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Chapter 4 ESTIMATING 245
l�L CONSTRUCTION
YOUR CO NPLET E DESJG N-8UJLDER
fSfi!Mff Project: ACME Manufacturing
Division Heading/Phase Quantity Unit Cost
3000 CONCRETE
Reinforcement
rebar 8T @ $800./T $/T $6400
welded wire mesh 22000 sf @ $.30/sf $sf 6600
Accessories
expansion joint 840 lf @ $1./lf $/lf 800
bulkhead 70lf @ $7.lf/conc.+$5./lf form/place strip $/lf 900
anchors/inserts 36 sets of anc bolts @ $25./ea. $/ea. 900
concrete pump upper floor slab x 8h @ $150/h $/h 1200
4000 MASONRY
Unit Masonry
load bearing units 1700-8”@$2.50/ea. matl.+ $3./ea. labor $/ea. 9350
exposed architectural units 2000-4”@$3.50/ea. matl. + $3.50./ea. lab. $/ea. 14000
Brick
exterior face 10000 units@ $550/M matl.+$1200/M lab. $/M 17500
Accessories
rebar 1600 lbs. @ $.40/lb. $/lb. 640
blok-lok 2400 lf @ $35./lf $/lf 840
sealer 3000 sf @ $.20/sf $/sf 600
concrete fill 10 cy @ $100./cy $/cy $1000
brick ties 1700 sf @ 8/sf = 225 @ $1./ea. $/ea. 225
