p level cost estimates - city and borough of · pdf filejuneau feis appendix a: planning level...
TRANSCRIPT
APPENDIX A
PLANNING LEVEL COST ESTIMATES
The following pages provide more information concerning the cost estimates for the alternativesdescribed in Chapter Two. These “planning level” cost estimates are considered sufficientlydetailed for the comparative environmental analysis used in the JNU EIS. They are not, however,representative of “design level” cost estimates, in that they would not be used to develop finalbudgets for project implementation. A few additional notes about the costing methods are war-ranted.
Two types of cost estimates are supplied for runway safety area alternatives. Tables A-1.1through A-1.5 disclose the major component costs to construct each alternative. These tables arebased on various sources of information obtained or derived during development of the EIS. Thenext set of RSA tables, A-1.6 through A-1.10, provides life cycle costs for each of the alterna-tives. The formulas used in these tables, which illustrate the estimated costs to maintain runwaysafety area and EMAS systems through a 20-year life cycle, were developed to comply with FAAOrder 5200.9 Financial Feasibility and Equivalency of Runway Safety Area Improvements andEngineered Material Arresting Systems (2004).
Most cost estimates for actions other than runway safety area represent one-time, constructioncosts only, either because there are no real comparative differences in long-term maintenancerequirements between alternatives (such as for the SREF alternatives) or because there is littlemaintenance cost that would be borne by CBJ once implemented (such as with the MALSR). Thecosts to construct aviation facilities have been estimated using an inflation factor, because it islikely that hangars and apron would be constructed at stages over the net 15 to 20 years, ratherthan in a one-time expenditure.
Two other assumptions are inherent in these cost estimates. First, CBJ would not have to reim-burse the State of Alaska for any lands needed to implement alternatives that may encroach on theRefuge. Compensatory mitigation costs associated with the RSA alternatives are incorporatedinto the cost tables in this appendix. These mitigation costs reflect a compensatory mitigationmethod including ratios developed in consultation between the FAA, CBJ, and Federal and Stateagencies.
Juneau FEISAppendix: Planning Level Cost Estimates
A-2
Tabl
e A
-1.1
. RSA
-1 C
onst
ruct
ion
Cos
tIte
m
No.
Item
Uni
tU
nit
Pric
eQ
uant
ityIte
m C
ost
Not
es1
Mob
iliza
tion/
Dem
obili
zatio
nlu
mp
sum
$280
,000
1$2
80,0
00
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$721
36$1
4,95
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
and
from
acc
ess
road
re
mov
al
4C
lear
and
Gru
bac
re$1
,500
37$5
5,80
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
229
846
$358
,152
RS
A/L
ater
al R
SA
are
a cl
earin
g. A
ssum
e 0.
5-fo
ot d
epth
(37
acre
x
4356
0 ft2
/acr
e x
1/2
foot
dep
th b
y 27
ft3
per y
ard
)
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
247
3345
$5,6
80,1
40Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
ume
avai
labl
e fro
m M
ende
nhal
l Riv
er, s
loug
h ch
anne
ls, e
tc.
7
Cla
ss II
I Rip
Rap
cubi
c ya
rd$3
572
60$2
54,1
00R
ipra
p fro
m o
ff-si
te b
orro
w s
ourc
e. U
sed
on 1
:1 la
tera
l RS
A to
e sl
ope
only.
1.5
Acr
es x
43,
560/
9 8
Top
Soi
lcu
bic
yard
$40
3015
6$1
,206
,240
From
off-
site
per
mitt
ed b
orro
w s
ourc
e. A
ssum
e R
SA
reve
geta
ted.
B
ased
on
6" a
pplic
atio
n ra
te. 5
% o
f tot
al fi
ll 9
Seed
ing
acre
$4,0
0025
$100
,000
Aver
age
estim
ate;
see
DE
IS fo
r veg
mix
. Non
-late
ral R
SA
onl
y 10
Jord
an C
reek
C
ulve
rtse
gmen
t$2
,572
138
$354
,936
Bas
ed o
n pr
opos
ed a
ctio
n de
scrip
tion
of a
rch
culv
ert c
onne
ctio
ns
on n
orth
and
sou
th s
ide
of ru
nway
to e
xist
ing
CM
P. E
stim
ated
abo
ut
138
feet
of 1
2 x
10 ft
spa
ns, u
nit r
ate
incl
udes
spa
ns, f
ill, c
ulve
rts,
and
fish
rock
11
Eas
t Run
way
S
loug
h cu
bic
yard
$670
815
$424
,890
Est
imat
ed V
olum
e of
cha
nnel
in ft
3:
(300
0x12
0x5)
+(28
00x4
0x1)
=191
2000
ft3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s 13
8" D
1 B
ase
Cou
rse
cubi
c ya
rd$3
526
674
$933
,590
Com
bine
d es
timat
e, fr
om s
cree
ned
float
pla
ne p
ond
mat
eria
l, dr
aina
ge e
xcav
atio
ns, a
nd o
ff-si
te p
erm
itted
bor
row
so
urce
.Incl
udes
nea
r sur
face
laye
r for
RS
A (3
535
ft x
138
ft +
1461
ft
x 50
0 ft
= 1,
075,
500
sq. f
t x 0
.67
ft/27
cu.
ft/y
ard)
No
taxi
way
or
incr
ease
d ru
nway
14A
spha
lt P
avem
ent
ton
$95
0$0
5" c
oatin
g, c
alcu
late
at 2
x a
rea
for r
unw
ay c
onne
ctio
n, p
lus
2 x
taxi
way
are
a15
Gro
ovin
gsq
uare
yar
d$2
0$0
Use
d on
runw
ay a
nd ta
xiw
ay
Juneau FEISAppendix A: Planning Level Cost Estimates
A-3
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
2442
$488
,400
Est
imat
e 20
ft p
aved
acc
ess
road
at 2
,360
ft lo
ng; i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e an
d 2'
sel
ect b
orro
w17
Dik
e Tr
ail/E
VAR
A
cces
slin
ear f
oot
$120
2360
$283
,200
Est
imat
e 14
ft p
aved
sur
face
to s
uppo
rt em
erge
ncy
vehi
cles
at
2,36
0 lo
ng, i
nclu
des
3" a
spha
lt, 8
" D1
base
cou
rse,
and
2' s
elec
t bo
rrow
18E
rosi
on C
ontro
llu
mp
sum
$250
,000
1$2
50,0
00 M
aste
r Pla
n pl
us c
ontin
genc
y fo
r riv
er w
ork,
cof
fer d
am -
incr
ease
fo
r wor
k in
rive
r 19
Pow
er C
ondu
it an
d C
able
Inst
all
linea
r foo
t$3
014
61$4
3,83
0Li
near
dis
turb
ance
for R
SA
plu
s ta
xiw
ay u
sed
to c
alcu
late
leng
ths.
Av
erag
e un
it ra
te in
clud
ing
jack
eted
shi
elde
d ca
ble,
rigi
d st
eel
cond
uit,
and
HD
PE
con
duit
20R
emov
e Li
ghts
each
$500
0$0
Rem
oval
of e
xist
ing
taxi
way
and
runw
ay li
ghts
, if a
pplic
able
21
Inst
all L
ight
sea
ch$1
,000
0$0
taxi
way
ligh
ts a
nd s
hifte
d ru
nway
ligh
ts, i
f app
licab
le
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in R
SA
and
ad
ditio
n or
rem
oval
of n
ew s
uppo
rt de
pend
ing
on th
resh
old
shift
23
Taxi
way
Pai
ntin
glu
mp
sum
$35,
000
0$0
not a
pplic
able
, no
new
taxi
way
24
Run
way
Pai
ntin
glu
mp
sum
$50,
000
0$0
not a
pplic
able
, no
chan
ge in
thre
shol
ds
25S
igns
each
$5,0
000
$0N
o ne
w s
igns
or r
eloc
atio
n of
exi
stin
g si
gns
(ave
rage
cos
t) 26
2.4
Met
er C
hain
Li
nk F
ence
met
er$9
070
0$6
3,00
0E
stim
ate
for n
ew fe
nce
alon
g w
est r
unw
ay R
SA
end
, Airp
ort/R
efug
e B
ound
ary
27M
ende
nhal
l/H
ydro
logi
c C
ontro
l
squa
re fo
ot$2
011
6000
$2,3
20,0
00E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. 2
900'
leng
th o
f pile
at a
vera
ge 4
0' d
epth
Con
stru
ctio
n To
tal
$13,
218,
230
Ove
rhea
d @
3%
of C
onst
ruct
ion
$3
96,5
47D
esig
n @
10%
of C
onst
ruct
ion
$1
,321
,823
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$1
,982
,735
Tota
l Est
imat
e - C
onst
ruct
ion
Cos
t $1
6,91
9,33
428
Com
pens
ator
y M
itiga
tion
FCU
s$2
3855
01$2
,618
,666
assu
me
2:1
miti
gatio
n ra
tion
(i.e.
, 2 x
FC
Us
x $2
38)
Tota
l Cos
t$1
9,53
8,00
1
Tabl
e A
-1.1
. RSA
-1 C
onst
ruct
ion
Cos
t, co
ntin
ued
Item
N
o.Ite
mU
nit
Uni
tPr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-4
Tabl
e A
-1.2
. RSA
-5C
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obili
zatio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$729
36$2
0,55
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
and
from
acc
ess
road
re
mov
al
4C
lear
and
Gru
bac
re$1
,500
37$5
5,50
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
231
460
$377
,520
RS
A/L
ater
al R
SA
are
a cl
earin
g, ta
xiw
ay.
Ass
ume
0.5-
foot
dep
th
(39
acre
x 4
3560
ft2/
acre
x 1
/2 fo
ot d
epth
by
27 ft
3 pe
r yar
d )
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
249
5768
$5,9
49,2
16Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
umes
from
slo
ugh
chan
nel
7C
lass
III R
ipR
apcu
bic
yard
$35
9680
$338
,800
Rip
rap
from
off-
site
bor
row
sou
rce.
Use
d on
1:1
late
ral R
SA
toe
slop
e on
ly. 2
.0 A
cres
x 4
3,56
0/9
8To
p S
oil
cubi
c ya
rd$4
029
760
$1,1
90,4
00Fr
om o
ff-si
te p
erm
itted
bor
row
sou
rce.
Ass
ume
RS
A re
vege
tate
d.
Bas
ed o
n 6
" app
licat
ion
rate
. 5%
of t
otal
fill
9Se
edin
gac
re$4
,000
26$1
04,0
00Av
erag
e es
timat
e; s
ee D
EIS
for v
eg m
ix. N
on-la
tera
l RS
A o
nly
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
1333
3$7
9,99
8E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(600
x120
x5) =
360
000
ft3
(bas
ed o
n co
nnec
tion
to S
unny
Slo
ugh)
12
CM
P (s
torm
dr
aina
ge)
linea
r foo
t$6
00
$0In
corp
orat
ed in
WH
MP
alte
rnat
ive
cost
ing;
und
ergr
ound
dra
ins
or
conc
rete
ditc
hes
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
3711
1$1
,298
,885
Com
bine
d es
timat
e fro
m s
cree
ning
of f
loat
pla
ne p
ond
mat
eria
ls,
drai
nage
exc
avat
ions
and
off-
site
per
mitt
ed b
orro
w s
ourc
e.In
clud
es
new
taxi
way
(743
3 sq
yd
Txw
y A
, 291
6 sq
yd
conn
ectin
g tx
wy)
and
ru
nway
/RS
A (4
008
ft x
138
ft +
1157
ft x
500
ft +
304
ft x5
00ft
=
1213
500
sq. f
t x 0
.67
ft/27
cu.
ft/y
ard
14A
spha
lt P
avem
ent
ton
$95
6300
$598
,500
5" c
oatin
g. O
ne to
n co
ver a
ppro
xim
atel
y 26
ft s
q, (4
46 x
150
x 2
+
200
x 15
0) s
q ft
taxi
way
s an
d ru
nway
com
bine
d)
Juneau FEISAppendix A: Planning Level Cost Estimates
A-5
15G
roov
ing
squa
re y
ard
$218
200
$36,
400
Use
d on
runw
ay a
nd ta
xiw
ay.
