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a <br /> !o OF [t <br /> Project Budget Worksheet <br /> Project: Main Street-Downtown Decatur Streetscape Person Hour Cost Estimate Direct Cost Estimate <br /> HLC Proj No: 5679 <br /> Date: 9-Mar-11 <br /> inw-.p� ht-U,yf_D-W,5679_Dowom-_ F,g-tBudyetree3-8-n�is]b.dyei MyersrPartner\PM <br /> oltz Scott Burrus Buening Benz Bullock King Kocher Anderson Petry Franklin Marvin Task $18.00 $6.00 $50.00 $42.50 $161,250 <br /> Phase Sheet Task Level Budget Partner\PM Design Graduate Grad Eng Grad Eng Senior Senior Senior PLS Crew Chief Inst Oper Steno- Direct CADD Binders Vehicles GPS AEX <br /> /Task Item Descri tion Count Billi Hours in Char aha a Engineer Engineer Structural Structural Desi ner Designer Eng Tech Survey Survey Survey Clerical H Each MAY0 fur <br /> 1 Administration&Mana em nt <br /> 1.1 Project Startup-setup files,budget,schedule $694.40 4 4 4 <br /> 1.2 Project Progress & Close-out $31,248.00 180 180 <br /> 1.3 Project Invoicing $1,075.20 10 5 5 <br /> 1.4 Project Correspondence and Meetings-assumel0 meetings @ 3hrs ea $7,182.00 60 30 30 2.5 <br /> (include prep&travel <br /> Labor Subtotals $40,199.60 254 219 0 0 30 0 0 0 0 0 0 0 0 5 0 4 2.5 0 0 <br /> Direct Cost $149.00 $149.00 $0.00 $24.00 $125.00 $0.00 $0 <br /> Total $40,348.60 <br /> 2 Togggraphic Surveys <br /> 2.1 Horizontal control $2,352.00 60 30 30 3 20 <br /> 2.2 Vertical control $2,352.00 60 30 30 3 <br /> 2.3 Locate property comers $3,646.72 76 16 30 30 3 <br /> 2.4 Cross section roadways $8,652.00 180 60 60 60 6 <br /> 2.5 Locate drainage structures and measure inverts $5,768.00 120 40 40 40 3 <br /> 2.6 Locate and measure trees $784.00 20 10 10 1 <br /> 2.7 Building ground floor elevations including steps and ramps $2,352.00 60 30 30 3 <br /> 2.8 Record topographic data-light poles,signs,planters,etc. $10,094.00 210 70 70 70 7 <br /> 2.9 Swing ties for control points $2,884.00 60 20 20 20 2 <br /> 2.10 Photograph existing features $1,579.20 24 24 <br /> 2.11 Field Check $647.36 8 8 <br /> 2.12 Analyze data $1,618.40 20 20 <br /> 2.13 Adjust vertical control $809.20 10 10 <br /> 2.14 Calculate boundary $1,618.40 20 20 <br /> 2.15 Prepare topo file $2,055.20 20 20 20 <br /> 2.16 QA/QC $2,777.60 16 16 <br /> Total Sheet Count 0 <br /> Labor Subtotals $49,990.08 964 0 16 0 214 0 0 20 0 0 74 320 320 0 20 0 1 31 20 0 <br /> Direct Cost $2,760.00 $2,760.00 $360.00 $000 J$1,550.00 $850.00 $0 <br /> Total $52,750.08 <br /> 3 Vaults n BuildinQ Condition Documentation <br /> (assume 36 buildings on Main <br /> 3.1 Determine building owner and tents information $3,757.60 44 8 36 <br /> 3.2 Schedule building entry $1,531.60 20 2 18 <br /> 3.3 Photo Documentation of exterior adjacent to street $7,907.20 80 40 40 <br /> 3.4 Photo documentation of interior basement war adjacert to street $7,907.20 80 40 40 <br /> 3.5 Note visual observations to accompany photo dodmrentation $2,126.32 20 2 9 9 <br /> 3.6 Measure basement to determine existence of vault and size $3,558.24 36 18 18 <br /> 3.7 Record vault in topography $924.84 9 9 9 <br /> 3.8 Develop plan to fill vaults(assume 2 options) $2,853.76 38 2 12 24 <br /> 3.9 Vault filling detail sheet 2 $3,472.00 38 2 4 4 4 24 24 <br /> 3.10 Calculate quantities assume 20 vaults) $389.20 6 4 2 <br /> 3.11 QA/QC $2,083.20 12 12 <br /> Total Sheet Count 2 <br /> Labor Subtotals $36,511.16 383 16 12 0 62 16 30 116 131 0 0 0 0 0 33 0 0 0 0 <br /> Direct Cost 1 $594.00 $594.00 $594.00 $0.00 1 $000 $0.00 $0 <br /> Total 1 $37,105.16 <br />