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Project Budget Worksheet -EXHIBIT A <br /> Project: City of Decatur-Mound Road Bridge Labor Multiplier: 3.0 Direct Cost Estimate <br /> ILC Proj No: Labor Escalation Factor: 1.03 <br /> Date: 9-Sep-13 Total Labor Multiplier: 3.1 <br /> I:\Municipalities\City_of_Decatur\Mound Road Bridge\Management\[Project Budget.xls]budget Foltz Siefert Buening Scott Benz Bullock King Anderson Beyers Stedman Elliott Task $18.00 $50.00 $0.565 $42.50 <br /> Code Task Sheet Labor Code Budget Partner\PM Project Project Project Senior Senior Direct CADD Vehicles Vehicles GPS <br /> No. No. I Item Description Count Billing Hours in Charge Manager Engineer Engineer Engineer Tech Tech Suveyor II Surveyor I Surveyor I Clerical Cost Hours Das Miles <br /> 5 Plans and Specifications <br /> 5.1 Cover Sheet 1 $592.35 6 1 3 2 2 <br /> 5.2 Summary of quantities and general notes 1 $2,721.36 28 5 15 8 8 <br /> 5.3 Roadway plan&profile 1 $3,187.34 30 5 10 15 15 <br /> 5.4 Traffic Control&Staging Plan 2 $4,021.64 35 5 15 15 15 <br /> 5.5 General Plan&Elevation 1 $2,763.39 28 3 10 15 15 <br /> 5.6 Staged Construction Plan& Temp Barrier Details 2 $5,623.80 60 10 30 20 20 <br /> 5.7 Deck Beam 1 $3,368.10 35 5 15 15 15 <br /> 5.8 Deck Beam Details 1 $3,368.10 35 5 15 15 15 <br /> 5.9 Superstructure Details 2 $6,149.10 60 5 15 40 40 <br /> 5.10 Railing 1 $896.10 9 1 3 5 1 5 <br /> 5.11 Approach Slab Elevations 2 $3,695.02 38 3 15 20 20 <br /> 5.12 Approach Slab Detail 2 $3,695.02 38 3 15 20 20 <br /> 5.13 East Abutment 1 $3,319.59 33 3 10 20 20 <br /> 5.14 West Abutment 1 $3,319.59 33 3 10 20 20 <br /> 5.15 Abutment Details 1 $2,763.39 28 3 10 15 15 <br /> 5.16 Pier Repair Details 2 $2,273.31 22 2 5 15 15 <br /> 5.17 Bar Splicer Details 1 $204.40 2 0.5 1.5 1.5 <br /> 5.18 Existing Plans 20 $1,115.18 11 3 8 8 <br /> 5.19 Cross Sections 3 $2,933.96 28 3 10 15 15 <br /> 5.20 Quantities $1,383.70 16 2 2 12 <br /> 5.21 Special provisions $1,474.86 16 3 3 10 <br /> 5.22 Bid Documents $1,850.29 21 3 3 15 <br /> 5.23 QA/QC $1,959.06 10 10 <br /> Total Sheet Count 46 <br /> Labor Subtotals $62,678.65 622 10 27 54 15 231.5 55 229.5 0 0 0 0 284.5 0 0 0 <br /> Direct Cost $5,121.00 $5,121.00 $5,121.00 $0.00 $0.00 $0.00 <br /> Total $67,799.65 <br /> 6 Shop Drawings and Construction Assistance <br /> 4.1 Review and Approve Shop Drawings $600.70 8 8 <br /> 4.2 Pre-Con and Bid Opening Meetings $687.83 6 6 <br /> 4.3 Construction Assistance $4,585.56 40 40 <br /> 4.4 QA/QC of Shop Drawing Review $229.28 2 2 <br /> Labor Subtotals $6,103.37 56 0 0 48 0 8 0 0 0 0 0 0 0 0 0 0 <br /> Direct Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 <br /> Total $6,103.37 <br /> Total Site Improvement &QC/QA Personnel Hours 1137 <br /> Total Site Improvement&QC/QA Personnel Costs $107,936.03 $7,833.23 $6,057.00 $350.00 $23.73 $1,402.50 <br /> Total Site Improvement&QC/QA Direct Costs $7,833.23 <br /> Total Site Improvement&QC/QA Costsi $115,769.26 <br /> Participation by Hours 1137 24.5 27 170.5 15395.5 62 274.5 12 88 65 3 <br /> Percent of Participation by Hours 100.00% 2.15% 2.37% 15.00% 1.32% 34.78% 5.45% 24.14% 1.06% 7.74% 5.72% 0.26% <br /> Personnel Cost/Hour $94.93 <br /> Estimated Construction Cost(Site Work) $572,195.80 Y.of Estimated Construction 20% <br />