446
x 15
0 x
2 +
200
x 15
0 =
163,
800/
916
Floa
t Pon
d A
cces
s R
oad
linea
r foo
t$1
4014
55$2
03,7
00E
stim
ate
20 ft
pav
ed a
cces
s ro
ad a
t 145
5 ft
long
, inc
lude
s 3"
as
phal
t, 8"
D1
base
cou
rse
and
2' s
elec
t bor
row
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2015
22$1
82,6
40E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es,
incl
udes
3" a
spha
lt, 8
" D1
base
cou
rse,
a nd
2' s
elec
t bor
row
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n es
timat
e pl
us in
flatio
n 19
Pow
er C
ondu
it an
d C
able
Inst
all
linea
r foo
t$3
021
07$6
3,21
0Li
near
dis
turb
ance
for R
SA
, run
way
, tax
iway
and
200
ft ta
xiw
ay
conn
ecto
r use
d to
cal
cula
te le
ngth
s. A
vera
ge u
nit r
ate
incl
udin
g ja
cket
ed s
hiel
ded
cabl
e, ri
gid
stee
l con
duit,
and
HD
PE
con
duit
20R
emov
e Li
ghts
each
$500
32$1
6,00
0R
emov
al o
f exi
stin
g ta
xiw
ay a
nd ru
nway
ligh
ts, i
f app
licab
le
21In
stal
l Lig
hts
each
$1,0
0048
$48,
000
taxi
way
ligh
ts a
nd s
hifte
d ru
nway
ligh
ts, i
f app
licab
le
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in R
SA
and
ad
ditio
n or
rem
oval
of n
ew s
uppo
rt de
pend
ing
on th
resh
old
shift
23
Taxi
way
Pai
ntin
glu
mp
sum
$35,
000
1$3
5,00
0N
ew p
aint
for t
axiw
ay d
irect
ion
and
mar
ker
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
01
$50,
000
New
pai
nt fo
r thr
esho
lds
if ap
plic
able
25
Sig
nsea
ch$5
,000
5$2
5,00
0N
ew s
igns
or r
eloc
atio
n of
exi
stin
g si
gns
(ave
rage
cos
t) 26
2.4
Met
er C
hain
Li
nk F
ence
met
er$9
045
0$4
0,50
0E
stim
ate
for n
ew fe
nce
alon
g w
est r
unw
ay R
SA
end
, Airp
ort/R
efug
e B
ound
ary
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
00
$0E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. N
ot n
eede
d fo
r 5C
C
onst
ruct
ion
Tota
l $1
1,49
0,75
7O
verh
ead
@ 3
% o
f Con
stru
ctio
n
$344
,723
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$1,1
49,0
76C
onst
ruct
ion
Adm
in/M
anag
emen
t @ 1
5% o
f Con
stru
ctio
n
$1,7
23,6
14To
tal E
stim
ate
- Con
stru
ctio
n C
ost
$14,
708,
169
28C
ompe
nsat
ory
Miti
gatio
nFC
Us
$238
5289
$2,5
17,6
12as
sum
e 2:
1 m
itiga
tion
ratio
n (i.
e., 2
x F
CU
s x
$238
)
Tota
l Cos
t$1
7,22
5,78
1
Tabl
e A
-1.2
. RSA
-5C
Con
stru
ctio
n C
ost,
cont
inue
dIte
m
No.
Item
Uni
tU
nit
Pric
eQ
uant
ityIte
m C
ost
Not
es
Juneau FEISAppendix: Planning Level Cost Estimates
A-6
Tabl
e A
-1.3
. RSA
-5D
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obili
zatio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$722
66$1
5,86
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
and
from
acc
ess
road
re
mov
al
4C
lear
and
Gru
bac
re$1
,500
36$5
4,00
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
229
040
$348
,480
RS
A/L
ater
al R
SA
are
a cl
earin
g, ta
xiw
ay.
Ass
ume
0.5-
foot
dep
th
(36
acre
x 4
3560
ft2/
acre
x 1
/2 fo
ot d
epth
by
27 ft
3 pe
r yar
d )
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
236
2593
$4,3
51,1
16Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
ume
avai
labl
e fro
m M
ende
nhal
l Riv
er w
est b
ank,
eas
t ru
nway
slo
ugh.
7C
lass
III R
ipR
apcu
bic
yard
$35
9680
$338
,800
Rip
rap
from
off-
site
bor
row
sou
rce.
Use
d on
1:1
late
ral R
SA
toe
slop
e on
ly. 2
.0 A
cres
x 4
3,56
0/9
8To
p S
oil
cubi
c ya
rd$4
025
584
$1,0
23,3
60Fr
om o
ff-si
te p
erm
itted
bor
row
sou
rce.
Ass
ume
RS
A re
vege
tate
d.
Bas
ed o
n 6
" app
licat
ion
rate
. 5%
of t
otal
fill
9Se
edin
gac
re$4
,000
21$8
4,00
0Av
erag
e es
timat
e; s
ee D
EIS
for v
eg m
ix. N
on-la
tera
l RS
A o
nly.
(36-
13.6
-1.8
=20.
6 ac
res)
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
7081
5$4
24,8
90E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(3
000x
120x
5)+(
2800
x40x
1)=1
9120
00 ft
3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s
Juneau FEISAppendix A: Planning Level Cost Estimates
A-7
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
3611
3$1
,263
,955
Com
bine
d es
timat
e fro
m s
cree
ning
of f
loat
pla
ne p
ond
mat
eria
ls,
drai
nage
exc
avat
ions
and
off-
site
per
mitt
ed b
orro
w s
ourc
e.In
clud
es
new
taxi
way
(6,
667
sq y
d Tx
wy
A, 2
,916
sq
yd c
onne
ctin
g tx
wy)
an
d ru
nway
/RS
A fo
r RS
A (3
942
ft x
138
ft +
1061
x 5
00 ft
=
1,01
3,50
0 sq
. ft x
0.6
7 ft/
27 c
u. ft
/yar
d)
14A
spha
lt P
avem
ent
ton
$95
5769
$548
,055
5" c
oatin
g. O
ne to
n co
ver a
ppro
xim
atel
y 26
ft s
q, (4
00 x
150
x 2
+
200
x 15
0) 1
50,0
00 s
q ft
taxi
way
s an
d ru
nway
com
bine
d)
15G
roov
ing
squa
re y
ard
$216
249
$32,
498
Use
d on
runw
ay a
nd ta
xiw
ay.
400
x 15
0 =
6000
0/9
= 66
67 s
q yd
ru
nway
, + 6
,667
+ 2
916
= 16
,249
sq
yd
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
1850
$370
,000
Est
imat
e 70
ft p
aved
acc
ess
road
at 1
850
ft lo
ng, i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e an
d 2'
sel
ect b
orro
w
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2018
85$2
26,2
00E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es a
t 1,
885
long
, inc
lude
s 3"
asp
halt,
8" D
1 ba
se c
ours
e, a
nd 2
' sel
ect
borr
ow
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n es
timat
e pl
us in
flatio
n
19P
ower
Con
duit
and
Cab
le In
stal
llin
ear f
oot
$30
1661
$49,
830
Line
ar d
istu
rban
ce fo
r RS
A p
lus
runw
ay a
nd ta
xiw
ay p
lus
200
foot
ta
xiw
ay c
onne
ctor
use
d to
cal
cula
te le
ngth
s. A
vera
ge u
nit r
ate
incl
udin
g ja
cket
ed s
hiel
ded
cabl
e, ri
gid
stee
l con
duit,
and
HD
PE
co
ndui
t
20R
emov
e Li
ghts
each
$500
26$1
3,00
0R
emov
al o
f exi
stin
g ta
xiw
ay a
nd ru
nway
ligh
ts, i
f app
licab
le
21In
stal
l Lig
hts
each
$1,0
0040
$40,
000
taxi
way
ligh
ts a
nd s
hifte
d ru
nway
ligh
ts, i
f app
licab
le
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in R
SA
and
ad
ditio
n or
rem
oval
of n
ew s
uppo
rt de
pend
ing
on th
resh
old
shift
23Ta
xiw
ay P
aint
ing
lum
p su
m$3
5,00
01
$35,
000
New
pai
nt fo
r tax
iway
dire
ctio
n an
d m
arke
r
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
01
$50,
000
New
pai
nt fo
r thr
esho
lds
if ap
plic
able
25S
igns
each
$5,0
004
$20,
000
New
sig
ns o
r rel
ocat
ion
of e
xist
ing
sign
s (a
vera
ge c
ost)
Tabl
e A
-1.3
. RSA
-5D
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-8
262.
4 M
eter
Cha
in
Link
Fen
cem
eter
$90
482
$43,
380
Est
imat
e fo
r new
fenc
e al
ong
wes
t run
way
RS
A e
nd, A
irpor
t/Ref
uge
Bou
ndar
y
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
054
000
$1,0
80,0
00E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. 3
00 le
ngth
of p
ile a
t ave
rage
40'
dep
th
28M
ende
nhal
l C
hann
el W
est
Ban
k
cubi
c ya
rd$1
538
887
$583
,305
Rem
oval
of p
ortio
n w
est b
ank
Men
denh
all f
or c
hann
el c
ontro
l, ge
omor
phol
ogic
con
sist
ency
Con
stru
ctio
n To
tal
$11,
772,
667
Ove
rhea
d @
3%
of C
onst
ruct
ion
$3
53,1
80
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$1,1
77,2
67
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$1
,765
,900
Tota
l Est
imat
e - C
onst
ruct
ion
Cos
t $1
5,06
9,01
4
29C
ompe
nsat
ory
Miti
gatio
nFC
Us
$238
5582
$2,6
57,2
22A
ssum
e 2:
1 m
itiga
tion
ratio
n (i.
e., 2
x F
CU
s x
$238
)
Tota
l Cos
t$1
7,72
6,23
6
Tabl
e A
-1.3
. RSA
-5D
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix A: Planning Level Cost Estimates
A-9
Tabl
e A
-1.4
. RSA
-5E
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obili
zatio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$729
36$2
0,55
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
and
from
acc
ess
road
re
mov
al
4C
lear
and
Gru
bac
re$1
,500
35$5
2,50
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
228
233
$338
,796
RS
A/L
ater
al R
SA
are
a cl
earin
g, ta
xiw
ay.
Ass
ume
0.5-
foot
dep
th
(35
acre
x 4
3560
ft2/
acre
x 1
/2 fo
ot d
epth
by
27 ft
3 pe
r yar
d )
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
236
8901
$4,4
26,8
12Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
umes
from
slo
ugh
chan
nel (
4340
02 x
0.8
5)
7C
lass
III R
ipR
apcu
bic
yard
$35
1210
0$4
23,5
00R
ipra
p fro
m o
ff-si
te b
orro
w s
ourc
e. U
sed
on 1
:1 la
tera
l RS
A to
e sl
ope
only.
2.5
Acr
es x
43,
560/
9
8To
p S
oil
cubi
c ya
rd$4
021
700
$868
,000
From
off-
site
per
mitt
ed b
orro
w s
ourc
e. A
ssum
e R
SA
reve
geta
ted.
