Page 266 - TCDB combined Book
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Chapter 4 ESTIMATING 243
l�L CONSTRUCTION
YOUR CO NPLET E DESJG N-8UJLDER
fSfi!Mff Project: ACME Manufacturing
Division Heading/Phase Quantity Unit Cost
2000 SITE WORK
Site Clearing
strip topsoil store/haul 250 x 250 x 1.0 / 27 = 2400 cy @ $1./cy $/cy$/cy $2400
store on adjacent site 2400 cy @ $.50/cy 1200
Excavation
foundations 600 x 8 x 4 / 27 = 711 cy @ $3./cy $/cy $/cy 2135
store/haul load/haul 356 cy within 1 mile @ $3/cy 1070
Backfill
foundations slab 400 tons @ $6./T $/T $/T 2400
on grade compaction 1027 T @ $6.T + 514 T @ $8./T $/wk. 10274
reuse excavated small equipment rental 2 wks @ $500/wk. $/T 1000
400 tons @ $3./T 1200
Services
sanitary sewer )
storm sewer ) lump sum subtrade price ls 15000
manholes, catch basins )
water )
electrical included in electrical subtrade costs 0
natural/mfct.gas by utility / no cost 0
telephone/cable/alarm by utility / no cost 0
