Estimating in Building Construction

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U.R. Architect, Inc.

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Continous Foooting #5 Bar (2804+1986+555+426)/2000

2.886

10.00%

3.17 Ton

15

$12.75

43.3

$191.25

$550.00

$607

$1,746

$0

$2,353

Dowels From Ftg to Wall (1406+321)/2000

0.864

10.00%

0.95 Ton

15

$12.75

13.0

$191.25

$550.00

$182

$523

$0

$704

Foundation Walls (3154+2576+1348+1277)/2000

4.178

10.00%

4.60 Ton

11

$12.75

46.0

$140.25

$550.00

$645

$2,528

$0

$3,172

Spread Footings w/Dowels (117+50)/2000

0.084

10.00%

0.09 Ton

15

$12.75

1.3

$191.25

$550.00

$18

$51

$0

$68

Column Piers #5 Bar

0.023

10.00%

0.03 Ton

24

$12.75

0.6

$306.00

$550.00

$8

$14

$0

$22

#3 Bar

0.010

10.00%

0.01 Ton

24

$12.75

0.2

$306.00

$550.00

$3

$6

$0

$9

Driller Piers #5 Bar

0.188

10.00%

0.21 Ton

24

$12.75

4.5

$306.00

$550.00

$63

$114

$0

$177

#3 Bar

0.064

10.00%

0.07 Ton

24

$12.75

1.5

$306.00

$550.00

$22

$39

$0

$60

Grade Beam #5 Bar

0.216

10.00%

0.24 Ton

22

$12.75

4.8

$280.50

$550.00

$67

$131

$0

$197

#3 Bar

0.049

10.00%

0.05 Ton

22

$12.75

1.1

$280.50

$550.00

$15

$30

$0

$45

Slab on Grade (1348+1277)/2000

1.313

10.00%

1.44 Ton

13

$12.75

17.1

$165.75

$550.00

$239

$794

$0

$1,034

9/15/20099/15/

133.21

$1,868

$5,974

$0

$7,843

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1234 11/11/20XX

FIGURE 4.7.

Estimate Summary Sheet.

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