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Reclamation BOntl Recalculatin Worksheet-Demolition <br />Meare Factor <br />Structure/Facility/Equipment Description Dimensions <br />French Drain 4' Diam. <br />15' PVC 15' Diam. <br />Ponal Bench East Roatcap Creek Culven 46' diam. <br />CuNeds <br />-9' diam. <br />-24' diam. <br />-18' diam. <br />WEST MINE FAN LEVEL <br />Vent Fan <br />100.0% <br />Composition Duantitiy Unit <br />PVC - tin tt. $ <br />PVC - tin ft. $ <br />CMP tin ft. $ <br />CMP 120 IINt. $ <br />CMP 50 lin.ft. $ <br />CMP 55 lin.ft. $ <br />-Superstructure 40'L.'8'W.'e'H. steel <br />-Superstructure 48'L.' 18'W.' /2'H. sleet <br />-Superstructure 30'L. ^ 10'W.' 10'H. steel <br />-Superstructure 12'L.' 12'W.' 16'H. steel <br />-Superstructure 20'L.' 10'W.' 10'H. steel <br />-slab (8' Wlrod4) 12" 12' concrete <br />-slab (B' w/rods) 10" 10' concrete <br />-slab (B' w/rods) 50" 20' concrete <br />-slab (6"w/rods) 4" 4' concrete <br />-slab (6"w/rods) 5" 6' concrete <br />-Footing (8" 3') 481in.n. concrete <br />-Footirg (1.5"3') 101in. n. concrete <br />-Footing (1.5'diam.'4') 2tooters Wncrete <br />-fence 521in.n. chain link <br />Wood Shack <br />-Superstructure 76'L ' 12'W.' 8'H. wood <br />-slab (6' wlrods) 16" 12' concrete <br />Water Tank - 200,000 gal. <br />-Tank 200,000 Tank steel <br />-Floor (12'D.w/rods) 35 diam. concrete <br />Well House <br />-Superstructure 40'L.' 18'W.' 10'H. steel <br />-slab (6'w/rods) 40" 16' concrete <br />Transformers <br /> 2 units steel <br />Powedine-Vareformer to substation 1,8501intt. wood/wire <br />Remaining Materials, Supplies 8 Debris <br />-area (assume 50%coverage) 400'L'100'W.'4'H. Wood metal <br />MISCELLANEOUS ITEMS -ALL AREAS <br />Hazardous Waste <br />-pickup assume 10 - 55 gal drums N/A <br />-sampling & analysis assume 10- 55 gal dorms N/A <br />-trawpon 1o dump assume 10 - 55 gal drums N/A <br />-dumpsite disposal charge assume 1o - 55 gal drums N/A <br /> <br />Means Base <br />Unit Cost <br />4.85 $ <br />5.18 $ <br />31.94 $ <br />7.56 $ <br />13.66 $ <br />1054 $ <br />cu H. $ 0.16 $ <br />cu.n. $ 0.16 $ <br />cu H. $ 0.16 $ <br />cu.H. $ 0.16 $ <br />cu.n. $ 0.16 $ <br />sq.n. $ 2.14 $ <br />sq.n. $ 2.14 $ <br />sq.n. $ 2.14 $ <br />sq.f1. $ 1.61 $ <br />sq.n. $ 7 61 $ <br />linft. $ 14.46 $ <br />tin ft $ 14.46 $ <br />each $ 19.28 $ <br />tin ft. $ 1.75 $ <br />cu.n. $ 0.14 $ <br />sq.n. $ 1.61 $ <br />cu.n. $ 058 $ <br />sq.n. $ 3.21 $ <br />cu.n. $ o.1a $ <br />sq.n. 3 1.61 $ <br />each $ 500.00 $ <br />tin fl. $ 1.88 $ <br />cU.yd. $ 11.14 $ <br />each $ 270.29 $ <br />each $ , 194.04 $ <br />miles $ 3.58 $ <br />tare $ 208.33 $ <br /> unadjusted $ <br />adjusted for location $ <br />Adjusted <br />Total Cost <br />907 <br />693 <br />560 <br />231,502 <br />231,734 <br />Bond Release <br />EastMineBacMill Page9 J. E Stover Assoaates <br />