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Reclamation Bond Recaleulatln Worksheet-Demolition <br />0 <br />Means FdctOr 100.0% <br /> Meare Base Adjusted <br />Strudwe/Facili7y/Equipment Descnpfron Dimensions Composition Quantitiy Unit UnitCast Total COSt <br />-paving (4" depth) 100" $0' asphalt 105 sq.yd. $ 4.70 $ 070 <br />Warehouse <br />-Superstructure 140'L.'30'W.'76'H. steel - cu.H. $ 0.16 $ - <br />-Floor (6'D.W/rods) 40"30' concrete 1,200 sq.N. $ 1.61 $ 1,920 <br />-Footing (1.5"4') 241inN. concrete 24 linft. $ 19.20 $ 463 <br />-paving (4' depth) 100" 50' asphalt 785 sq.yd. $ 4.70 $ 870 <br />Tire Shop <br />-Superstructure 40'L.'30'W,'16'H. steel - cu.N. $ 0.16 $ - <br />-Floor (6'D.w/rods) 100" 30' concrete 3,000 sq.N. $ 1.61 $ 4,820 <br />-Fooling (1.5"4') 181in.fl. concrete 18 link. $ 19.28 $ 347 <br />Loading Bin <br />-Superstructure e'L'e'W.'6H. steel - cu.tt. $ o.t4 $ - <br />Loading Dock Wall 12'L.' 3'W.' 46' lin.ft. ancrete - 130 sq.tt. $ 3.55 $ 490 <br />Fire House <br />-Superstructure 5'L.'3'W.'6'Iin.N. steel cu.N. $ 0.14 $ - <br />-Footing (0.5" 2') 201in.tt. concrete 20 linft. $ 6.43 $ 129 <br />Solid Wazte Storage Bin <br />-wall (8') 8'H.' SS lin.ft concrete 440 sq.tt. $ 2.37 $ 7,042 <br />-slab (8' w/rods) 22" 18' concrete 396 sgJt. $ 274 $ 840 <br />Sediment Trap <br />-wall (B') (2) 6'H.' 121irtN. concrete 144 sq ft. $ 2.37 $ 341 <br />Remainiry Materials, Supplies, & Debris <br />-area (assume50%coverage) 160'L'80'W.'4'H. wood/metal 474 cu.yd. $ 11.14 $ 5280 <br />-area (assume50%coverage) <br />0 760'L.'80'W.'4'H. wood/metal 474 cu.yd. $ 17.74 $ 5,280 <br />-area (azsume 50%wverage) 380'L'60'W.'4'H. wood/metal 045 cu.yd. $ 11.14 $ 9,408 <br />EAST MINE -CRUSHING & SCREENING LEVEL <br />Crushing & Screening Plant <br />-Superstructure 64'L.'28'W.'60'H. steel - caN. $ 0.16 $ - <br />-SUperslructure 28'L.'20'W.'40'H. steel - CU.N. $ 0.16 $ - <br />-Footing (2" 8') B ftrs, upper 4' only concrete 40 each $ 19.28 $ 771 <br />Lump Bin <br />-Superstructure 18'L.' 18'W.' 34'H. steel - cu. N. $ 0.16 $ - <br />-Fooling (2" 8') 4 firs, upper 4' only concrete B each $ 19.28 $ 154 <br />MCC <br />-SUpersWcture 24'L.' 18'W. • e'H. cinder block - cu.N. $ 0.17 $ - <br />-Floor (6'D.W/rods) 24" 10' concrete 432 cu. n. $ 1.61 $ 694 <br />Transfer Tower #2 <br />Superstructure 26'L.' 26'W.' S5'H. steal - cu.tt. $ O.t6 $ - <br />-Floor (10'D.W/rods) 26"26' concrete 676 sq. tt. $ 2.68 $ 1,810 <br />-Footing (2"4') 26'+26'+26'+26' ocnerete 104 lin.ft. $ 19.28 $ 2,005 <br />Truck Loadout <br />-Superstructure 18'L'78'W.'60'H. sleet - cu N. g 0.16 $ - <br />-Superstructure 10'L.'12'W.'1CH. steel - cu.N. $ 0.16 $ - <br />-Superstructure 18'L'14'W.'24'H. steel - cu.N. $ 0.16 $ - <br />-wall (70') (3)3'H.'301in.tt. concrete 270 sq.N. $ 296 $ 799 <br />-Footing (2" e') 6 firs, upper 4' only concrete 12 each $ 79.28 $ 231 <br />Slacking Tube 4' diam. X 40' h steel - tin ft. $ 0.16 $ - <br />Rack Bin <br />-wall (10') 8'hx 321in.ft. concrete - sq.N. $ 2.37 $ - <br />-slab (8' W/rods) 12' x 12' concrete 144 sq.N. $ 2.14 $ 300 <br />Waste Oil Storage Bin <br />-Tank 10,000 gal steel each $ 782.00 $ <br /> <br />-remove sludge <br />WA <br />sludge <br />earn <br />$ <br />250.SD <br />$ - <br />-tlispose of ail Assume 5000 sludge gal $ 3.33 $ - <br />-insert CO2 7.51bs/100 gal cap. N/A Ibs $ 1.57 $ - <br />Bond Release <br />EastMinef6acMill Page 7 J. E SroverAssoaates <br />