B
ased
on
6" a
pplic
atio
n ra
te. 5
% o
f tot
al fi
ll
9Se
edin
gac
re$4
,000
21$8
4,00
0Av
erag
e es
timat
e; s
ee D
EIS
for v
eg m
ix. N
on-la
tera
l RS
A o
nly
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
7970
4$4
78,2
24E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(3
400x
120x
5)+(
2800
x40x
1)=2
1520
00 ft
3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s
Juneau FEISAppendix: Planning Level Cost Estimates
A-10
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
3865
7$1
,352
,995
Com
bine
d es
timat
e fro
m s
cree
ning
of f
loat
pla
ne p
ond
mat
eria
ls,
drai
nage
exc
avat
ions
and
off-
site
per
mitt
ed b
orro
w s
ourc
e.In
clud
es
new
taxi
way
(866
7 sq
yd
Txw
y A
, 291
6 sq
yd
conn
ectin
g tx
wy)
and
ru
nway
/RS
A (4
062
ft x
138
ft +
831
ft x
500
ft +
230f
t x50
0ft
= 10
9105
6 sq
. ft x
0.6
7 ft/
27 c
u. ft
/yar
d
14A
spha
lt P
avem
ent
ton
$95
7154
$679
,630
5" c
oatin
g. O
ne to
n co
ver a
ppro
xim
atel
y 26
ft s
q, (5
20 x
150
x 2
+
200
x 15
0) s
q ft
taxi
way
s an
d ru
nway
com
bine
d)
15G
roov
ing
squa
re y
ard
$220
667
$41,
334
Use
d on
runw
ay a
nd ta
xiw
ay.
520
x 15
0 x
2 +
200
x 15
0 =
186,
000/
9
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
1580
$316
,000
Est
imat
e 70
ft p
aved
acc
ess
road
at 1
580
ft lo
ng, i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e an
d 2'
sel
ect b
orro
w
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2017
00$2
04,0
00E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es,
incl
udes
3" a
spha
lt, 8
" D1
base
cou
rse,
a nd
2' s
elec
t bor
row
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n es
timat
e pl
us in
flatio
n
19P
ower
Con
duit
and
Cab
le In
stal
llin
ear f
oot
$30
1781
$53,
430
Line
ar d
istu
rban
ce fo
r RS
A, r
unw
ay, t
axiw
ay a
nd 2
00 ft
taxi
way
co
nnec
tor u
sed
to c
alcu
late
leng
ths.
Ave
rage
uni
t rat
e in
clud
ing
jack
eted
shi
elde
d ca
ble,
rigi
d st
eel c
ondu
it, a
nd H
DP
E c
ondu
it
20R
emov
e Li
ghts
each
$500
32$1
6,00
0R
emov
al o
f exi
stin
g ta
xiw
ay a
nd ru
nway
ligh
ts, i
f app
licab
le
21In
stal
l Lig
hts
each
$1,0
0048
$48,
000
taxi
way
ligh
ts a
nd s
hifte
d ru
nway
ligh
ts, i
f app
licab
le
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in R
SA
and
ad
ditio
n or
rem
oval
of n
ew s
uppo
rt de
pend
ing
on th
resh
old
shift
23Ta
xiw
ay P
aint
ing
lum
p su
m$3
5,00
01
$35,
000
New
pai
nt fo
r tax
iway
dire
ctio
n an
d m
arke
r
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
01
$50,
000
New
pai
nt fo
r thr
esho
lds
if ap
plic
able
25S
igns
each
$5,0
005
$25,
000
New
sig
ns o
r rel
ocat
ion
of e
xist
ing
sign
s (a
vera
ge c
ost)
262.
4 M
eter
Cha
in
Link
Fen
cem
eter
$90
468
$42,
120
Est
imat
e fo
r new
fenc
e al
ong
wes
t run
way
RS
A e
nd, A
irpor
t/Ref
uge
Bou
ndar
y
Tabl
e A
-1.4
. RSA
-5E
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix A: Planning Level Cost Estimates
A-11
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
00
$0E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. N
ot n
eede
d fo
r 5E
Con
stru
ctio
n To
tal
$10,
332,
829
Ove
rhea
d @
3%
of C
onst
ruct
ion
$3
09,9
85
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$1,0
33,2
83
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$1
,549
,924
Tot
al E
stim
ate
- Con
stru
ctio
n C
ost
$13,
226,
021
28C
ompe
nsat
ory
Miti
gatio
nFC
Us
$238
4673
$2,2
24,5
38as
sum
e 2:
1 m
itiga
tion
ratio
n (i.
e., 2
x F
CU
s x
$238
)
Tota
l Cos
t$1
5,45
0,56
0
Tabl
e A
-1.4
. RSA
-5E
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-12
Tabl
e A
-1.5
. RSA
-6A
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obili
zatio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$722
36$1
5,65
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
, inc
ludi
ng re
mov
al o
f ex
istin
g w
est r
unw
ay e
nd R
SA
and
acc
ess
road
4C
lear
and
Gru
bac
re$1
,500
25$3
7,95
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
220
408
$244
,896
RS
A/L
ater
al R
SA
are
a cl
earin
g. A
ssum
e 0.
5-fo
ot d
epth
(25
acre
x
4356
0 ft2
/acr
e x
1/2
foot
dep
th b
y 27
ft3
per y
ard
)
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
225
6020
$3,0
72,2
40Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
umes
from
eas
t slo
ugh
chan
nel
7C
lass
III R
ipR
apcu
bic
yard
$35
5808
$203
,280
Rip
rap
from
off-
site
bor
row
sou
rce.
Use
d on
1:1
late
ral R
SA
toe
slop
e on
ly. 1
.2 A
cres
x 4
3,56
0/9
8To
p S
oil
cubi
c ya
rd$4
090
36$3
61,4
40Fr
om o
ff-si
te p
erm
itted
bor
row
sou
rce.
Ass
ume
non-
EM
AS
RS
A (2
3 ac
res)
reve
geta
ted.
Bas
ed o
n 6
" app
licat
ion
rate
. 3%
of t
otal
fill
9Se
edin
gac
re$4
,000
10.5
$42,
000
Aver
age
estim
ate;
see
DE
IS fo
r veg
mix
. Non
-late
ral a
nd n
on-
EM
AS
RS
A o
nly.
(25.
3-12
.2-2
.6=1
0.5
acre
s
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
2979
6$1
78,7
76E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(138
5x10
0x5)
+(28
00x4
0)=
8045
00 ft
3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s
Juneau FEISAppendix A: Planning Level Cost Estimates
A-13
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
2257
9$7
90,2
65E
MA
S a
nd R
SA
sub
grad
e. E
MA
S 2
x (3
37ft
x170
ft) +
.RS
A =
138
x
3535
+ 9
50(5
00-1
70) =
911
080
sq. f
t x 0
.67
ft/27
cu.
ft/y
ard
No
new
ta
xiw
ay p
avem
ent.
14A
spha
lt P
avem
ent
ton
$95
1084
$102
,980
5" c
oatin
g. O
ne to
n co
ver a
ppro
xim
atel
y 26
ft s
q, c
alcu
late
Lim
ited
new
runw
ay a
bout
188
ft x
150
= 2
8199
sq.
ft. N
o ne
w ta
xiw
ay
15G
roov
ing
squa
re y
ard
$231
33$6
,266
Use
d on
runw
ay.
188
x 15
0/9
= 31
33 s
q yd
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
1290
$258
,000
Est
imat
e 20
ft p
aved
acc
ess
road
at 1
290
ft lo
ng, i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e am
d 2'
sel
ect b
orro
w
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2012
97$1
55,6
40E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es a
t 1,
297
long
, inc
lude
s 3"
asp
halt,
8" D
1 ba
se c
ours
e, a
nd 2
' sel
ect
borr
ow
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n es
timat
e pl
us in
flatio
n
19P
ower
Con
duit
and
Cab
le In
stal
llin
ear f
oot
$30
435
$13,
050
Line
ar d
istu
rban
ce fo
r RS
A a
nd ru
nway
(no
new
taxi
way
) use
d to
ca
lcul
ate
leng
ths.
Ave
rage
uni
t rat
e in
clud
ing
jack
eted
shi
elde
d ca
ble,
rigi
d st
eel c
ondu
it, a
nd H
DP
E c
ondu
it
20R
emov
e Li
ghts
each
$500
12$6
,000
Rem
oval
of e
xist
ing
taxi
way
and
runw
ay li
ghts
, if a
pplic
able
21In
stal
l Lig
hts
each
$1,0
0012
$12,
000
Shi
fted
runw
ay li
ghts
, if a
pplic
able
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in E
MA
S a
nd
addi
tion
or re
mov
al o
f new
sup
port
depe
ndin
g on
thre
shol
d sh
ift
23Ta
xiw
ay P
aint
ing
lum
p su
m$3
5,00
00
$0N
ew p
aint
for t
axiw
ay d
irect
ion
and
mar
ker
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
01
$50,
000
New
pai
nt fo
r thr
esho
lds
25S
igns
each
$5,0
001
$5,0
00N
ew s
igns
or r
eloc
atio
n of
exi
stin
g si
gns
(ave
rage
cos
t)
262.
4 M
eter
Cha
in
Link
Fen
cem
eter
$90
380
$34,
200
Est
imat
e fo
r new
fenc
e al
ong
wes
t run
way
RS
A e
nd, A
irpor
t/Ref
uge
Bou
ndar
y
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
00
$0E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. N
ot n
eede
d fo
r 6A
.
Tabl
e A
-1.5
. RSA
-6A
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-14
28E
MA
S M
ater
ials
an
d In
stal
lsq
uare
foot
$102
1145
80$1
1,68
7,16
0B
ased
on
EM
AS
dim
ensi
ons
for t
wo
runw
ay e
nds.
Inc
lude
s m
ater
ials
at $
60/s
q ft,
shi
ppin
g at
$20
/sq
ft, o
ther
mat
eria
ls a
nd
inst
alla
tion
at $
12/s
q ft,
and
fees
at $
10/s
q ft.
No
site
pre
para
tion
char
ges
sinc
e fil
l, su
b-ba
se, e
xcav
atio
n an
d ot
her c
harg
es in
clud
ed
in it
ems
1-6,
13.
29E
MA
S C
hevr
on
Pai
ntlu
mp
sum
$10,
000
1$1
0,00
0
Con
stru
ctio
n To
tal
$18,
063,
731
Ove
rhea
d @
3%
of C
onst
ruct
ion
$5
41,9
12N
ot a
pplie
d to
EM
AS
uni
t rat
e; a
lread
y in
corp
orat
es o
verh
ead,
etc
.
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$1,8
06,3
73N
ot a
pplie
d to
EM
AS
uni
t rat
e; a
lread
y in
corp
orat
es o
verh
ead,
etc
.
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$2
,709
,560
Not
app
lied
to E
MA
S u
nit r
ate;
alre
ady
inco
rpor
ates
ove
rhea
d, e
tc.
Tota
l Est
imat
e - C
onst
ruct
ion
Cos
t $2
3,12
1,57
6
30C
ompe
nsat
ory
Miti
gatio
nFC
Us
$238
3334
$1,5
86,7
94as
sum
e 2:
1 m
itiga
tion
ratio
n (i.
e., 2
x F
CU
s x
$238
)
Tota
l Cos
t$2
4,70
8,36
9
Tabl
e A
-1.5
. RSA
-6A
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix A: Planning Level Cost Estimates
A-15
Tabl
e A
-1.6
. RSA
-6B
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obiliz
atio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3P
avem
ent
Rem
oval
squa
re y
ard
$722
36$1
5,65
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
, inc
ludi
ng re
mov
al o
f ex
istin
g ea
st ru
nway
end
RS
A a
nd a
cces
s ro
ad
4C
lear
and
Gru
bac
re$1
,500
27$4
0,50
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
221
780
$261
,360
RS
A/L
ater
al R
SA
are
a cl
earin
g. A
ssum
e 0.
5-fo
ot d
epth
(27
acre
x
4356
0 ft2
/acr
e x
1/2
foot
dep
th b
y 27
ft3
per y
ard
)
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
226
8757
$3,2
25,0
84Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
ume
avai
labl
e fro
m M
ende
nhal
l Riv
er w
est b
ank,
eas
t ru
nway
slo
ugh.
7C
lass
III R
ipR
apcu
bic
yard
$35
5808
$203
,280
Rip
rap
from
off-
site
bor
row
sou
rce.
Use
d on
1:1
late
ral R
SA
toe
slop
e on
ly. 1
.2 A
cres
x 4
3,56
0/9
8To
p S
oil
cubi
c ya
rd$4
094
85$3
79,4
00Fr
om o
ff-si
te p
erm
itted
bor
row
sou
rce.
