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McCall Construction Estimate_1-14-09
McCALL MUNICIPAL AIRPORT McCALL, IDAHO RECONSTRUCT SOUTHEAST APRON Date: 1-14-2009 S.E. APRON Item Unit Estimated Estimated Percent of No.Description Unit Cost Quantity Amount Total 1 Mobilization L.S.$20,000.00 1.00 $20,000.00 5.1% 2 Safety Compliance L.S.$3,800.00 1.00 $3,800.00 1.0% 3 Contractor Quality Control L.S.$7,500.00 1.00 $7,500.00 1.9% 4 Contractor Surveys L.S.$7,000.00 1.00 $7,000.00 1.8% 5 Dust Control L.S.$3,500.00 1.00 $3,500.00 0.9% 6 Saw Cut Asphalt L.F.$2.00 850 $1,700.00 0.4% 7 Asphalt Removal S.Y.$3.00 9,000 $27,000.00 6.8% 8 Excavation and Embankment (P-152) 8A Embankment from Unclassified Excavation C.Y.$15.00 4,500 $67,500.00 17.1% 8B Overdepth Unsuitable Excavation, Remove and ReplaceC.Y.$35.00 100 $3,500.00 0.9% 9 Structural Fill, 6 in.C.Y.$20.00 1,800 $36,000.00 9.1% 10 Base Course (P-208), 6 in.C.Y.$36.00 1,800 $64,800.00 16.4% 11 Bituminous Pavement (P-401), 3 in.Ton $75.00 1,800 $135,000.00 34.2% 12 Shouldering S.Y.$5.00 180 $900.00 0.2% 13 4-Inch Edge Drain/Underdrain L.F.$10.00 800 $8,000.00 2.0% 14 4-Inch Edge Drain Outlet L.F.$12.00 100 $1,200.00 0.3% 15 Install New Reflectors EA.$75.00 4 $300.00 0.1% 16 Electrical Duct 16A 2-Inch, 2-Way Concrete Encased L.F.$40.00 50 $2,000.00 0.5% 17 Pavement Markings 17A Temporary Yellow S.F.$1.50 200 $300.00 0.1% 17B Permanent Yellow S.F.$1.50 200 $300.00 0.1% 18 Force Account Allowance L.S.$5,000.00 1.00 $5,000.00 1.3% Subtotal Direct Cost $395,300.00 100.0% Contingency @ 10.00%of Direct Cost $39,500.00 Total Estimated Construction Cost $434,800.00 McCALL MUNICIPAL AIRPORT McCALL, IDAHO RECONSTRUCT CONNECTOR TAXIWAY A-2 Date: 1-14-2009 S.E. APRON Item Unit Estimated Estimated Percent of No.Description Unit Cost Quantity Amount Total 1 Mobilization L.S.$8,500.00 1.00 $8,500.00 5.0% 2 Safety Compliance L.S.$5,000.00 1.00 $5,000.00 3.0% 3 Contractor Quality Control L.S.$3,500.00 1.00 $3,500.00 2.1% 4 Contractor Surveys L.S.$4,000.00 1.00 $4,000.00 2.4% 5 Dust Control L.S.$1,800.00 1.00 $1,800.00 1.1% 6 Saw Cut Asphalt L.F.$2.00 1,200 $2,400.00 1.4% 7 Asphalt Removal S.Y.$3.00 3,700 $11,100.00 6.6% 8 Excavation and Embankment (P-152) 8A Embankment from Unclassified Excavation C.Y.$15.00 1,532 $22,980.00 13.6% 8B Overdepth Unsuitable Excavation, Remove and Replace C.Y.$35.00 50 $1,750.00 1.0% 9 Structural Fill, 6 in.C.Y.$20.00 620 $12,400.00 7.3% 10 Base Course (P-208), 6 in.C.Y.$36.00 620 $22,320.00 13.2% 11 Bituminous Pavement (P-401), 3 in.Ton $75.00 620 $46,500.00 27.5% 12 Shouldering S.Y.$5.00 1,200 $6,000.00 3.6% 13 4-Inch Edge Drain/Underdrain L.F.$10.00 900 $9,000.00 5.3% 14 4-Inch Edge Drain Outlet L.F.$12.00 150 $1,800.00 1.1% 15 Adjust Runway Edge Lights EA.$250.00 4 $1,000.00 0.6% 16 Electrical Duct 16A 2-Inch, 2-Way Concrete Encased L.F.$40.00 100 $4,000.00 2.4% 17 Pavement Markings 17A Temporary Yellow S.F.$1.50 600 $900.00 0.5% 17B Permanent Yellow S.F.$1.50 600 $900.00 0.5% 18 Force Account Allowance L.S.$3,000.00 1.00 $3,000.00 1.8% Subtotal Direct Cost $168,850.00 100.0% Contingency @ 10.00%of Direct Cost $16,900.00 Total Estimated Construction Cost $185,750.00 McCALL MUNICIPAL AIRPORT McCALL, IDAHO REHABILITATE TAXIWAY A Date: 1-14-2009 S.E. APRON Item Unit Estimated Estimated Percent of No.Description Unit Cost Quantity Amount Total 1 Mobilization L.S.$4,500.00 1.00 $4,500.00 6.0% 2 Safety Compliance L.S.