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Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 46 -
Systems and Methods Analysis
Site Layout Planning
Excavation Phase
The site plan for the excavation phase of the project mainly consists of backfill
and soil stockpiles. During the excavation phase, one main access road was built up to
the building footprint. The future access road will be built and added to the site in later
phases once the large excavation equipment has been removed from site. Also during
excavation, the subcontractor trailers arrive on-site. There is a considerable amount of
staging, storage and parking because the concrete subcontractor is beginning foundation
work and delivering rebar and formwork.
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 48 -
Superstructure Phase
The site plan for the superstructure phase is far more complex than the excavation
phase. The complete access road will be completed during this phase. The roads provide
access to steel staging areas near the cranes on the site. There are two cranes required for
the erection of the skylight structural steel. The crane located on the east side of the
building will be used to erect the skylight mast while the other crane will be there to erect
the necessary ridge and rib beams until the mast is supported adequately. The two cranes
will then finish erecting the skylight steel.
Once the skylight is erected, the large crane on the East side of the building will
be removed from site. The remaining crane will erect the rest of the steel in the outer
ring of the building from the location shown on the site plan.
While the structure of the building is being erected, site work will begin on the
North parking lot area, therefore, the subcontractor trailers will be required to move to the
other side of the access road during this time. Due to the utilities on site, the trailers
could not be located in this position originally, and will be required to move again. The
location of the owner and general contractor’s trailers will not be required to move
throughout the duration of the project.
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 50 -
Finishes Phase
During the finishes phase of construction, the two cranes are no longer on site.
There is building access via the main entrance and the loading dock as shown. Once
again, the subcontractor trailers will be relocated back to the finished parking lot area
with a reduced number of trailers since a few of the large subcontractors are no longer on
site. While finishes are going on inside the building, the South side parking area will be
completed. The backfill stockpile has also been removed as it was used during the
backfill following the superstructure phase. The only stockpile remaining is the topsoil
which will be used during the exterior landscaping towards to the end of the project.
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 52 -
Analysis of Contractor’s Plans
The project is currently in the beginning of the structural phase (concrete only);
therefore, a comparison to the superstructure and finishes site plans can not be conducted
as the information has not become available. The excavation phase plan (as in place) is
similar with the location of stockpiles and the access road. The main difference is the
location of the subcontractor’s trailers. The general contractor located the subcontractor
trailers away from the access road and on top of the future utilities along the north fence.
In the revised version of the site plan, I have located the subcontractor trailers along the
access road and not interfering with the future utility lines through the area.
Another difference is the location and orientation of the owner and general
contractor’s trailers. The general contractor chose to orient the trailers side-by-side near
the main entrance with the parking adjacent to the access road and general contractor’s
trailer. In the revised plan, I chose to re-orient the trailers in an L-shape in order to
provide the general contractors trailer with a better view of both the site, and the main
entrance gate to monitor the traffic flow in and out of the site. This could not be done
effectively based on the original orientation of the trailers.
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 53 -
Temporary Utilities
Temporary Facilities for Superstructure Erection
Cast-in-Place Concrete
The use of cast-in-place concrete for the structure of a building requires the use of
many temporary facilities. The installation of the cast-in-place concrete structural
components begins in July 2004 and is complete in March 2005. Therefore, the cast-in-
place activities take place during both extremes of the climate for the geographic region.
The list below represents the temporary facilities required for the cast-in-place
concrete activities on this project:
- Temporary water supply - Truck wash-out area
- Temporary electric - Access road
- Heating (winter months) - Cooling (summer months)
- Formwork storage area - Rebar storage area
Concrete specifications require that concrete be allowed to cure within a certain
temperature range. During the summer months, concrete contractors must utilize cooling
methods to reduce the temperature of the concrete during curing and reduce the moisture
loss. In many instances, the use of some form of wrap such as wet burlap will reduce
both the temperature of the concrete as it cures and the access moisture loss of the
concrete. During the winter months, the concrete contractor will be required to provide
heating techniques to maintain the adequate temperature of the curing concrete. In most
cases, the use of propane heaters within an enclosed space around the concrete element
will accomplish this task.
Structural Steel
During the erection of the structural steel, certain temporary utilities/facilities will
be required. The following is a list of the temporary utilities/facilities required:
- Steel staging area - Crane swing radius
- Adequate soil for crane location
There are not many temporary utilities required for steel erection because the crane is
self-sufficient and does not require any power connections.
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 54 -
Specified Temporary Facilities
The contract specifications clearly list a number of temporary facilities required
by the general contractor. The following is a detailed list of the temporary facilities
required per specifications section 01500.
Temporary Facilities for Owner
• Double Wide Trailer- Hot & Cold Water- Sewer- Electric- Phone- Internet
• Office Trailer Furniture
• Office Equipment
Temporary Facilities for Contractor
• Triple Wide Trailer- Hot & Cold Water- Sewer- Electric- Phone- Internet
• Office Trailer Furniture
• Office Equipment
Temporary Utilities
• Electricity:
The owner will provide the installation and connection of the permanent
electricity once the site conditions allow for it. Once the permanent power
feed has been connected to a point on site, the contractor will be
responsible for the electric costs during the construction phase of the
project.
