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<br />I
<br />I
<br /> Table 13 W
<br />I Preliminary Opinion of Probable Phased Construction Cost
<br />May 19, 2004
<br /> City of Lamar Secondary Supply
<br />I Pressurized Transmission System
<br />Phase 6
<br /> UNIT TOTAL
<br />I ITEM DESCRIPTION QUANTITY UNtT COST COST
<br />STORAGE AND PUMP SYSTEMS
<br /> Phase Six
<br />I Middle Well Pump Station (710 GPM @ 90 PSI) 1 LS $75,000.00 $75,000
<br />Intake system, building, and electrical 1 LS $40,000.00 $40,000
<br />Middle Well Storage Pond (4.09 acre-feet) 7,260 CY $1.50 $10,890
<br /> Pond Liner 3579 SY $0.00 $0
<br />I Aeration and Ozone System 1 LS $10,000.00 $10,000
<br />Well Drilling 1 LS $0.00 $0
<br />Phase Six
<br /> East Well Pump Station (1,774 GPM @ 90 PSI) 1 LS $100,000.00 $100,000
<br />I Intake system, building, and electrical 1 LS $50,000.00 $50,000
<br />East Well Storage Pond (9.98 acre-feet) 17,698 CY $1.50 $26,547
<br />Pond Liner 7291 SY $0.00 $0
<br /> Aeration and Ozone System 1 LS $15,000.00 $15,000
<br /> Well Drilling 1 LS $0.00 $0
<br />I SUBTOTAL - PUMP SYSTEMS AND STORAGE $327,437
<br /> TRANSMISSION SYSTEM
<br />I 4-inch C900 PVC 7,140 LF $10.00 $71,400
<br />6-inch C900 PVC 2,515 LF $15.00 $37,725
<br />8-inch C900 PVC 4,879 LF $20.00 $97,580
<br /> 10-inch C900 PVC 0 LF $25.00 $0
<br />I 12-inch C900 PVC 6,848 LF $25.00 $171,200
<br />14-inch C905 PVC 4,000 LF $32.00 $128,000
<br />16-inch C905 PVC 350 LF $32.00 $11,200
<br /> 18-inch C905 PVC 0 LF $35.00 $0
<br /> 20-inch C905 PVC 0 LF $45.00 $0
<br />I 24-inch C905 PVC 0 LF $60.00 $0
<br />30-inch C905 PVC 0 LF $90.00 $0
<br />36-inch C90S PVC 0 LF $125.00 $0
<br /> Pipe fittings - estimated at 10% of Total Pipe Costs 1 LS $51,711
<br />I Isolation Gate Valves 1 LS $11,376
<br />Blow-off assembly 4 Ea. $1,000.00 $4,000
<br />Standard 2" Air-Vacuum Relief valve 2 Ea. $5,500.00 $11,000
<br /> Pressure Reducing I Sustaining Valve Assemblies 1 Ea. $50,000.00 $50,000
<br />I SUBTOTAL - TRANSMISSION SYSTEM $645,192
<br />DISTRIBUTION SYSTEM
<br /> 2.5-inch CL 200 PVC 38,270 LF $7.50 $287,025
<br />I Pipe Contingency - estimated at 5% of Total Pipe Costs 1 LS $14,351
<br />Pipe fittings - estimated at 10% of Total Pipe Costs 1 LS $28,703
<br />Taps and Service Stubs at Single-family Residences 382 EA $1,000.00 $382,000
<br /> Taps and Service Stubs at Non Single-family Residences 98 EA $2,000.00 $196,000
<br />I Taps and Service Stubs at Institutions and Parks 12 EA $10,000.00 $120,000
<br />Taps and Service Stubs at Commercial and Industrial 80 EA $1,000.00 $80,000
<br /> SUBTOTAL - DISTRIBUTION SYSTEM $1,108,079
<br />I TOTAL $2,080,708
<br />Construction Contingency (7.5% of Total Construction Cost) $156,100
<br />Engineering Design Fees (6% of Subtotal) $124,800
<br />I IGRAND TOTAL $2,361,6081
<br />Aqua Engineering, Inc.
<br /> and Colorado State University Secondary Supply Feasibility Study
<br />I May 19, 2004 -42-
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