Ass
ume
non-
EM
AS
RS
A (2
4 ac
res)
reve
geta
ted.
Bas
ed o
n 6
" app
licat
ion
rate
. 3%
of t
otal
fill
9S
eedi
ngac
re$4
,000
13$5
2,00
0Av
erag
e es
timat
e; s
ee D
EIS
for v
eg m
ix. N
on-la
tera
l and
non
-E
MA
S R
SA
onl
y. (2
7.2-
11.6
-2.6
=13
acre
s)
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
2979
6$1
78,7
76E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(138
5x10
0x5)
+(28
00x4
0)=
8045
00 ft
3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s
Juneau FEISAppendix: Planning Level Cost Estimates
A-16
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
2259
6$7
90,8
60E
MA
S a
nd R
SA
sub
grad
e. E
MA
S 2
x (3
37ft
x170
ft) +
RS
A =
138
x
3560
+ 6
00 x
(500
-170
) + 3
50 (
500-
170)
= 9
1108
0 sq
. ft x
0.6
7 ft/
27 c
u. ft
/yar
d N
o ne
w ta
xiw
ay p
avem
ent.
14A
spha
lt P
avem
ent
ton
$95
1084
$102
,980
5" c
oatin
g. O
ne to
n co
ver a
ppro
xim
atel
y 26
ft s
q, c
alcu
late
Lim
ited
new
runw
ay a
bout
188
ft x
150
= 2
8199
sq.
ft. N
o ne
w ta
xiw
ay
15G
roov
ing
squa
re y
ard
$231
33$6
,266
Use
d on
runw
ay.
188
x 15
0/9
= 31
33 s
q yd
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
1850
$370
,000
Est
imat
e 70
ft p
aved
acc
ess
road
at 1
850
ft lo
ng, i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e an
d 2'
sel
ect b
orro
w
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2018
85$2
26,2
00E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es a
t 1,
885
long
, inc
lude
s 3"
asp
halt,
8" D
1 ba
se c
ours
e, a
nd 2
' sel
ect
borr
ow
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n es
timat
e pl
us in
flatio
n.
19P
ower
Con
duit
and
Cab
le In
stal
llin
ear f
oot
$30
485
$14,
550
Line
ar d
istu
rban
ce fo
r RS
A a
nd ru
nway
(no
new
taxi
way
) use
d to
ca
lcul
ate
leng
ths.
Ave
rage
uni
t rat
e in
clud
ing
jack
eted
shi
elde
d ca
ble,
rigi
d st
eel c
ondu
it, a
nd H
DP
E c
ondu
it
20R
emov
e Li
ghts
each
$500
12$6
,000
Rem
oval
of e
xist
ing
taxi
way
and
runw
ay li
ghts
, if a
pplic
able
21In
stal
l Lig
hts
each
$1,0
0012
$12,
000
taxi
way
ligh
ts a
nd s
hifte
d ru
nway
ligh
ts, i
f app
licab
le
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in E
MA
S a
nd
addi
tion
or re
mov
al o
f new
sup
port
depe
ndin
g on
thre
shol
d sh
ift
23Ta
xiw
ay P
aint
ing
lum
p su
m$3
5,00
00
$0N
ew p
aint
for t
axiw
ay d
irect
ion
and
mar
ker
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
01
$50,
000
New
pai
nt fo
r thr
esho
lds
25S
igns
each
$5,0
001
$5,0
00N
ew s
igns
or r
eloc
atio
n of
exi
stin
g si
gns
(ave
rage
cos
t)
262.
4 M
eter
Cha
in
Link
Fen
cem
eter
$90
482
$43,
380
Est
imat
e fo
r new
fenc
e al
ong
wes
t run
way
RS
A e
nd, A
irpor
t/Ref
uge
Bou
ndar
y
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
054
000
$1,0
80,0
00E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. 1
350
leng
th o
f pile
at a
vera
ge 4
0' d
epth
Tabl
e A
-1.6
. RSA
-6B
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix A: Planning Level Cost Estimates
A-17
28E
MA
S M
ater
ials
an
d In
stal
lsq
uare
foot
$102
1145
80$1
1,68
7,16
0B
ased
on
EM
AS
dim
ensi
ons
for t
wo
runw
ay e
nds.
Inc
lude
s m
ater
ials
at $
60/s
q ft,
shi
ppin
g at
$20
/sq
ft, o
ther
mat
eria
ls a
nd
inst
alla
tion
at $
12/s
q ft,
and
fees
at $
10/s
q ft.
No
site
pre
para
tion
char
ges
sinc
e fil
l, su
b-ba
se, e
xcav
atio
n an
d ot
her c
harg
es in
clud
ed
in it
ems
1-6,
13.
29E
MA
S C
hevr
on
Pai
ntlu
mp
sum
$10,
000
1$1
0,00
0
30M
ende
nhal
l C
hann
el W
est
Ban
k
cubi
c ya
rd$1
538
887
$583
,305
Rem
oval
of p
ortio
n w
est b
ank
Men
denh
all f
or c
hann
el c
ontro
l, ge
omor
phol
ogic
con
sist
ency
Con
stru
ctio
n To
tal
$20,
120,
689
Ove
rhea
d @
3%
of C
onst
ruct
ion
$6
03,6
21
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$2,0
12,0
69
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$3
,018
,103
Tota
l Est
imat
e - C
onst
ruct
ion
Cos
t $2
5,75
4,48
2
31C
ompe
nsat
ory
Miti
gatio
nFC
U$2
3839
90$1
,899
,288
assu
me
2:1
miti
gatio
n ra
tion
(i.e.
, 2 x
FC
Us
x $2
38)
Tota
l Cos
t$2
7,65
3,77
0
Tabl
e A
-1.6
. RSA
-6B
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-18
Tabl
e A
-1.7
. RSA
-6C
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obili
zatio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$722
36$1
5,65
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
and
from
acc
ess
road
re
mov
al
4C
lear
and
Gru
bac
re$1
,500
33$4
9,50
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
226
620
$319
,440
RS
A/L
ater
al R
SA
are
a cl
earin
g, ta
xiw
ays.
Ass
ume
0.5-
foot
dep
th
(33
acre
x 4
3560
ft2/
acre
x 1
/2 fo
ot d
epth
by
27 ft
3 pe
r yar
d )
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
234
4412
$4,1
32,9
44Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
ume
avai
labl
e fro
m M
ende
nhal
l Riv
er w
est b
ank,
eas
t ru
nway
slo
ugh.
7C
lass
III R
ipR
apcu
bic
yard
$35
5808
$203
,280
Rip
rap
from
off-
site
bor
row
sou
rce.
Use
d on
1:1
late
ral R
SA
toe
slop
e on
ly. 1
.2 A
cres
x 4
3,56
0/9
8To
p S
oil
cubi
c ya
rd$4
019
611
$784
,440
From
off-
site
per
mitt
ed b
orro
w s
ourc
e. A
ssum
e no
n-E
MA
S R
SA
(3
1.5a
cres
) rev
eget
ated
. Bas
ed o
n 6
" app
licat
ion
rate
. 4%
of t
otal
fil
l
9Se
edin
gac
re$4
,000
20$8
0,00
0Av
erag
e es
timat
e; s
ee D
EIS
for v
eg m
ix. N
on-la
tera
l and
non
-E
MA
S R
SA
onl
y. (3
3.7-
12.2
-1.5
=20.
0 ac
res
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
7081
5$4
24,8
90E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(3
000x
120x
5)+(
2800
x40x
1)=1
9120
00 ft
3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s
Juneau FEISAppendix A: Planning Level Cost Estimates
A-19
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
2514
3$8
80,0
05E
MA
S a
nd R
SA
sub
grad
e. 1
38 x
353
5 +
350
x 50
0 +
711
x 50
0 =
1,01
8,33
0 sq
. ft x
0.6
7 ft/
27 c
u. ft
/yar
d N
o ne
w ta
xiw
ay o
r run
way
pa
vem
ent.
14A
spha
lt P
avem
ent
ton
$95
0$0
5" c
oatin
g. O
ne to
n co
ver a
ppro
xim
atel
y 26
ft s
q,N
o ne
w ta
xiw
ay o
r ru
nway
15G
roov
ing
squa
re y
ard
$20
$0U
sed
on ru
nway
and
taxi
way
. N
o gr
oovi
ng re
quire
d, n
o ne
w
taxi
way
or r
unw
ay.
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
1850
$370
,000
Est
imat
e 70
ft p
aved
acc
ess
road
at 1
850
ft lo
ng, i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e an
d 2'
sel
ect b
orro
w
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2018
85$2
26,2
00E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es a
t 1,
885
long
, inc
lude
s 3"
asp
halt,
8" D
1 ba
se c
ours
e, a
nd 2
' sel
ect
borr
ow
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n es
timat
e pl
us in
flatio
n
19P
ower
Con
duit
and
Cab
le In
stal
llin
ear f
oot
$30
1061
$31,
830
Line
ar d
istu
rban
ce fo
r RS
A (n
o ne
w ta
xiw
ay) u
sed
to c
alcu
late
le
ngth
s. A
vera
ge u
nit r
ate
incl
udin
g ja
cket
ed s
hiel
ded
cabl
e, ri
gid
stee
l con
duit,
and
HD
PE
con
duit
20R
emov
e Li
ghts
each
$500
0$0
Rem
oval
of e
xist
ing
taxi
way
and
runw
ay li
ghts
, if a
pplic
able
21In
stal
l Lig
hts
each
$1,0
000
$0ta
xiw
ay li
ghts
and
shi
fted
runw
ay li
ghts
, if a
pplic
able
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in R
SA
and
E
MA
S a
nd a
dditi
on o
r rem
oval
of n
ew s
uppo
rt de
pend
ing
on
thre
shol
d sh
ift
23Ta
xiw
ay P
aint
ing
lum
p su
m$3
5,00
00
$0N
ew p
aint
for t
axiw
ay d
irect
ion
and
mar
ker
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
00
$0N
ew p
aint
for t
hres
hold
s if
appl
icab
le
25S
igns
each
$5,0
000
$0N
ew s
igns
or r
eloc
atio
n of
exi
stin
g si
gns
(ave
rage
cos
t)
262.
4 M
eter
Cha
in
Link
Fen
cem
eter
$90
482
$43,
380
Est
imat
e fo
r new
fenc
e al
ong
wes
t run
way
RS
A e
nd, A
irpor
t/Ref
uge
Bou
ndar
y
Tabl
e A
-1.7
. RSA
-6C
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-20
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
054
000
$1,0
80,0
00E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. 3
00 le
ngth
of p
ile a
t ave
rage
40'
dep
th
28E
MA
S M
ater
ials
an
d In
stal
lsq
uare
foot
$102
5729
0$5
,843
,580
Bas
ed o
n E
MA
S d
imen
sion
s fo
r one
runw
ay e
nd.
Incl
udes
m
ater
ials
at $
60/s
q ft,
shi
ppin
g at
$20
/sq
ft, o
ther
mat
eria
ls a
nd
inst
alla
tion
at $
12/s
q ft,
and
fees
at $
10/s
q ft.
No
site
pre
para
tion
char
ges
sinc
e fil
l, su
b-ba
se, e
xcav
atio
n an
d ot
her c
harg
es in
clud
ed
in it
ems
1-6,
13.
