st. tammany parish
TRANSCRIPT
ST. TAMMANY PARISH
PATRICIA P. BRISTER PARISH PRESIDENT
PROCUREMENT DEPARTMENT
P.O. BOX 628 | COVINGTON, LOUISIANA | 70434 | [email protected] | 985-898-2520
WWW.STPGOV.ORG
April 17, 2018
Please find the following addendum to the below mentioned QUOTE.
Addendum No.: 1
Quote#: 310-00-18-08-1
Project Name: Greenleaves Blvd
Quote Due Date: Wednesday, April 25, 2018
GENERAL INFORMATION:
1. Please add the Unit Price Sheet to “Attachment A”.
2. Please add the Project Specifications to “Attachment A”.
ATTACHMENTS:
1. Unit Price Sheet.pdf
2. Project Specifications.pdf
<< End of Addendum #1 >>
TO
:Q
UO
TE
FO
R:
St. T
amm
any
Par
ish
Go
ver
nm
ent
Gre
enle
aves
Blv
d
21
45
4 K
oo
p D
rive
, Su
ite
2F
Bid
No
.: 3
10
-00
-18
-08
-1
Man
dev
ille
, LA
. 70
47
1(O
WN
ER
TO
PR
OV
IDE
NA
ME
AN
D A
DD
RE
SS O
F O
WN
ER
)(O
WN
ER
TO
PR
OV
IDE
PR
OJE
CT
NA
ME
& O
TH
ER
ID
EN
TIF
YIN
G I
NF
O)
De
scri
pti
on
:
RE
F N
O.:
QU
AN
TIT
YU
NIT
OF
ME
AS
UR
EU
NIT
PR
ICE
UN
IT P
RIC
E E
XT
EN
SIO
N
(Qu
an
tity
tim
es
un
it p
rice
)
72
7-0
11
LS
De
scri
pti
on
:
RE
F N
O.:
QU
AN
TIT
YU
NIT
OF
ME
AS
UR
EU
NIT
PR
ICE
UN
IT P
RIC
E E
XT
EN
SIO
N
(Qu
an
tity
tim
es
un
it p
rice
)
71
3-0
11
LS
De
scri
pti
on
:
RE
F N
O.:
QU
AN
TIT
YU
NIT
OF
ME
AS
UR
EU
NIT
PR
ICE
UN
IT P
RIC
E E
XT
EN
SIO
N
(Qu
an
tity
tim
es
un
it p
rice
)
70
6-0
3-0
05
00
77
5SY
De
scri
pti
on
:
RE
F N
O.:
QU
AN
TIT
YU
NIT
OF
ME
AS
UR
EU
NIT
PR
ICE
UN
IT P
RIC
E E
XT
EN
SIO
N
(Qu
an
tity
tim
es
un
it p
rice
)
QU
OT
E
Wo
rdin
g f
or
"de
scri
pti
on
" is
to
be
pro
vid
ed
by
th
e O
wn
er.
All
Qu
an
titi
es
Est
ima
ted
. T
he
Co
ntr
act
or
wil
l b
e p
aid
ba
sed
up
on
act
ua
l q
ua
nti
tie
s a
s v
eri
fie
d b
y t
he
Ow
ne
r.
UN
IT P
RIC
ES
: Th
is f
orm
sh
all
be
use
d f
or
an
y &
all
wo
rk r
eq
uir
ed
by
th
e Q
uo
te D
ocu
me
nts
& d
esc
rib
ed
as
un
it p
rice
s. A
mo
un
ts s
ha
ll b
e s
tate
d i
n f
igu
res
& o
nly
in
fig
ure
s.
Mo
bil
izat
ion
Rem
ove
/Rep
lace
/Rep
air
Co
ncr
ete
Pan
els
and
Co
ncr
ete
Ro
llo
ver
Cu
rbs
UN
IT P
RIC
E F
OR
M
Tem
po
rary
Sig
ns
and
Bar
rica
des
BA
SE
QU
OT
E
O
R
BA
SE
QU
OT
E
O
R
BA
SE
QU
OT
E
O
R
BA
SE
QU
OT
E
O
R
AL
T #
AL
T #
AL
T #
AL
T #
V.4
- R
evis
ed 3
-1-1
1P
age
1 o
f 1
Na
me:
Gre
enle
av
es B
lvd
.
(R
04
D0
60
)
Wo
rk O
rder
Nu
mb
er:
29
65
34
P
ag
e 1
of
5
Beg
in @
Sta
. 0
+0
0 @
Va
rio
us
Ma
rked
Pa
nel
s
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
G
en
era
l No
tes:
1
. C
on
trac
tor
shal
l fie
ld v
erif
y al
l qu
anti
ties
an
d m
easu
rem
ents
. 2
. C
on
trac
tor
shal
l be
resp
on
sib
le f
or
loca
tin
g an
d p
rote
ctin
g al
l exi
stin
g u
tilit
ies.