• Potable Water and Sanitary Sewer:
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 55 -
The owner will prove the potable water and sanitary sewer for the project
once the site is prepared to accept these services. At that time the
contractor may take use of these services and will bear the costs associated
with them throughout the duration of construction.
• Natural Gas:
The owner will provide the installation of the natural gas lines up to 5 feet
outside the building perimeter. The contractor will be required to
coordinate the installation effort and make the connection to the building.
Weather Protection
• Contractor is required to take necessary precautions to ensure roof openings
and other openings are monitored carefully. Preventative action is required to
protect building and materials against inclement weather.
Building and Site Storm Protection
• When gale force winds are forecasted, the contractor is required to take
necessary precautions to ensure safety of persons and protection of work and
nearby Government property. The following are some, but not all, of the
precautions:
� closing openings
� removing loose materials
� removing tools and equipment from exposed locations
� removing or securing temporary work or equipment
Temporary Sanitary Facilities
• The contractor is required to provide adequate temporary sanitary facilities to
accommodate all of the workers on the site at all times during construction per
code.
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 56 -
Detailed Systems Estimate
The following pages provide a detailed estimate of the structural system for the
National Museum of the Marine Corps. A list of assumptions and exclusions is provided
to better illustrate the content of the estimate. The concrete estimate includes all cast-in-
place walls, slab-on-grade, and slab-on metal deck along with the reinforcing. The steel
estimate includes steel beams, columns, and metal decking. The massive skylight system
was not included in this structural take-off.
Assumptions
• 5 % waste factor included in concrete take-off• 10 % included for steel connections
Exclusions
• Steel skylight system• Foundations• Overhead and Profit
Detailed Structural Estimate Summary Table
Cost Summary of Structural System Take-Off
Division Total Cost
1 General Conditions $0
2 Site Work $0
3 Concrete $1,464,973
4 Masonry $0
5 Metals $736,478
6 Woods and Plastics $0
7 Thermal and Moisture Protection $0
8 Doors and Windows $0
9 Finishes $0
10 Specialties $0
11 Equipment $0
12 Furnishings $0
13 Special Construction $0
14 Conveying Systems $0
15 Mechanical $0
16 Electrical $0
Total Structural Cost $2,201,451
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be
r,1
00
-to
np
roje
ct,
1to
2
sto
ryb
uild
ing
,W
12
x50
,A
36
ste
el,
sh
op
L.F
.3
,60
0.0
03
12
.00
22
9.2
04
,14
1.2
04
,74
0.0
0
36
,00
0.0
00
05
31
03
00
10
00
Me
tald
eckin
g,ste
el,
ce
llula
ru
nits,g
alv
an
ize
d,
ove
r1
5S
q,4
-1/2
"D
,2
0-1
8g
a
S.F
.1
81
,80
0.0
03
8,8
80
.00
2,5
20
.00
22
3,2
00
.00
27
1,8
00
.00
Co
nn
ectio
ns
(10
%)
66
,95
2.5
57
7,6
78
.85
To
tals
$5
88
,81
8.7
5$
63
,67
7.9
1$
17
,02
8.8
2$
73
6,4
78
.03
$8
54
,46
7.3
5
Str
uc
tura
lS
tee
lE
sti
ma
te
Michael R. LockwoodConstruction ManagementNational Museum of the Marine Corps – Quantico, VA
- Page 59 -
General Conditions Estimate
The table on the following page is a general conditions estimate for the National
Museum of the Marine Corps project. All of the information within the general
conditions estimate was developed solely by Michael Lockwood and cost information
was obtain from Costworks 2004. The general conditions estimate provides the
estimated costs for project staff, temporary utilities, and temporary facilities. The overall
general conditions cost estimate was $ 1,059,073.32 without overhead and profit. The
cost including the overhead and profit provided by Costworks 2004 was $1,572,423.80.
Note: The cost information provided in the general conditions estimate is solely
developed by Michael Lockwood with the use of Costworks 2004 data.
Co
stW
ork
s2
00
4-
Na
tio
na
lM
us
eu
mo
fth
eM
ari
ne
Co
rps
Qty
CS
IN
um
ber
Descri
pti
on
Un
itB
are
Mat.
Bare
Lab
or
Bare
Eq
uip
.T
ota
lT
ota
lIn
cl.
O&
P
1,2
00.0
001510
800
0350
Tem
pora
ryP
ow
er,
lightin
g,in
cl.
serv
ice
lam
ps,
wirin
gand
outle
ts,m
inC
SF
Flr
$2,4
84.0
0$9,3
00.0
0$0.0
0$11,7
84.0
0$16,6
80.0
0
5.0
001520
500
0550
Off
ice
Tra
iler,
furn
ished,re
ntper
month
,50'
x12',
exc
l.hookups
Ea.
