DATE
SHEET NO.
ESTIMATE WORKSHEET
OF
PROJECT NO.
LOCATION
PROJECT NAME
101-001
VAMC, ANY CITY, USA
SAMPLE PROJECT
TYPE OF ESTIMATE
ESTIMATOR
INDEX NO.
BUILDING NO./NOS.
ESTIMATE NO.
NEW
ALT.
DD1
JOHN DOE
X
1000.0
12
CD-1
CODE
LABOR
MATERIALS
SYSTEM/SUBSYSTEM
TOTAL
A
B
C
D
QUANTITY
UI
N
T
$/UNIT
TOTAL
QUANTITY
UI
N
T
$/UNIT
TOTAL
COST
FOUNDATION
55,255
SF
1.74
96,177
55,255
SF
1.78
98,235
194,412
01
STANDARD
55,255
SF
.62
34,171
55,255
SF
.60
33,416
67,587
10
EXCAVATION
1,273
CY
2.00
2,546
1,273
CY
1.00
1,273
3,819
01
CONCRETE 4000 PSI
314
CY
14.0
4,396
2,980
CY
50.5
15,857
20,253
02
0
0
FORMWORK
8,000
SF
2.00
16,000
8,000
SF
1.00
8,000
24,000
03
REINFORCING
16
T
200
3,200
16
T
450
7,200
10,400
04
FINISH
7,579
SF
.32
2,425
7,579
SF
.02
152
2,577
05
959
CY
5.84
5,604
959
CY
.97
934
6538
06
SPECIAL
55,255
SF
1.12
68,006
55,255
SF
1.17
64,819
126,825
20
DRILL 20"/60 PIER
2,862
LF
3.25
9,302
2,862
LF
1.75
5,009
14,311
01
DRILL 24"/72 PIER
1,890
LF
3.75
7,088
1,890
LF
2.00
3,780
10,868
02
DRILL 28"/84 BELLED
252
LF
4.50
1,134
252
LF
2.50
630
1,764
03
PIER
HAUL OFF SPOIL
1,162
CY
3.00
3,486
1,162
CY
3.00
3,486
6,972
04
400 PSI CONCRETE
1,028
CY
7.00
7,196
1.028
CY
50.5
51,914
59,110
05
000
REBAR
52
T
200.
10,400
52
T
450.
23,400
33,800
06
0
0
HO-18a
VA FORM
DEC 1995
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