29E
MA
S C
hevr
on
Pai
ntlu
mp
sum
$5,0
001
$5,0
00
30M
ende
nhal
l C
hann
el W
est
Ban
k
cubi
c ya
rd$1
538
887
$583
,305
Rem
oval
of p
ortio
n w
est b
ank
Men
denh
all f
or c
hann
el c
ontro
l, ge
omor
phol
ogic
con
sist
ency
Con
stru
ctio
n To
tal
$15,
850,
382
Ove
rhea
d @
3%
of C
onst
ruct
ion
$4
75,5
11
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$1,5
85,0
38
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$2
,377
,557
Tota
l Est
imat
e - C
onst
ruct
ion
Cos
t $2
0,28
8,48
9
31C
ompe
nsat
ory
Miti
gatio
nFC
Us
$238
4937
$2,3
49,8
69as
sum
e 2:
1 m
itiga
tion
ratio
n (i.
e., 2
x F
CU
s x
$238
)
Tota
l Cos
t$2
2,63
8,35
8
Tabl
e A
-1.7
. RSA
-6C
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix A: Planning Level Cost Estimates
A-21
Tabl
e A
-1.8
. RSA
-6D
Con
stru
ctio
n C
ost
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
1M
obili
zatio
n/D
emob
iliza
tion
lum
p su
m$1
80,0
001
$180
,000
2C
onst
ruct
ion
Sur
veys
lum
p su
m$3
2,00
01
$32,
000
3Pa
vem
ent
Rem
oval
squa
re y
ard
$722
36$1
5,65
2M
inor
pav
emen
t rem
oval
at b
uild
out a
reas
and
from
acc
ess
road
re
mov
al
4C
lear
and
Gru
bac
re$1
,500
29$4
3,50
0R
SA
/Lat
eral
RS
A a
rea
clea
ring
5U
ncla
ssifi
ed
Exc
avat
ion
and
Gra
ding
cubi
c ya
rd$1
223
393
$280
,716
RS
A/L
ater
al R
SA
are
a cl
earin
g. A
ssum
e 0.
5-fo
ot d
epth
(29
acre
x
4356
0 ft2
/acr
e x
1/2
foot
dep
th b
y 27
ft3
per y
ard
)
6Fi
ll/S
ub-B
ase
cubi
c ya
rd$1
229
4765
$3,5
37,1
80Fi
ll fro
m fl
oat p
lane
pon
d; s
ub b
ase
repr
esen
ts ~
85%
of t
otal
fill
less
cu
t vol
ume
avai
labl
e fro
m M
ende
nhal
l Riv
er w
est b
ank,
eas
t ru
nway
slo
ugh.
7C
lass
III R
ipR
apcu
bic
yard
$35
7260
$254
,100
Rip
rap
from
off-
site
bor
row
sou
rce.
Use
d on
1:1
late
ral R
SA
toe
slop
e on
ly. 1
.5 A
cres
x 4
3,56
0/9
8To
p S
oil
cubi
c ya
rd$4
020
092
$803
,680
From
off-
site
per
mitt
ed b
orro
w s
ourc
e. A
ssum
e R
SA
reve
geta
ted.
B
ased
on
6" a
pplic
atio
n ra
te. 5
% o
f tot
al fi
ll
9Se
edin
gac
re$4
,000
17$6
8,00
0Av
erag
e es
timat
e; s
ee D
EIS
for v
eg m
ix. N
on-la
tera
l RS
A o
nly
10Jo
rdan
Cre
ek
Cul
vert
segm
ent
$2,5
7213
8$3
54,9
36B
ased
on
prop
osed
act
ion
desc
riptio
n of
arc
h cu
lver
t con
nect
ions
on
nor
th a
nd s
outh
sid
e of
runw
ay to
exi
stin
g C
MP.
Est
imat
ed a
bout
13
8 fe
et o
f 12
x 10
ft s
pans
, uni
t rat
e in
clud
es s
pans
, fill
, cul
verts
, an
d fis
h ro
ck
11E
ast R
unw
ay
Slo
ugh
cubi
c ya
rd$6
2979
6$1
78,7
76E
stim
ated
Vol
ume
of c
hann
el in
ft3:
(138
5x10
0x5)
+(28
00x4
0)=
8045
00 ft
3
12C
MP
(sto
rm
drai
nage
)lin
ear f
oot
$60
0$0
Inco
rpor
ated
in W
HM
P a
ltern
ativ
e co
stin
g; u
nder
grou
nd d
rain
s or
co
ncre
te d
itche
s
Juneau FEISAppendix: Planning Level Cost Estimates
A-22
138"
D1
Bas
e C
ours
ecu
bic
yard
$35
2020
5$7
07,1
75C
ombi
ned
estim
ate,
from
scr
eene
d flo
at p
lane
pon
d m
ater
ial,
drai
nage
exc
avat
ions
and
off-
site
per
mitt
ed b
orro
w s
ourc
e. In
clud
es
near
sur
face
laye
r for
RS
A (
3535
ft x
138
ft +
661
ft x
500
ft )
= 81
8,33
0 sq
. ft x
0.6
7 ft/
27 c
u. ft
/yar
d
14A
spha
lt P
avem
ent
ton
$95
2659
$252
,605
5" c
oatin
g, c
alcu
late
for a
dditi
onal
full-
stre
ngth
runw
ay, 4
61 x
150
=
69,1
50 s
q ft/
26 s
q ft/
ton
15G
roov
ing
squa
re y
ard
$276
83$1
5,36
6U
sed
on ru
nway
, gro
ovin
g fo
r inc
reas
ed d
epar
ture
dis
tanc
es
16Fl
oat P
ond
Acc
ess
Roa
dlin
ear f
oot
$200
1850
$370
,000
Est
imat
e 70
ft p
aved
acc
ess
road
at 1
850
ft lo
ng, i
nclu
des
3"
asph
alt,
8" D
1 ba
se c
ours
e an
d 2'
sel
ect b
orro
w
17D
ike
Trai
l/EVA
R
Acc
ess
linea
r foo
t$1
2018
85$2
26,2
00E
stim
ate
14 ft
pav
ed s
urfa
ce to
sup
port
emer
genc
y ve
hicl
es a
t 1,
885
long
, inc
lude
s 3"
asp
halt,
8" D
1 ba
se c
ours
e, a
nd 2
' sel
ect
borr
ow
18E
rosi
on C
ontro
llu
mp
sum
$135
,000
1$1
35,0
00M
aste
r Pla
n pl
us c
ontin
genc
y fo
r riv
er w
ork,
cof
fer d
am -
incr
ease
fo
r wor
k in
rive
r
19P
ower
Con
duit
and
Cab
le In
stal
llin
ear f
oot
$30
661
$19,
830
Line
ar d
istu
rban
ce fo
r RS
A u
sed
to c
alcu
late
leng
ths.
Ave
rage
uni
t ra
te in
clud
ing
jack
eted
shi
elde
d ca
ble,
rigi
d st
eel c
ondu
it, a
nd
HD
PE
con
duit
20R
emov
e Li
ghts
each
$500
0$0
Rem
oval
of e
xist
ing
taxi
way
and
runw
ay li
ghts
, if a
pplic
able
21In
stal
l Lig
hts
each
$1,0
000
$0ta
xiw
ay li
ghts
and
shi
fted
runw
ay li
ghts
, if a
pplic
able
22R
unw
ay 0
8 M
ALS
R L
ight
slu
mp
sum
$75,
000
1$7
5,00
0R
epla
cem
ent o
f lig
ht s
tand
s w
ith fr
angi
ble
supp
orts
in R
SA
and
ad
ditio
n or
rem
oval
of n
ew s
uppo
rt de
pend
ing
on th
resh
old
shift
23Ta
xiw
ay P
aint
ing
lum
p su
m$3
5,00
00
$0no
t app
licab
le, n
o ne
w ta
xiw
ay
24R
unw
ay P
aint
ing
lum
p su
m$5
0,00
01
$50,
000
New
pai
nt fo
r thr
esho
lds
if ap
plic
able
25S
igns
each
$5,0
000
$0N
ew s
igns
or r
eloc
atio
n of
exi
stin
g si
gns
(ave
rage
cos
t)
262.
4 M
eter
Cha
in
Link
Fen
cem
eter
$90
482
$43,
380
Est
imat
e fo
r new
fenc
e al
ong
wes
t run
way
RS
A e
nd, A
irpor
t/Ref
uge
Bou
ndar
y
Tabl
e A
-1.8
. RSA
-6D
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix A: Planning Level Cost Estimates
A-23
27M
ende
nhal
l Eas
t B
ank
squa
re fo
ot$2
054
000
$1,0
80,0
00E
stim
ate
base
d on
use
of s
heet
pili
ng to
tem
pora
rily
dive
rt w
ater
fro
m c
onst
ruct
ion
zone
s. 3
00 le
ngth
of p
ile a
t ave
rage
40'
dep
th
28M
ende
nhal
l C
hann
el W
est
Ban
k
cubi
c ya
rd$1
538
887
$583
,305
Rem
oval
of p
ortio
n w
est b
ank
Men
denh
all f
or c
hann
el c
ontro
l, ge
omor
phol
ogic
con
sist
ency
Con
stru
ctio
n To
tal
$9,3
06,4
01
Ove
rhea
d @
3%
of C
onst
ruct
ion
$2
79,1
92
Des
ign
@ 1
0% o
f Con
stru
ctio
n
$930
,640
Con
stru
ctio
n A
dmin
/Man
agem
ent @
15%
of C
onst
ruct
ion
$1
,395
,960
Tota
l Est
imat
e - C
onst
ruct
ion
Cos
t $1
1,91
2,19
3
29C
ompe
nsat
ory
Miti
gatio
nFC
Us
$238
4189
$1,9
93,9
16as
sum
e 2:
1 m
itiga
tion
ratio
n (i.
e., 2
x F
CU
s x
$238
)
Tota
l Cos
t$1
3,90
6,11
0
Tabl
e A
-1.8
. RSA
-6D
Con
stru
ctio
n C
ost,
cont
inue
d
Item
N
o.Ite
mU
nit
Uni
t Pr
ice
Qua
ntity
Item
Cos
tN
otes
Juneau FEISAppendix: Planning Level Cost Estimates
A-24
Tabl
e A
-1.9
. RSA
-1 L
ife C
ycle
Cos
t
RSA
-1 C
osts
:G
iven
s:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$1
6,91
9,33
4A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$0
RS
A/E
MA
S re
plac
ed a
t yea
r:0
Ann
ual m
aint
enan
ce c
ost:
$18,
000
Ann
ual s
now
rem
oval
cos
t:$4
,000
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P
(m9)
=(($
1800
0+$4
000)
(1+0
.07)
^9 -
1) /
0.07
(1 +
0.0
7)^9
===
>$1
43,3
35
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$72,
864
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
4000
/ (1
+ 0
.07)
^10
====
====
====
====
====
===>
$2,0
33
P(s
r20)
= $
4000
/ (1
+ 0
.07)
^20
====
====
====
====
====
===>
$1,0
34
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$219
,266
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $0
/ (1
+ 0
.07
)^10
===
====
====
====
====
====
==>
$0
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
1691
9334
====
====
====
====
====
====
====
==>
$16,
919,
334
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$1
7,13
8,60
0
Juneau FEISAppendix A: Planning Level Cost Estimates
A-25
Tabl
e A
-1.1
0. R
SA-5
C L
ife C
ycle
Cos
t
RSA
-5C
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$1
4,70
8,16
9A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$0
RS
A/E
MA
S re
plac
ed a
t yea
r:0
Ann
ual m
aint
enan
ce c
ost:
$18,
000
Ann
ual s
now
rem
oval
cos
t:$1
,000
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P
(m9)
=(($
1800
0+$1
000)
(1+0
.07)
^9 -
1) /
0.07
(1 +
0.0
7)^9
===
>$1
23,7
89
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$62,
928
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
1000
/ (1
+ 0
.07)
^10
====
====
====
====
====
===>
$508
P(s
r20)
= $
1000
/ (1
+ 0
.07)
^20
====
====
====
====
====
===>
$258
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$187
,484
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $0
/ (1
+ 0
.07
)^10
===
====
====
====
====
====
===>
$0
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
1470
8169
====
====
====
====
====
====
====
===>
$14,
708,
169
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$1
4,89
5,65
3
Juneau FEISAppendix: Planning Level Cost Estimates
A-26
Tabl
e A
-1.1
1. R
SA-5
D L
ife C
ycle
Cos
t
RSA
-5D
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$1
5,06
9,01
4A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$0
RS
A/E
MA
S re
plac
ed a
t yea
r:0
Ann
ual m
aint
enan
ce c
ost:
$18,
000
Ann
ual s
now
rem
oval
cos
t:$1
,000
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P
(m9)
=(($
1800
0+$1
000)
(1+0
.07)
^9 -
1) /
0.07
(1 +
0.0
7)^9
===
>$1
23,7
89
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$62,
928
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
1000
/ (1
+ 0
.07)
^10
====
====
====
====
====
===>
$508
P(s
r20)
= $
1000
/ (1
+ 0
.07)
^20
====
====
====
====
====
===>
$258
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$187
,484
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $0
/ (1
+ 0
.07
)^10
===
====
====
====
====
====
===>
$0
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
1506
9014
====
====
====
====
====
====
====
==>
$15,
069,
014
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$1
5,25
6,49
8
Juneau FEISAppendix A: Planning Level Cost Estimates
A-27
Tabl
e A
-1.1
2. R
SA-5
E Li
fe C
ycle
Cos
t
RSA
-5E
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$1
3,22
6,02
1A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$0
RS
A/E
MA
S re
plac
ed a
t yea
r:0
Ann
ual m
aint
enan
ce c
ost:
$18,
000
Ann
ual s
now
rem
oval
cos
t:$1
,000
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P
(m9)
=(($
1800
0+$1
000)
(1+0
.07)
^9 -
1) /
0.07
(1 +
0.0
7)^9
===
>$1
23,7
89
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$62,
928
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
1000
/ (1
+ 0
.07)
^10
====
====
====
====
====
===>
$508
P(s
r20)
= $
1000
/ (1
+ 0
.07)
^20
====
====
====
====
====
===>
$258
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$187
,484
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $0
/ (1
+ 0
.07
)^10
===
====
====
====
====
====
===>
$0
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
1322
6021
====
====
====
====
====
====
====
==>
$13,
226,
021
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$1
3,41
3,50
5
Juneau FEISAppendix: Planning Level Cost Estimates
A-28
Tabl
e A
-1.1
3. R
SA-6
A L
ife C
ycle
Cos
t
RSA
-6A
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$2
3,12
1,57
6A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$1
1,68
7,16
0R
SA
/EM
AS
repl
aced
at y
ear:
10
Ann
ual m
aint
enan
ce c
ost:
$40,
000
Ann
ual s
now
rem
oval
cos
t:$1
0,00
0
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P(m
9)=(
($40
000+
$100
00)(
1+0.