$1,4
05.0
0$0.0
0$0.0
0$1,4
05.0
0$1,5
50.0
0
24.0
001520
550
0120
Fie
ldO
ffic
eE
xpense
,off
ice
supplie
s,ave
rage
Month
$1,9
68.0
0$0.0
0$0.0
0$1,9
68.0
0$2,1
72.0
0
24.0
001520
550
0140
Fie
ldO
ffic
eE
xpense
,te
lephone
bill
;avg
.bill
/month
,in
cl.
long
dis
t.M
onth
$4,8
00.0
0$0.0
0$0.0
0$4,8
00.0
0$5,2
80.0
0
24.0
001520
550
0160
Fie
ldO
ffic
eE
xpense
,field
off
ice
lights
&H
VA
CM
onth
$2,2
20.0
0$0.0
0$0.0
0$2,2
20.0
0$2,4
24.0
0
2.0
001540
790
0100
Surv
eyo
rS
takes,
hard
wood,2"
x2"
x18"
long
C$119.0
0$0.0
0$0.0
0$119.0
0$131.0
0
2,3
28.0
001550
700
0100
Tem
pora
ry,ro
ads,
gra
velf
ill,8"
gra
vel
depth
,exc
lsurf
acin
gS
.Y.
$14,0
84.4
0$4,1
90.4
0$791.5
2$19,0
66.3
2$22,9
30.8
0
30.0
001590
400
2200
Rentele
ctr
icgenera
tor
gas
engin
e1.5
KW
Day
$0.0
0$0.0
0$960.0
0$960.0
0$1,0
56.0
0
1,2
00.0
001740
500
0100
Cle
anin
gU
p,cle
anup
of
floor
are
a,finalb
yG
Catend
of
job
M.S
.F.
$3,1
20.0
0$40,8
00.0
0$3,2
16.0
0$47,1
36.0
0$70,8
00.0
0
1,2
00.0
001510
800
0600
Tem
pora
ryU
tiliti
es,
pow
er
for
job
dura
tion,
incl.
ele
vato
r,etc
,m
inC
SF
Flr
$0.0
0$0.0
0$0.0
0$51,6
00.0
0$56,4
00.0
0
15,0
00.0
001540
800
0300
Tarp
aulin
s,re
info
rced
poly
eth
ylene,w
hite
,cle
ar
or
bla
ck,4
mils
thic
kS
.F.
$2,1
00.0
0$0.0
0$0.0
0$2,1
00.0
0$2,2
50.0
0
76.0
001310
700
0120
Fie
ldengin
eer,
ave
rage
Week
$0.0
0$61,1
80.0
0$0.0
0$61,1
80.0
0$95,0
00.0
0
95.0
001310
700
0121
Off
ice
engin
eer,
ave
rage
Week
$0.0
0$76,4
75.0
0$0.0
0$76,4
75.0
0$118,7
50.0
0
90.0
001310
700
0160
Fie
ldP
ers
onnel,
genera
lpurp
ose
labore
r,ave
rage
Week
$0.0
0$77,4
00.0
0$0.0
0$77,4
00.0
0$121,5
00.0
0
90.0
001310
700
0160
Fie
ldP
ers
onnel,
safe
tycarp
ente
r,ave
rage
Week
$0.0
0$77,4
00.0
0$0.0
0$77,4
00.0
0$121,5
00.0
0
104.0
001310
700
0200
Fie
ldP
ers
onnel,
pro
jectm
anager,
ave
rage
Week
$0.0
0$137,8
00.0
0$0.0
0$137,8
00.0
0$213,2
00.0
0
104.0
001310
700
0260
Fie
ldP
ers
onnel,
superinte
ndent,
ave
rage
Week
$0.0
0$127,4
00.0
0$0.0
0$127,4
00.0
0$197,6
00.0
0
76.0
001310
700
0260
Fie
ldP
ers
onnel,
chie
ffield
engin
eer,
ave
rage
Week
$0.0
0$76,3
80.0
0$0.0
0$76,3
80.0
0$129,2
00.0
0
104.0
001310
700
0200
Fie
ldP
ers
onnel,
qc
manager,
ave
rage
Week
$0.0
0$117,0
00.0
0$0.0
0$117,0
00.0
0$171,6
00.0
0
90.0
001310
700
0200
Fie
ldP
ers
onnel,
ass
ista
ntqc
manager,
ave
rage
Week
$0.0
0$90,0
00.0
0$0.0
0$90,0
00.0
0$108,0
00.0
0
104.0
001310
700
0290
Fie
ldP
ers
onnel,
off
ice
manager,
ave
rage
Week
$0.0
0$74,8
80.0
0$0.0
0$74,8
80.0
0$114,4
00.0
0
To
tals
$32,3
00.4
0$970,2
05.4
0$4,9
67.5
2$1,0
59,0
73.3
2$1,5
72,4
23.8
0
Pro
ject
Sta
ff
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