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Closure Cost Estimate <br /> Foundations&Buildings <br /> Project Name: TR114 Silo-Reclamation Plan <br /> Date of Submittal: 4/912019 <br /> File Name: TR114 Silo SRCE TVO 04092019.xism <br /> Model Version:Version 1.4.1 <br /> Cost Data:User Data <br /> Cost Data File:SRCE_CCV_bonding_cost_data_file.xism <br /> Cost Estimate Type:Surety Cost Basis:Northern Nevada Bonding <br /> Buildings&Foundation Demolition Cost Summary <br /> Labor equipment ena s <br /> Building Demolition Cost $1,807 $1,646 WA Totals <br /> $3,453 <br /> Wall Demolition Cost $4,745 $448 WA $5,193 <br /> Slab Demolition 75 <br /> Subtotal Demolition -71171M $2,ZU 221 <br /> Cover Placement Cost $0 $0 N/A $0 <br /> Growth Media Placement Cost $0 $0 N/A $0 <br /> RippingiScarifying Cost $0 $0 N/A 50 <br /> Subtotal Earthworks 0 0 $0 <br /> Revegetation Cost 0 0 0 $0 <br /> TOTALS 6,677 E2,544 E9,221 <br /> Buildings&Foundation-User Input You must fill in ALL green cells and relevant blue cells in this section for each building or facility <br /> Facility Description Physical-MANDATORY Foundation Cover(1) Growth Media(1)(entire footprint) <br /> Average Flat Building Area <br /> Area Long Footprint Distance from <br /> Foundation Dimension (including Foundation Slope from Distance from Slope from <br /> Descnption Eve Foundation Wall Wall (ripping s unding Foundation Cover Facility to Growth Media Growth Media Facility to <br /> (required) ID Code Type Length Width Height Slab Thickness Thickness Height distance) facilities) Cover Thickness Borrow Area Borrow Area Thickness Stockpile Stockpile <br /> ft ft ft 11 11 ft ft acres in ft %grade in ft %grade <br /> 1 Silo P.«e..-Omer 9 9 61 12 23 5 <br /> 2 Retaining Wall Pr«e..-Omer 1t30 2 20 <br /> 3 Sloped Ends of the Retaining Wall Pr«e..-Omer 78.8 2 10 <br /> Notes: <br /> 1.Foundation cover only calculated to cover slab.Growth media estimated over entire footprint area <br /> 2.If Slope from facility to borrow source is>20,downhill travel time may be underestimated due to limitation of uphill travel time curves and downhill speed tables hom CAT Handbook(see Productivity Sheet) <br /> Buildings&Foundation-User Input(cont.) You must fill in ALL green cells and relevant blue cells in this section for each building or facility <br /> Construction Materials Slab Demolition Foundation Cover Growth Media Revegetation <br /> Slab <br /> Breaking cover Growth Media <br /> Description Foundation Wall Slab Demo Equipment Cover Placement Maximum Growth Media Placement Maximum <br /> (required) Building Type Type Method Fleet Material Type Equipment Fleet Fleet Size Material Type Equipment Fleet Fleet Size Seed Mix Mulch Fertilizer Scarifyi Rip? Ripping Fleet <br /> (select) iseiect, select) (select) (select) (select) (us rude) (select, (select) (us rndei seiecti (seiect) selects selects s�lNt <br /> 1 Silo L.steel Conc 12 in 3D0 mm thick Break&bury Lg Excavator <br /> 2 Retaining Wall Lg.concrete Block 12 in 300 mm thick Break&bury L9 Excavator <br /> 3 Sloped Ends of the Retaining Wall Lg.concrete Block 12 in(300 mm)thick Break&bury Lg Excavator <br /> Notes. <br /> 1.Material Types are used for density correction based on material densities in Caterpillar Performance Handbook material density table <br /> Buildings&Foundation-Calculations <br /> Building Volume Calculations <br /> Using Means Heavy Construction Cost Data(2004)calculates cubic feet from building dimensions <br /> Estimage slab thickness and wall thickness if not known <br /> Assumes that all concrete slabs are reinforced <br /> Productivity for crew from Means Heavy Construction Cost Data(2004)adjusted for supervision <br /> (addressed in Misc.Costs)and Davis-Bacon Wage Rates <br /> Demolition costs do not include hauling or disposing if debris-Use Waste Disposal module <br /> Slab Demolition Calculations <br /> Minimum 1 fir excavator time for slab demolition <br /> Cover Volume Calculation <br /> Foundation area x cover thickness <br /> If"Bury in Place"is selected as slab demolition method,cover thickness is adjusted such that <br /> total cover(cover+growth media)equals value entered in"Minimum thickness of cover over unbroken slab"cell above <br /> RippinglScarifying Calculations <br /> Flat area width=Final flat area+Average long dimensions <br /> Number of passes-Flat area width+Grader width <br /> Travel distance=Number of passes x Average long dimensions <br /> Total hours=(Travel distance+Grader productivity)+(Number of passes x Grader maneuver time) <br /> Revegetation <br /> Minimum 1 acre revegetation crew time per area <br /> 411512019 <br /> _r . Page 1 of 2 <br />