07)^
9 - 1
) / 0
.07(
1 +
0.07
)^9=
==>
$325
,762
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$165
,601
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
1000
0 / (
1 +
0.07
)^10
===
====
====
====
====
===>
$5,0
83
P(s
r20)
= $
1000
0 / (
1 +
0.07
)^20
===
====
====
====
====
===>
$2,5
84
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$499
,030
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $1
1687
160
/ (1
+ 0.
07 )^
10 =
====
====
====
====
==>
$5,9
41,1
60
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
2312
1576
====
====
====
====
====
====
====
==>
$23,
121,
576
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$2
9,56
1,76
5
Juneau FEISAppendix A: Planning Level Cost Estimates
A-29
Tabl
e A
-1.1
4. R
SA-6
B L
ife C
ycle
Cos
t
RSA
-6B
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$2
5,75
4,48
2A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$1
1,68
7,16
0R
SA
/EM
AS
repl
aced
at y
ear:
10
Ann
ual m
aint
enan
ce c
ost:
$40,
000
Ann
ual s
now
rem
oval
cos
t:$1
0,00
0
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P(m
9)=(
($40
000+
$100
00)(
1+0.
07)^
9 - 1
) / 0
.07(
1 +
0.07
)^9=
==>
$325
,762
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$165
,601
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
1000
0 / (
1 +
0.07
)^10
===
====
====
====
====
===>
$5,0
83
P(s
r20)
= $
1000
0 / (
1 +
0.07
)^20
===
====
====
====
====
===>
$2,5
84
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$499
,030
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $1
1687
160
/ (1
+ 0.
07 )^
10 =
====
====
====
====
==>
$5,9
41,1
60
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
2575
4482
====
====
====
====
====
====
====
==>
$25,
754,
482
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$3
2,19
4,67
1
Juneau FEISAppendix: Planning Level Cost Estimates
A-30
Tabl
e A
-1.1
5. R
SA-6
C L
ife C
ycle
Cos
t
RSA
-6C
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$2
0,28
8,48
9A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$5
,843
,580
RS
A/E
MA
S re
plac
ed a
t yea
r:10
Ann
ual m
aint
enan
ce c
ost:
$28,
000
Ann
ual s
now
rem
oval
cos
t:$6
,000
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P
(m9)
=(($
2800
0+$6
000)
(1+0
.07)
^9 -
1) /
0.07
(1 +
0.0
7)^9
===
>$2
21,5
18
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$112
,608
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
6000
/ (1
+ 0
.07)
^10
====
====
====
====
====
===>
$3,0
50
P(s
r20)
= $
6000
/ (1
+ 0
.07)
^20
====
====
====
====
====
===>
$1,5
51
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$338
,727
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $5
8435
80 /
(1 +
0.0
7 )^
10 =
====
====
====
====
===>
$2,9
70,5
80
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
2028
8489
====
====
====
====
====
====
====
==>
$20,
288,
489
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$2
3,59
7,79
6
Juneau FEISAppendix A: Planning Level Cost Estimates
A-31
Tabl
e A
-1.1
6. R
SA-6
D L
ife C
ycle
Cos
t
RSA
-6D
Cos
ts:
Giv
ens:
RS
A A
ltern
ativ
e C
onst
ruct
ion
Cos
t$1
1,91
2,19
3A
nnua
l dis
coun
t rat
e (a
ssum
e 7%
):7.
0%
Rep
lace
men
t cos
t:$0
RS
A/E
MA
S re
plac
ed a
t yea
r:0
Ann
ual m
aint
enan
ce c
ost:
$18,
000
Ann
ual s
now
rem
oval
cos
t:$1
,000
Mai
nten
ance
& S
now
Rem
oval
Cos
t:
Year
1-9 P
(m9)
=(($
1800
0+$1
000)
(1+0
.07)
^9 -
1) /
0.07
(1 +
0.0
7)^9
===
>$1
23,7
89
Year
11-
20
P(m
19) =
P(m
9) /
(1 +
0.0
7)^1
0 =
====
====
====
====
====
==>
$62,
928
Snow
Rem
oval
Yea
rs 1
0 &
20
P(s
r10)
= $
1000
/ (1
+ 0
.07)
^10
====
====
====
====
====
===>
$508
P(s
r20)
= $
1000
/ (1
+ 0
.07)
^20
====
====
====
====
====
===>
$258
Tota
l Mai
nten
ance
& s
now
rem
oval
cos
ts:
$187
,484
Cos
t to
Rep
lace
RSA
Yea
r 10:
P(r
epl)
= $0
/ (1
+ 0
.07
)^10
===
====
====
====
====
====
===>
$0
Cos
t to
Con
stru
ct R
SA Y
ear 1
:
P(e
mas
) = $
1191
2193
====
====
====
====
====
====
====
==>
$11,
912,
193
TOTA
L R
SA L
IFE
CYC
LE C
OST
:$1
2,09
9,67
7
Juneau FEISAppendix A: Planning Level Cost Estimates
A-32
Table A-2. Snow Removal Equipment Facility Construction Cost Estimate (2005 Dollars)
Item No. Item Unit Unit Price Quantity Item Cost
Site
1 Site Preparation lump sum $50,428 1 $50,428
2 Site Improvements lump sum $1,570,804 1 $1,570,804
3 Utilities lump sum $580,573 1 $580,573
Urea/CC-90 Storage
4 Substructure lump sum $155,580 1 $155,580
5 Storage Shell lump sum $544,293 1 $544,293
6 Interior lump sum $3,445 1 $3,445
7 Services lump sum $504,572 1 $504,572
8 Equipment lump sum $161,528 1 $161,528
Vehicle Warm Storage
9 Substructure lump sum $359,159 1 $359,159
10 Shell lump sum $1,055,974 1 $1,055,974
11 Interior lump sum $2,791 1 $2,791
12 Services lump sum $577,399 1 $577,399
13 Equipment and Furnishings lump sum $53,100 1 $53,100
Administration and Shops
14 Substructure lump sum $226,543 1 $226,543
15 Shell lump sum $970,191 1 $970,191
16 Interior lump sum $186,980 1 $186,980
17 Services lump sum $1,054,282 1 $1,054,282
18 Equipment and Furnishings lump sum $139,474 1 $139,474
Sand Storage
19 Substructure lump sum $199,456 1 $199,456
20 Shell lump sum $554,920 1 $554,920
21 Interior lump sum $3,445 1 $3,445
22 Services lump sum $128,174 1 $128,174
Fueling Facility
23 Slabs lump sum $33,450 1 $33,450
24 Fuel Islands lump sum $14,615 1 $14,615
Juneau FEISAppendix A: Planning Level Cost Estimates
A-33
25 Canopy lump sum $112,625 1 $112,625
26 Storage Tanks lump sum $108,014 1 $108,014
27 Fuel Piping lump sum $130,475 1 $130,475
28 Plumbing Piping lump sum $4,666 1 $4,666
29 Service/Distribution Systems lump sum $24,826 1 $24,826
Access Road Demo/Recon.
30 Site Preparation lump sum $16,885 1 $16,885
31 Site Improvements lump sum $70,903 1 $70,903
32 Asphalt and Base lump sum $35,622 1 $35,622
Taxiway E Construction
33 Taxiway lump sum $122,731 1 $122,731
34 Storm Drainage lump sum $26,270 1 $26,270
35 Taxiway Lights lump sum $84,169 1 $84,169
Construction Total * $9,868,363
General Requirements @ 12% of Costs $1,184,204
General Contractor Overhead and Profit @ 10% of Costs $986,836
General Contractor Bond and Insurance @ 2% of Costs $197,367
Construction Total $12,236,770
Contingency @ 10% of Construction $1,223,677
Inflation @ 5.3% of Construction $648,549
Construction Admin/Management @ 15% of Construction ** $1,480,254
Total Estimate - Construction Cost $15,589,251
Source: Estimations 2004. SREF Construction Cost Estimate Conceptual Estimated. Prepared for USKH. May 6. * Construction Total and subsequent costs vary slightly from Estimation 2004 due to rounding.**Construction Admin/Management Factor included based on recommendation from T. Stone 2004
Table A-2. Snow Removal Equipment Facility Construction Cost Estimate (2005 Dollars), continued
Item No. Item Unit Unit Price Quantity Item Cost
Juneau FEISAppendix A: Planning Level Cost Estimates
A-34
Table A-3. Fuel Farm Alternatives Budget Estimates (2005 Dollars)
Item Description Unit Rate Amount Cost Subtotal
Fuel Farm Access Road, Alt FF-1
Double Lane Asphalt $350 535 $187,122
Arch Culvert $1,115 30 $33,453
Miscellaneous (paint, curb, signs) $16,142
$236,717
project budget including design, admin, inspection, etc @ 28% $302,998
Fuel Farm Access Road with Bridge (no culvert)
Double Lane Asphalt $350 535 $187,122
Bridge (assume 30 ft long, 16 ft wide) $186 480 $89,208
Miscellaneous (paint, curb, signs) $16,142
$292,472
project budget including design, admin, inspection, etc @ 28% $374,364
Fuel Pipelines, Alt FF-2 (Trench and Fill)
24-inch pipe $27 600 $15,930
6-inch pipes (6 total, $6/per/ft each) $38 600 $22,939
Materials, reclamation 0 0 $25,488
Refueling Station (see below) 1 $484,803
Security Fencing (including gate) $48 300 $14,337
$563,497
project budget including design, admin, inspection, etc @ 28% $721,276
Fuel Pipelines, Alt FF-2 (Directional Drill)
24-inch pipe $573 600 $344,088
6-inch pipes (6 total, $22/per/ft each install) $140 600 $84,110
Materials, reclamation 0 0 $8,496
Refueling Station (see below) 1 $484,803
Security Fencing (including gate) $48 300 $14,337
$935,834
project budget including design, admin, inspection, etc @ 28% $1,197,868
Juneau FEISAppendix A: Planning Level Cost Estimates
A-35
Refueling Station Estimates for Alt FF-2 (Trench and Fill)
Concrete Slabs (8", 4,000 SF) $12 4000 $46,728
Fuel Islands (on 4,000 SF, 3 islands) $7,328 3 $21,983
Canopy (include lighting) $51 3300 $168,221
Fuel Piping above grade (dispensers, etc) $65,207 3 $195,620
Plumbing Piping (400 LF of 4" w/fittings, cast iron) $19 400 $7,646
Service, Distribution (Electrical, Panels, Ground) $44,604 1 $44,604
$484,803
project budget including design, admin, inspection, etc @ 28% $620,548
Notes: Unit costs for refueling station based on probable size and number of fuel ports.Basis for costing from Fueling Facility estimates prepared for SREF by Estimations 2004.
