Laserfiche WebLink
EXHIBIT A n-1 <br /> ProjectCost Submittal Date: 25-Feb-11 <br /> Decatur Downtown Streetscape&Openspace Enhancements <br /> Water Street-Phase 1 70.00 38.50 22.00 23.30 24.90 23.30 18.50 $18.00 $0.20 $0.10 $50.00 $35.00 <br /> PWC project#11005 Labor Multiplier: 2.9 203.00 111.65 63.80 67.57 72.21 67.57 53.65 <br /> Cochran Mann Oary McGary Stedman Chaney Sowers CADD Prints Xerox Survey Survey <br /> 11x17 8.5x11 Vehicle Instr. <br /> Labor Budget Project Project Lead Engr. Senior .Engr. Senior Survey Survey Hours <br /> Task No. Item Description Clerical sheets sheets (Days) (Hours) <br /> Billing Hours Manager Engineer Technician Technician Tech. Technician <br /> j 1 Utility Coordination <br /> 1.01 Storm Sewer $541.14 4 2 2 <br /> 1.02 Sanitary Sewer $541.14 4 2 2 <br /> 1.03 Water Main $541.14 4 2 _ 2 <br /> 1.04 Power Lines _ $541.14 4 2 2 - - -- <br /> 1.05 Communication Lines $541.14 4 2 2 <br /> 1.06 Gas Lines $541.14 4 2 2 <br /> 1.07 QA/QC -- -$406.00---2 2 ---- -- - - -- -- <br /> j I <br /> Labor Subtotals $3,652.84 26 14 12 _ <br /> Reimbursable Expenses $0.00 <br /> -- -- Total $3,652.84 <br /> 2 Topograhic Surveys - - - <br /> ----'_ 2.01--F------------------ - - --- - -- - ------- <br /> Establish Horiz./Vert.Control $2,011.44 24 1 8 8 8 1 4 <br /> 2.02 Collect Topo Water Street(Eldo-North) $1,229.89 17 1 8 8 1 1 8 <br /> 2.03 Collect Topo Water Street(North-William) $1,229.89 17 1 8 8 1 8 <br /> 2.04 Collect Topo North Street $1,229.89 17 1 8 8 _ 1 8 <br /> 2.05 Building Sub-surface Inspections $2,093.80 16 8 4 4 60 <br /> 2.06 Process Survey Data $510.40 8 8 8 <br /> 2.07 Field Check $270.28 4 4 <br /> 2.08 Project Management $629.30 4 2 2 <br /> 2.09 Pavement Evaluation $1,919.80 16 4 8 4 <br /> 2.10 Sidewalk Evaluation $2,111.20 14 6 8 <br /> 2.11 Storm Sewer Evaluation $1,705.20 12 4 8 <br /> 2.12 QA/QC $629.30 4 2 2 <br /> Labor Subtotals $15,570.39 153 26 39 12 4 32 32 8 8 60 4 28 <br /> Reimbursable Expenses $1,330.00 $144.00 $6.00 $200.00 $980.00 <br /> Total $16,900.39 <br />