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<br />STRUCTURAL DEMOLITION YORK cont'd
<br />w
<br />sheet 2 of 4
<br /> MEANS BASE TOTAL
<br />STRUCTURE / FACILITY / EQUIPMENT DESCRIPTION I
<br />____________________ ______
<br />______________ DIMENSIONS
<br />=====_______ I
<br />__===== COMPOSITION ~ QUANTITY I UNIT ~ UNIT COST I COST (E)
<br />_____
<br />I
<br />Head frame, steel, conc ftrs ~ _____
<br />frame 1000 LF a I
<br />4x6 in ~ =====__
<br />steel _===== I=:========I
<br />~ 1,000 ~ ========I=
<br />LF ~ ====:=====I=
<br />E3.38 ~ ====_______
<br />E3, 623
<br />dismantle or cut for onsi to disposal ~ skip/mist meth 2 5x5x5 ~ steel ~ 625 ~ cf ~ E0.17 ~ E114
<br />derrick size 80 ft ht x avg 15 ft x avg 15 ft
<br />skip size 20x5x5, mist meth size 8x5x5
<br />Compressor, steel, anchored to conc slab ~ comer Sx3x10 ~ steel ~ 150 ~ cf ~ E0.17 ~ E27
<br />size Sx3x10, elec power ~ loader carry 50 ft
<br />remove from mount, carry to pit for buri aL
<br />Concrete slab, under orebins, assume rei of ~ slab 30x20, bin reinf ~ conc, steel ~ 600 ~ sf ~ E2.94 ~ E1,891
<br />size 30x20, b in thick
<br />break and bury onsite
<br />Concrete ftrs, under orebins (4 tot) ftrs 1x1x3, rod reinf ~ conc, steel ~ 4 ~ LF ~ E9.15 ~ S39
<br />size ea 1x1x3, remove and bury onsite
<br />Concrete slab, under headf rame, assume reinf ~ slab 30x30, bin reinf ~ conc, steel ~ 900 ~ sf ~ E2.94 ~ E2, 837
<br />size 30x30, b in thick
<br />break and bury onsite
<br />Concrete slab, under open sided shack ~ slab 10x16, bin rei of ~ conc, steel ~ 160 ~ sf ~ E2.94 ~ E504
<br />assume reinf, size 10x16, b in thick
<br />break and bury onsite
<br />Concrete slab, under change rooMshop ~ slab 37x22, bin rei of ~ conc, steel ~ 814 ~ sf I E2.94 ~ E2,565
<br />assume reinf, size 37x22, 6 in thick
<br />plus slabs (2) under compressor, assume reinf ~ heavy 6x12, 12in rei of ~ conc, steel 144 I sf ~ E5.88 ~ E908
<br />size of each 6x12, 12 in thick (2 slabs)
<br />break and bury onsite
<br />Concrete slabs, hoist bldg, assume reinf ~ slab 24x32, 12in reinf ~ conc, steel ~ 768 ~ sf ~ E5.88 ~ E4,841
<br />size 24x32, 12 in thick
<br />plus slab under hoist meth, 10x10, 24in thick ~ heavy 10x10, 24 rei of ~ conc, steel ~ 200 ~ sf ~ E8.88 ~ 51,261
<br />break and bury onsite
<br />Concrete collar, vent shaft #1, assume rei of ~ slab 10x15, Bin rei of ~ conc, steel ~ 150 ~ sf ~ E4.00 ~ E643
<br />size 18ft dia wt Eft dia hole, 8 in thick
<br />break and bury in shaft area
<br />Concrete collar, vent shaft #2, assume rei of ~ slab 10x15, Sin rei of ~ conc, steel ~ 150 ~ sf ~ 54.00 ~ E643
<br />size 15ft dia w/ bft hole, assure 8 in thick
<br />break and bury in shaft area
<br />Debris at 2 vent shafts, onsite burial at ea ~ debris 5 cy ~ metal, wood ~ 135 ~ cf ~ E0.17 ~ E25
<br />shaft site, no haul to pit, tot vol 5 cy
<br />Debris in bldgs, onsite burial in pit ~ debris 15 cy ~ metal, wood ~ 405 ~ cf ~ E0.17 ~ f74
<br />voL est 15 cy, push into pit, no haul
<br /> TASK SUBTOTAL - sheet 2 E19,995
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