Table A-3. Fuel Farm Alternatives Budget Estimates (2005 Dollars), continued
Item Description Unit Rate Amount Cost Subtotal
Juneau FEISAppendix: Planning Level Cost Estimates
A-36
Tabl
e A
-4. P
lann
ing
Leve
l Cos
t Est
imat
es fo
r Avi
atio
n Fa
cilit
ies a
nd A
pron
(200
5 D
olla
rs)
Fixe
d-w
ing/
Rot
ary-
win
g A
pron
Alte
rnat
ive
Bas
e C
ost 1
998
Dol
lars
M
obil-
izat
ion
Acr
es
or
Uni
ts
cost
ea
ch
Uni
t
199
8 co
nst
Cos
t A
djus
t/In
fl T
otal
C
ost
Sou
rce
of B
egin
ning
C
ost
beg
. x 1
0%
b
eg. x
90%
/JA
MP
Uni
ts
Mob
+(co
st
each
x u
nits
pr
ov)
FW/R
W-1
: Apr
on D
ev.
$16,
773,
860
$18,
052,
163
Sum
All
Land
Dev
. Cos
ts $
7,09
9,36
0 $
709,
936
42 $
113,
087
$5,
459,
596
$1,
201,
111
$6,
660,
708
Sum
Fixe
d W
ing
Apr
on $
4,69
9,36
0 $
469,
936
Sum
Wes
t GA
Pav
ing
$1,
684,
000
$16
8,40
0
JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
Site
Pre
p fo
r NW
qua
d D
ev.
$1,
507,
360
$15
0,73
6
JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
GA
Aut
o P
ark
Exp
ansi
on $
1,50
8,00
0 $
150,
800
JIA
AM
P (T
able
6-A
, pg
6-2)
Rot
ary
Win
g A
pron
$2,
400,
000
$24
0,00
0
JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
Han
gers
and
Tie
dow
ns $
9,67
4,50
0 $
967,
450
$48
2,17
9 $
8,38
3,94
1 $
1,84
4,46
7 $
10,2
28,4
08
Sum
Exe
cutiv
e H
ange
rs $
4,41
7,50
0 $
441,
750
9 $
361,
432
$3,
694,
636
$81
2,82
0 $
4,50
7,45
6 JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
T-H
ange
rs $
2,85
0,00
0 $
285,
000
37 $
82,7
42
$3,
346,
452
$73
6,21
9 $
4,08
2,67
1 JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
Tied
owns
$2,
407,
000
$24
0,70
0 29
$38
,005
$
1,34
2,85
3 $
295,
428
$1,
638,
280
JIA
AM
P (T
able
6-A
, pg
6-2)
RC
O &
AS
OS
Rel
ocat
ion
$
1,16
3,04
8 FA
A/N
OA
A/N
WS
sta
ff, 2
003
FW/R
W-2
: Apr
on D
ev/R
eloc
.$1
7,36
6,50
0
$
18,5
97,9
30
Sum
All
Land
Dev
. Cos
ts $
7,09
9,36
0 $
709,
936
42 $
113,
087
$5,
459,
596
$1,
201,
111
$6,
660,
708
Sum
Fixe
d W
ing
Apr
on $
4,69
9,36
0 $
469,
936
Sum
Wes
t GA
Pav
ing
$1,
684,
000
$16
8,40
0
JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
Site
Pre
p fo
r NW
qua
d D
ev.
$1,
507,
360
$15
0,73
6
JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
GA
Aut
o P
ark
Exp
ansi
on $
1,50
8,00
0 $
150,
800
JIA
AM
P (T
able
6-A
, pg
6-2)
Rot
ary
Win
g A
pron
$2,
400,
000
$24
0,00
0
JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
Han
gers
and
Tie
dow
ns $
9,67
4,50
0 $
967,
450
$ 4
82,1
79
$8,
238,
651
$1,
812,
503
$10
,051
,154
S
um
Exe
cutiv
e H
ange
rs $
4,41
7,50
0 $
441,
750
9 $
361
,432
$
3,69
4,63
6 $
812,
820
$4,
507,
456
JIA
AM
P (T
able
6-A
, pg
6-2)
T-H
ange
rs $
2,85
0,00
0 $
285,
000
38 $
8
2,74
2 $
3,42
9,19
4 $
754,
423
$4,
183,
616
JIA
AM
P (T
able
6-A
, pg
6-2)
Tied
owns
$2,
407,
000
$24
0,70
0 23
$
38,
005
$1,
114,
821
$24
5,26
1 $
1,36
0,08
2 JI
A A
MP
(Tab
le 6
-A, p
g 6-
2)
RC
O &
AS
OS
Rel
ocat
ion
$
1,16
3,04
8 F
AA
/NO
AA
/NW
S s
taff,
200
3
Duc
k C
reek
Rel
ocat
ion
$59
2,64
0
$59
2,64
0 $
130,
381
$72
3,02
1 E
IS C
onsu
lting
Tea
m
Juneau FEISAppendix A: Planning Level Cost Estimates
A-37
Table A-5.1. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1a - pave infield areas
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $84,000 $84,000
2 clear/grub acre 77 $1,500 $115,500
3 fill cy 216,000 $12 $2,592,000
4 base material cy 62,000 $20 $1,240,000
5 asphalt ton 55,902 $95 $5,310,690
6 construction ls 1 $22,000 $22,000 $9,364,190
project construction cost $9,364,190
project budget including design, admin, inspection, etc @ 28% $11,986,163
notes and assumptions:
fill price includes cost for dewatering & handling material from float plane pondbase material is 6" thick (base plus fill = 278,000 cu. Yd.)asphalt assumed 2" layer, one ton covers 60 sq. ft
Planning level cost estimate for Project WH-2a - synthetic turf on infield
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $128,000 $128,000
2 clear/grub acre 77 $1,500 $115,500
3 fill cy 278,000 $12 $3,336,000
4 synthetic turf sf 3,354,120 $4.00 $13,416,480
5 construction ls 1 $22,000 $22,000 $17,017,980
project $17,017,980
project budget including design, admin, inspection, etc @ 28% $21,783,014
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pond
Planning level cost estimate for Project WH-3a - alter veg management
See text is Section 2.9.3 for a description of the estimated labor and materials costs associated with this alter-native.
Juneau FEISAppendix A: Planning Level Cost Estimates
A-38
Table A-5.2. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1b – fill wetlands on Airport
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $52,000 $52,000
2 clear/grub acre 3 $1,500 $4,050
3 fill cy 32,500 $12 $390,000
4 Class III rip cy 4,833 $35 $169,155
5 construction ls 1 $13,000 $13,000 $628,205
project construction cost $628,205
project budget including design, admin, inspection, etc @ 28% $804,102
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pondclass III rip rap from off-site source
Planning level cost estimate for Project WH-2b - regrade wetlands on Airport
Item # ItemUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $32,000 $32,000
2 clear/grub acre 3 $1,500 $4,050
3 fill cy 12,500 $12 $150,000
4 Class III rip cy 1,650 $35 $57,750
5 construction ls 1 $13,000 $13,000 $256,800
project construction cost $256,800
project budget including design, admin, inspection, etc @ 28% $328,704
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pondclass III rip rap from off-site source
Planning level cost estimate for Project WH-3b – increase wildlife hazing
See text is Section 2.9.3 for a description of the estimated labor and materials costs associated with this alter-native.
Juneau FEISAppendix A: Planning Level Cost Estimates
A-39
Table A-5.3. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1c - fill wetlands on Refuge west of Airport
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $52,000 $52,000
2 clear/grub acre 10 $1,500 $15,300
3 fill cy 108,000 $12 $1,296,000
4 Class III rip cy 16,456 $35 $575,960
5 construction ls 1 $17,000 $17,000 $1,956,260
project construction cost $1,956,260
project budget including design, admin, inspection, etc @ 28% $2,504,013
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pondclass III rip rap from off-site source
Planning level cost estimate for Project WH-2c - regrade, dredge and fill wetlands west of Airport
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $32,000 $32,000
2 clear/grub acre 3 $1,500 $4,950
3 fill cy 17,500 $12 $210,000
4 class III rip rap cy 4,840.0 $35 $169,400
5 construction ls 1 $17,000 $17,000 $433,350
project construction cost $17,017,980
project budget including design, admin, inspection, etc @ 28% $21,783,014
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pondclass III rip rap from off-site source
Planning level cost estimate for Project WH-3c - Increase wildlife hazing
See text is Section 2.9.3 for a description of the estimated labor and materials costs associated with this alter-native.
Juneau FEISAppendix A: Planning Level Cost Estimates
A-40
Table A-5.4. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1d - relocate Duck Creek to north Apt Boundary
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $84,000 $84,000
2 clear/grub acre 1 $1,500 $1,500
3 fill cy 3,000 $12 $36,000
4 channel ls 1 $410,000 $410,000
5 concrete liner ton 4,375 $60 $262,500
6 fish rock cy 2,850 $45 $128,250
7 revegetation ls 1 $41,000 $41,000
8 construction ls 1 $32,000 $32,000 $995,250
project $995,250
project budget including design, admin, inspection, etc @ 28% $1,273,920
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pondmost sections of new channel lined with fish cobble and gravels initiallysee text for revegetation mixconcrete liner assumed 4"thick, one ton covers 40 sq. ft
Planning level cost estimate for Project WH-2d - relocate limited reach of Duck Creek
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $48,000 $48,000
2 clear/grub acre 1 $1,500 $1,500
3 fill cy 500 $12 $6,000
4 channel ls 1 $92,000 $92,000
5 fish rock cy 284 $45 $12,780
6 revegetation ls 1 $4,500 $4,500
7 construction ls 1 $16,000 $16,000 $180,780
project construction cost $180,780
project budget including design, admin, inspection, etc @ 28% $231,398
notes and assumptions:fill price includes cost for dewatering & handling material from float plane pondnew channel lined with fish cobble and gravels initiallysee text for revegetation mixno liner installed for limited channel relocation
Planning level cost estimate for Project WH-3d - increase hazing along lower Duck Creek
See text is Section 2.9.3 for a description of the estimated labor and materials costs associated with this alter-native.
