DATE
SHEET NO.
ESTIMATE WORKSHEET
OF
PROJECT NO.
LOCATION
PROJECT NAME
101-001
VAMC, ANY CEMETERY, USA
SAMPLE PROJECT
TYPE OF ESTIMATE
ESTIMATOR
INDEX NO.
BUILDING NO./NOS.
ESTIMATE NO.
NEW
ALT.
DD1
JOHN DOE
X
1000.0
ADMINISTRATION BUILDING
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
01
FOUNDATION
55,255
SF
1.74
96,177
55,255
SF
1.78
98,235
194,412
10
STANDARD
55,255
SF
.62
34,171
55,255
SF
.60
33,416
67,587
01
EXCAVATION
1,273
CY
2.00
2,546
1,273
CY
1.00
3,819
02
CONCRETE 4000 PSI
314
14.00
4,396
2,980
CY
50.50
15,857
20,253
03
FORMWORK
8,000
SF
2.00
16,000
8,000
SF
1.00
8,000
24,000
04
REINFORCING
16
T
200
3,200
16
T
450
7,200
10,400
05
FINISH
7,579
SF
2,425
7,579
SF
.02
152
2,577
06
959
CY
5.84
5,604
959
CY
.97
934
6538
20
SPECIAL
55,255
SF
1.12
68,006
55,255
SF
1.17
64,819
126,825
01
DRILL 20"/60 PIER
2,862
LF
3.25
9,302
2,862
LF
1.75
5,009
14,311
02
DRILL 24"/72 PIER
1,890
LF
3.75
7,088
1,890
LF
2.00
3,780
10,868
03
DRILL 28"/84 BELLED PIER
252
LF
4.50
1,134
252
LF
2.50
630
1,764
04
HAUL OFF SPOIL
1,162
CY
3.00
3,486
1,162
CY
3.00
3,486
6,972
05
400 PSI CONCRETE
1,028
CY
7.00
7,196
1,028
CY
50.50
51,914
59,110
06
REBAR
52
T
200.0
10,400
52
T
450.0
23,400
33,800
CEM -18a
VA FORM
DEC 1995
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