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STRUCTURAL DEMOLITION WORK cont'd <br />STRUCTURE / FACILITY / EQUIPMENT DESCRIPTION <br />■■ se ss== eteuem■■ss■assaas■s■■■m■ass <br />Portable Blds.-OnIY cost -pods <br />Firehouse 11 <br />" 82 <br />Shop storage Bld-No charge <br />Noss storage- <br />Office Trailers <br />Fuel depot <br />Tank basin <br />Pad <br />Misc. pads <br />90 39 d <br />11 <br />Poured Bids. <br />Powder magazine 12" Walls <br />■ " Concrete pad <br />Cap magazine <br />■ a r " <br />[Domestic welt cistern <br />Z „ " " Concrete pad / <br />" 0 pressure tank <br />11 ■ ■ " Con. pad <br />Records vault <br />„ " concrete pad <br />, Lower substation cable vault <br />, It <br />" II " <br />Precast -Main Office /Change room <br />■ " <br />Mezzanine No charge part of mein bid <br />Main office retaining wall <br />Pads and Footings <br />" 11 " Con. pad <br />. - _Powerpole Guard <br />Old compressor pads <br />Receiver pads j <br />steel rack pad I <br />Shop wash pad <br />Lube shed pad <br />; oil cotainment <br />( Lower substation pads <br />Ttansformer pad <br />n Containment <br />Can pad.' <br />DIMENSIONS <br />s ■e■ss■s■s■ssssaw =es■■s <br />6x6x4" <br />6x6x4" <br />22x12x9 <br />24x14x12" <br />10x8x9 <br />I1x9x12" <br />8.5x8x7.83x7.2 <br />8.67x9x7.25" <br />9x8x8x8" <br />8x9x8" <br />8x9x8x8" <br />8x8x8" <br />14x6x5x8" <br />14x6x8" <br />96x39.83X21.87 <br />96x43x12" <br />151.25x20x1 <br />16.5x21.17x8" <br />26X12.5x6" <br />22.5x2.5x3 <br />39.5x14x12" <br />57x12x6" <br />12x12x12" <br />Z1x18x12" <br />19x12x8" <br />10x10x6" <br />16x6x6" <br />22x14x12" <br />36x18x20" <br />CalyX pad i 8x5.5x611 <br />' Sunshine fan pad ■ ■ ■■ ■ mxeea ■ ■s <br />- -x■■ ■e =mss■■= == =no ■se= <br />NOI1Vd0ddOD 431100 <br />COMPOSITION <br />u■s■■ss■ess■ <br />Concrete <br />Concrete <br />Concrete <br />■ <br />Precast <br />Concrete <br />Concrete <br />Concrete <br />" <br />n <br />■ <br />1. <br />" <br />s <br />11 <br />11 <br />" <br />11 <br />QUANTITY <br />m ■m■= <br />36 <br />36 <br />349 <br />319 <br />UNIT <br />afffURUMU <br />S.F. <br />S.F. <br />876 S.F. $10.36 $9,575 ✓ <br />336 S.F. $10.36 $3,6720"-' <br />404 S.F. $10.36 $4,416-"" <br />99 S.F. $10.36 $1,082 ✓ <br />326 S.F. $7.41 $2,552 <br />78 S.F. $7.41 $610 <br />344 S.F. $7.41 $2,689 ✓ <br />72 S.F. $7.41 $563K- <br />320 S.F. $7.41 $2,502." <br />64 S.F. $7.41 $500 <br />284 S.F. $7.41 $2,220 <br />84 S.F. $7.41 $657 <br />83,624 c.f. $0.23 $20,291 <br />4,128 S.F. $5.09 $22,167 <br />S .F. <br />S.F. <br />MEANS BASE <br />UNIT COST <br />..assssesm■ <br />$2.36 <br />$2.36 <br />3,025 S.F. $10.36 $33,063 <br />$3.55 <br />eh <br />$2.78 <br />t 2 of 4 <br />TOTAL <br />COST CS) <br />■ma.assass <br />6L£LZ.b9£06 Zb =80 7.00Z/50/7..0 <br />$90 <br />590 ✓ <br />$1,308V <br />$934V <br />23 L.F. $14.91 <br />553 S.F. $5.09 <br />684 S.F. $2.78 <br />144 S.F. $5.09 <br />378 S.F. $5.09 <br />220 S.F. $3.55 <br />100 S.F. $2.78 <br />96 S.F. $2.78 $282 <br />308 S.F. $5.09 $1,654 <br />$354 <br />$2,970e <br />$2,006 <br />$773 <br />$2,030 <br />$824✓ <br />$293 <br />, 648 S.F. $8.64 $5,907✓ <br />" 44 S.F. $2.78 $129 <br />■sm� = e■ ■m = = ==w mss=- emsse = ==sma■■os= s■■sr_e=s <br />TASK SUBTOTAL - sheet 2 <br />