phase 3 - 396 375 2 C70 Damp proofing footing 792 665 2 C80...

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Activity Work Quantities daily output Duration corrected A Top soil removal 281 3000 1 A10 Excavation 306 150 3 A20 backfill and compaction 252.6 800 1 A30 4" gravel under SOG 7485 10000 1 A40 parking 4" coarse asphalt paving 5384 10800 1 A50 Parking 6" compacted Crushed Gravel 5384 8600 1 A60 Form footings 840 485 2 A70 Form SOG 132 275 1 A80 Footing Reinforcement 0.446 2.1 1 A90 SOG wire mesh 11 35 1 B Placing concrete - footings 28 150 1 B10 placing concrete - SOG 95 130 1 B20 Lintels 8"x12"x19 13 16 1 B30 Concrete blocks 12" 990 350 3 B40 Concrete blocks 8" 3200 395 9 B50 4" Red Bricks 3.52 1.5 3 B60 roof built-up 78.89 50 2 B70 roof styrofoam 7889 1500 6 B80 roof gravel stop 418 145 3 B90 roof cant strip 418 325 2 C door 7x10 1 1.8 1 C10 flush,7 ply,solid core door 6 15 1 C20 Door Frames 6 16 1 C30 concrete SOG curing 7485 0 0 C40 concrete footing curing 1502 0 0 C50 vapor barrier - retarder 76 37 3 C60 Expansion joints
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Unformatted text preview: 396 375 2 C70 Damp proofing footing 792 665 2 C80 Walls rigid insulation 3200 1000 4 C90 Pre-cast concrete hollow roof slab 7889 3200 3 D Aluminum windows (siders) 4 8 1 D10 1/4 Plate Glass 136 none D20 Aluminum windows (tube) 2 4 1 D30 Polyurethane varnish 7 4.5 2 D40 Plaster for walls 3200 360 9 D50 Painting Exterior CMU walls 2040 640 4 D60 Finish concrete machine SOG 7171 4000 2 D70 plaster for Ceiling 831.66 92 10 D80 Vinyl Tiles 7485 500 15 D90 Vinyl Base 396 315 2 E Gypsum Board 7485 615 13 E10 4" sand compaction 105.56 6000 1 E20 2" fine asphalt paving 950 25000 1 E30 Painting Ceiling (Latex) 7485 2000 4 E40 Rough MEP E50 Finish MEP...
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This note was uploaded on 01/24/2012 for the course ECON 101 taught by Professor Dezhbakhsh during the Spring '07 term at Emory.

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