Juneau FEISAppendix A: Planning Level Cost Estimates
A-41
Table A-5.5. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1e - convert drainage ditches into underground drains
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $41,000 $41,0002 clear/grub/ acre 16 $1,500 $23,5503 fill cy 80,000 $12 $960,0004 30" pipe lf 5,000 $60 $300,0005 drain inlets ea 30 $1,500 $45,0006 hydroseed ac 15.7 $4,000 $62,8007 construction ls 1 $16,000 $16,000 $1,448,350project construction cost $1,448,350project budget including design, admin, inspection, etc @ 28% $1,853,888notes and assumptions:
fill price includes cost for dewatering & handling material from float plane pond
Planning level cost estimate for Project WH-2e - regrade ditches and line with concrete
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $31,000 $31,0002 clear/grub/ acre 16 $1,500 $23,5503 fill cy 18,000 $12 $216,0004 concrete liner ton 6,534 $60 $392,0405 hydroseed ac 9.7 $4,000 $38,8006 construction ls 1 $16,000 $16,000 $717,390project construction cost $717,390project budget including design, admin, inspection, etc @ 28% $918,259notes and assumptions:
fill price includes cost for dewatering & handling material from float plane pondconcrete liner assumed 4"thick, one ton covers 40 sq. ft
Planning level cost estimate for Project WH-3e - regrade ditches and manage vegetation
Item # Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $22,000 $22,0002 clear/grub/ acre 16 $1,500 $23,5503 fill cy 13,000 $12 $156,0004 hydroseed ac 16.0 $4,000 $64,0005 construction ls 1 $8,000 $8,000 $273,550project construction cost $273,550project budget including design, admin, inspection, etc @ 28% $350,144notes and assumptions:
fill price includes cost for dewatering & handling material from float plane pondcost does not include annual maintenance costs for vegetation management
Juneau FEISAppendix A: Planning Level Cost Estimates
A-42
Table A5.6. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1f, 2f, 3f - remove pavement, grade, and paveItem
# Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $41,000 $41,000
2 asphalt sy 64,200 $7 $449,400
3 asphalt ton 1,605 $95 $152,475
4 construction ls 1 $12,000 $12,000 $654,875
project construction cost $654,875
project budget including design, admin, inspection, etc @ 28% $838,240
notes and assumptions:asphalt assumed 4" layer, one ton covers 40 sq. ft area in feet is 125 by 4500 between pond & runway and 10 by 1000 east of Jordan Creek
Table A-5.7. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1g - Remove vegetation from Float Plane PondItem
# Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $26,000 $26,0002 veg removal acre 83 $2,400 $198,7203 veg disposal lump sum 1 $500 $500 $225,220project construction cost $225,220
project budget including design, admin, inspection, etc @ 28% $288,282
notes and assumptions:mobilization cost assumes that large dredge would be used to remove vegetation within ponddredge equipment would be moved to site up River and through temporary breach in dike
Planning level cost estimate for Project WH-2g -fill float plane pond fingersItem
# Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $114,000 $114,0002 clear/grub acre 2 $1,500 $3,0003 fill cy 136,000 $12 $1,632,0004 revegetation acre 16 $6,400 $102,4005 construction ls 1 $18,000 $18,000 $1,869,400
project $1,869,400
project budget including design, admin, inspection, etc @ 28% $2,392,832
notes and assumptions:fill price includes cost for purchase and transport to Airport (not from Refuge dredge piles)
Juneau FEISAppendix A: Planning Level Cost Estimates
A-43
Table A-5.8. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1h, 2h, 3h - remove dam at mouth of Jordan CreekItem
# Item UnitUnit
Volume Cost/Unit Cost Calculations
1 mob/demob lump sum 1 $2,124 $2,124
2 Clear dam lump sum 1 $4,248 $4,248
3 Reshape lump 1 $3,186 $3,186 $9,558project construction cost $9,558project budget including design, admin, inspection, etc @ 28% $12,234
Table A-5.9. Planning Level Cost Estimates for Wildlife Hazard Management Alternatives
Planning level cost estimate for Project WH-1i - thin spruce trees, clear understory, and install fence
Item # Item Unit
Unit Volume Cost/Unit Cost Calculations
1 clear acre 44 $6,000 $264,000
2 remove 1/3 spruce trees
acre 15 $0 $0
3 clear fence lin ft 7,055 $1 $7,761 4 fence lin foot 7,055 $30 $211,650 5 construction ls 1 $14,000 $14,000 $497,411 project construction cost $497,411 project budget including design, admin, inspection, etc @ 28% $636,685notes and assumptions:
it is assumed that the removal of spruce trees would have no cost since the wood would be soldfence is 8' high, 9-gauge chain with 3 strand barbed wire on top
Planning level cost estimate for Project WH-2i - nest removal and fence installationItem
# Item UnitUnit
Volume Cost/Unit Cost Calculations
1 clear fence lin ft 7,055 $1 $7,761 2 fence lin foot 7,055 $30 $211,650 3 remove nests lump sum 1 $20,000 $20,000 4 construction ls 1 $14,000 $14,000 $253,411
project $253,411project budget including design, admin, inspection, etc @ 28% $324,365
notes and assumptions:nest removal would occur twice in the construction seasonfence is 8' high, 9-gauge chain with 3 strand barbed wire on top
Planning level cost estimate for Project WH-3d - increase hazing along lower Duck Creek
See text is Section 2.9.3 for a description of the estimated labor and materials costs associated with this alter-native.
Juneau FEISAppendix A: Planning Level Cost Estimates
A-44
Table A-6. RCO Budget Estimate
Item Description
Per Diem Man Days
Non Per
Diem Man Days Cost Subtotal
F&E PLANT ENGINEERING:
A/E task order for design and drafting (TSSC) $40,973
A/E task order oversight and support 5 5 $11,150
Resident Engineer for construction contract (TSSC) $27,000
Clear JAI exceptions, as-builts, etc. 5 $5,200
As-built drawings (TSSC) $1,200
Airfare, 2 RT $1,000 $89,205
F&E PLANT CONSTRUCTION:
Upgrade utility service at Eng's Cut (allowance) $10,620
New utility service at SREB site (allowance) $2,655
Antenna tower, 60', 2 ea. (RCO) $53,100
Antenna tower, 20' 1 ea. (ATIS) $5,310
Clearing $332
Gravel fill and place, 300 cy $4,301
D-1 surface topping, 50 cy $1,593
Chainlink fence, 250' w/ 12' wide gate $13,275
Prefabricated building, 8'x10' (ATIS) $13,275
Building, wood frame, steel siding, 20'x34' (RCO) $157,070
Relocate generator from airport to Eng's Cut $8,602
Demo. RTR building, 5,440 cf $1,805
Demo. RTR building foundation, 680 sf $3,359
Dump fees, 10 tons $929
Demo RTR towers, lead base paint, 2 ea. (allowance) $2,124
15% contingency on construction (Lines 13 - 27) $41,753
28% contractor overhead, profit, and bond $89,629 $409,731
F&E ELECTRONICS ENGINEERING:
Design 30 $31,200
Drafting (TSSC) $6,000
Juneau FEISAppendix A: Planning Level Cost Estimates
A-45
Technical supervision and support 5 5 $11,150
Clear JAI exceptions, as-builts, etc. 5 $5,200
As-built drawings (TSSC) $2,000
Airfare, 2 RT $1,000 $58,303
F&E ELECTRONIC INSTALLATION:
Supervisor for installation crew 40 10 $58,000
Install racks, radios, cable tray, etc. 80 $95,200
Clear JAI exceptions, as-builts, etc. 5 5 $11,150
Telecommunications non-recurring costs (allowance) $10,000
Other installation costs (allowance) $2,500
Airfare, 6 RT $3,000 $185,425
Total $742,665
Table A-7. ASOS Cost Estimate
Item Description UnitUnit Rate Amount Cost Subtotal
Clear and Grub acre $1,500 2 $3,000
Unclassified Excavation acre $1,500 2 $3,000
Fill/sub base yard $12 2732 $32,784
D1 base course and road cover, 8" yard $35 1200 $42,000
Remove ASOS from NE Development Area lump sum $41,240
Building construction w/wiring lump sum $212,400
$328,424
project budget including design, admin, inspection, etc @ 28% $420,383
Notes: Access road 600 x 12 x 4ft high base = 1066 ydASOS Pad 150 x 50 x 6 ft base = 1666 ydBuilding construction estimate provided by NWS as lump sum, based on costs for similar facilities
Table A-6. RCO Budget Estimate, continued
Item Description
Per Diem Man Days
Non Per
Diem Man Days Cost Subtotal
Juneau FEISAppendix A: Planning Level Cost Estimates
A-46
Table A-8. Cost Estimates for Jordan Creek Culvert Options (2005 dollars)Option 1 - Culvert Extension with 8-foot CMP
Additional Culvert 138 LF 8-foot CMP per existing pipe
Unit Cost $273 /LF Pipe Installation
$37,709Fill Volume 1010 CY Fill to 19 feet
Unit Cost $5 /CY Select Fill From Site
$5,520Fish Rock 45 CY Line culvert with fish cobble/gravels
Unit Cost $49 /CY Imported Juneau vicinity
$2,213Option 1 Estimated Cost $45,441
Option 2 - Culvert Extension with Concrete Arch Culvert (Proposed Action)Additional Culvert 138 LF 12-foot x 10-foot spans
Unit Cost $2,733 /LF Pipe Installation
$377,085Fill Volume 1010 CY Fill to 19 feet
Unit Cost $12 /CY Select Fill From Site
$12,120Fish Rock 45 CY Line culvert with fish cobble/gravels
Unit Cost $49 /CY Imported Juneau vicinity
$2,213Option 2 Estimated Cost $391,418
Option 3 - Culvert Replacement with Concrete Arch CulvertAdditional Culvert 770 LF 12-foot x 10-foot span
Unit Cost $2,733 /LF Pipe Installation
$2,104,025
Excavate Existing Pipe 3,040 CY Remove Existing CMP
Unit Cost $3 /CY Excavation
$9,968
Shoring Installation 10,800 SF Shoring Installation
Unit Cost $33 /SF Shoring Installation (no salvage)
$354,132
Fill Volume 640 CY Fill to 19 feet
Unit Cost $12 /CY Select Fill From Site
$7,680
Fish Rock 342 CY Line culvert with fish cobble/gravels
Unit Cost $49 /CY Imported Juneau vicinity
$16,821
Option 3 Estimated Cost $2,492,626
Juneau FEISAppendix A: Planning Level Cost Estimates
A-47
Table A-9. Estimated Costs for East Runway Slough Options (2005 dollars)Option 1 - CON/SPAN Arch Culvert
Con/span Arch Culvert 300 EA 42' x 12' x 6' sections
Unit Cost $43,720 /EA Includes delivery, Installation labor, and backfill materials
$13,116,000
Culvert Footings 925 CY (5) 500' x 10' x 12"
Unit Cost $273 /CY Reinforced concrete spread footing sections
$252,756
Culvert Channel Material 12,500 CY 4' depth of material (4X42'x4'x500')
Unit Cost $12 CY Select Fill from site and/or import
$150,000
Runway Fill 120,000 Same as Alt 1 minus culvert void (4x45'x4'x10'x500')
Unit Cost $12 /CY Select Fill from Site
$1,440,000
Option 1 Estimated Cost $14,958,756Option 2 - Corrugated Metal Pipe Culverts
12' Culvert Pipe 20,000 LF 40 pipes 500' long x 12-ft OD
Unit Cost $328 /LF
$6,558,000
Engr Bedding and Backfill 38,500 CY 520'x500'x4'
Unit Cost $12 CY 3/4"-0 gravel
$462,000
Culvert Channel Material 17,000 CY 4' depth of material in each pipe
Unit Cost $12 CY Select Fill from site and/or import
$204,000
Runway Fill 143,750 CY Same as Alt 1 minus culvert void (480'x10'x500')
Unit Cost $12 /CY Select Fill from site
$1,725,000
Option 2 Estimated Cost $8,949,000Option 3 - Reconstructing an equivalent channel beyond the Constructed RS
Length of new Channel 3,500 LF
48,500 CY 75 feet wide by 5 feet deep channel
Unit Cost $4 /CY Excavators & 6-wheel drive dumpers w/ low grnd. press. tires
$212,042
Runway Fill 153,000 CY 750' x 500' x 11'
Unit Cost $12 /CY Select Fill from Site
$1,836,000
Erosion Control 175,000 SF Heavy weight coir erosion control blanket with wood stakes
Unit Cost $0.55 /SF
$95,638
Option 3 Estimated Cost $2,143,680
Juneau FEISAppendix A: Planning Level Cost Estimates
A-48
THIS PAGE INTENTIONALLY LEFT BLANK