $1,020.00
<br /> 0050. Permits 1.00 LUMPSUM $64.80 $64.80
<br /> 0060. SEED, NATIVE 1.00 LUMPSUM $739.98 $739.98
<br /> 0070. Advertising 1.00 LUMPSUM $183.12 $183.12
<br /> 0080. Advertising 1.00 LUMPSUM $170.63 $170.63
<br /> 0090. Permits 1.00 LUMPSUM $295.89 $295.89
<br /> Total Paid $5,318.33
<br /> Projected
<br /> 0100. Consultants 1.00 LUMPSUM $4,800.00 $4,800.00
<br /> 0110. Permits 1.00 LUMPSUM $1,174.23 $1,174.23
<br /> 0120. Permits 1.00 LUMPSUM $378.00 $378.00
<br /> 0130. Administration 1.00 LUMPSUM $500.00 $500.00
<br /> 0140. Consultants 1.00 LUMPSUM $250.00 $250.00
<br /> 0150. SEED, NATIVE 1.00 LUMPSUM $500.00 $500.00
<br /> 0160. Contingency 10~ of Contract $6,736.18
<br /> Total Projected $14,338.41
<br /> Total AMAZC' ~SADWATER3 TRAIL - Other / Direct ~ $19,656.74
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