$1,000.00 1.00 $1,000.00 1.3% 3 Contractor Quality Control L.S.$2,000.00 1.00 $2,000.00 2.7% 4 Contractor Surveys L.S.$1,800.00 1.00 $1,800.00 2.4% 5 Dust Control L.S.$1,000.00 1.00 $1,000.00 1.3% 6 Saw Cut Asphalt L.F.$2.00 100 $200.00 0.3% 7 Asphalt Removal S.Y.$3.00 3,200 $9,600.00 12.8% 8 Excavation and Embankment (P-152) 8A Overdepth Unsuitable Excavation, Remove and Replace C.Y.$35.00 200 $7,000.00 9.3% 9 Grade and Recompact Existing Base S.Y.$2.00 3,200 $6,400.00 8.5% 10 Shouldering S.Y.$5.00 1,700 $8,500.00 11.3% 13 4-Inch Edge Drain/Underdrain L.F.$10.00 1,800 $18,000.00 24.0% 14 4-Inch Edge Drain Outlet L.F.$12.00 200 $2,400.00 3.2% 15 Install New Reflectors EA.$75.00 20 $1,500.00 2.0% 16 Electrical Duct 16A 2-Inch, 2-Way Concrete Encased L.F.$40.00 200 $8,000.00 10.7% 17 Pavement Markings 17A Temporary Yellow S.F.$1.50 400 $600.00 0.8% 17B Permanent Yellow S.F.$1.50 400 $600.00 0.8% 18 Force Account Allowance L.S.$2,000.00 1.00 $2,000.00 2.7% Subtotal Direct Cost $75,100.00 100.0% Contingency @ 10.00%of Direct Cost $7,500.00 Total Estimated Construction Cost $82,600.00 McCALL MUNICIPAL AIRPORT McCALL, IDAHO CONSTRUCT FUTURE HANGAR TAXIWAY Date: 1-14-2009 S.E. APRON Item Unit Estimated Estimated Percent of No.Description Unit Cost Quantity Amount Total 1 Mobilization L.S.$9,500.00 1.00 $9,500.00 5.2% 2 Safety Compliance L.S.$2,000.00 1.00 $2,000.00 1.1% 3 Contractor Quality Control L.S.$3,500.00 1.00 $3,500.00 1.9% 4 Contractor Surveys L.S.$4,000.00 1.00 $4,000.00 2.2% 5 Dust Control L.S.$2,000.00 1.00 $2,000.00 1.1% 6 Saw Cut Asphalt L.F.$2.00 300 $600.00 0.3% 7 Asphalt Removal S.Y.$3.00 200 $600.00 0.3% 8 Excavation and Embankment (P-152) 8A Embankment from Unclassified Excavation C.Y.$15.00 1,620 $24,300.00 13.2% 8B Overdepth Unsuitable Excavation, Remove and Replace C.Y.$35.00 150 $5,250.00 2.9% 9 Structural Fill, 6 in.C.Y.$20.00 650 $13,000.00 7.1% 10 Base Course (P-208), 6 in.C.Y.$36.00 650 $23,400.00 12.7% 11 Bituminous Pavement (P-401), 3 in.Ton $75.00 650 $48,750.00 26.5% 12 Shouldering S.Y.$5.00 1,900 $9,500.00 5.2% 13 4-Inch Edge Drain/Underdrain L.F.$10.00 1,700 $17,000.00 9.2% 14 4-Inch Edge Drain Outlet L.F.$12.00 200 $2,400.00 1.3% 15 Install New Reflectors EA.$250.00 22 $5,500.00 3.0% 16 Electrical Duct 16A 2-Inch, 2-Way Concrete Encased L.F.$40.00 200 $8,000.00 4.4% 17 Pavement Markings 17A Temporary Yellow S.F.$1.50 500 $750.00 0.4% 17B Permanent Yellow S.F.$1.50 500 $750.00 0.4% 18 Force Account Allowance L.S.$3,000.00 1.00 $3,000.00 1.6% Subtotal Direct Cost $183,800.00 100.0% Contingency @ 10.00%of Direct Cost $18,400.00 Total Estimated Construction Cost $202,200.00 McCALL MUNICIPAL AIRPORT Project Estimate Date: 1-14-2009 Summary Estimated Contingency Estimated Cost Design Construction Total Item Description Direct Cost 10% DC of Construction Administration Engineering Engineering Cost 1 Reconstruct Southeast Apron $395,300.00 $39,500.00 434,800.00 $4,000.00 $39,000.00 $48,000.00 $525,800.00 2 Reconstruct Taxiway A-2 $168,850.00 $16,900.00 185,750.00 $2,000.00 $17,000.00 $20,000.00 $224,750.00 3 Rehabilitate Taxiway A $75,100.00 $7,500.00 82,600.00 $1,000.00 $7,000.00 $9,000.00 $99,600.00 4 Construct Future Hangar Taxiway $183,800.00 $18,400.00 202,200.00 $2,000.00 $18,000.00 $22,000.00 $244,200.00 Total $823,050.00 $82,300.00 $905,350.00 $9,000.00 $81,000.00 $99,000.00 $1,094,350.00 SE Apron Construction Estimate_12-30-08