3
. Tw
o-w
ay t
raff
ic s
hal
l b
e m
ain
tain
ed a
t al
l ti
me
s d
uri
ng
con
stru
ctio
n.
Co
ntr
acto
r sh
all
hav
e
flag
men
on
bo
th e
nd
s o
f w
ork
zo
ne.
If
Po
lice
det
ails
are
use
d f
or
traf
fic
con
tro
l th
is d
oes
no
t ta
ke t
he
pla
ce o
f fl
ag m
en.
4.
Co
nst
ruct
ion
wo
rk s
hal
l n
ot
be
gin
un
til
sign
s, b
arri
cad
es,
pro
ject
sig
ns
and
oth
er
traf
fic
de
vice
s h
ave
be
en
ere
cte
d a
nd
ap
pro
ved
. C
on
trac
tor
shal
l mai
nta
in p
roje
ct a
nd
co
nst
ruct
ion
si
gns.
5
. A
ll ex
isti
ng
sew
er li
ne
s sh
all b
e ti
ed-i
n a
t n
o d
irec
t p
ay.
6.
Asp
hal
t an
d c
on
cret
e d
rive
way
tie
-in
s sh
all b
e ti
ed in
to
exi
stin
g su
rfac
e m
ater
ial.
7
. A
t al
l in
ters
ecti
ng
asp
hal
t ro
ads,
co
ntr
acto
r sh
all m
ill 1
½”d
eep
an
d 6
’ in
to in
ters
ect
ing
road
fo
r a
smo
oth
an
d c
lean
tra
nsi
tio
n.
See
Det
ail a
ttac
hed
wit
h B
id P
rop
osa
l.
8.
An
y ad
dit
ion
al w
ork
per
form
ed b
y th
e co
ntr
acto
r w
ith
ou
t p
rio
r w
ritt
en
ap
pro
val
fro
m S
t Ta
mm
any
Par
ish
D
epar
tmen
t o
f En
gin
eeri
ng,
th
e co
st
of
the
wo
rk
will
b
e b
orn
e b
y th
e co
ntr
acto
r an
d w
ill n
ot
be
reim
bu
rsed
by
the
Par
ish
. 9
. C
on
trac
tor
shal
l en
sure
ro
adw
ay
and
sh
ou
lder
s d
rain
ac
cord
ingl
y w
ith
ou
t an
y su
rfac
e
po
nd
ing/
”bir
d b
ath
s” a
fter
rai
n e
ven
ts.
10
. M
ater
ials
Te
stin
g:
All
req
uir
ed
tes
tin
g an
d r
epo
rtin
g sh
all
be
the
con
trac
tor’
s re
spo
nsi
bili
ty a
t n
o d
irec
t p
ay.
Sam
plin
g an
d T
est
ing
will
be
per
form
ed i
n a
cco
rdan
ce w
ith
th
e St
. Ta
mm
any
Par
ish
Ro
adw
ay T
esti
ng
and
In
spec
tio
n S
tan
dar
ds
for
Res
iden
tial
Su
bd
ivis
ion
s (A
ttac
he
d w
ith
B
id
Pro
po
sal)
an
d
LAD
OTD
St
and
ard
Sp
ecif
icat
ion
s fo
r R
oad
s an
d
Bri
dge
s,
Late
st
Ed
itio
n,
Sect
ion
10
1 a
nd
10
6.
11
. R
oad
s an
d s
urr
ou
nd
ing
area
s sh
all
be
dre
ssed
aft
er 3
cal
end
ar d
ays
and
no
lat
er t
han
10
ca
len
dar
day
s o
f fi
nal
asp
hal
t w
eari
ng
cou
rse.
La
te F
ee
of
$1
.00
per
Lin
ear
Foo
t p
er C
alen
dar
D
ay s
hal
l be
char
ged
if n
ot
com
ple
ted
wit
h t
he
spec
ifie
d t
ime
fram
e.
12
. If
dee
p p
atch
ing
is r
equ
ired
, th
e co
ntr
acto
r is
to
co
mp
act
at a
min
imu
m t
wo
eq
ual
lift
s.
P
roje
ct S
um
mar
y:
Co
ntr
acto
r sh
all p
rovi
de
all l
abo
r, m
ate
rial
s, e
qu
ipm
ent
and
su
per
visi
on
nec
essa
ry t
o
Re
mo
ve, R
ep
lace
an
d/o
r R
epai
r C
on
cre
te P
ane
ls a
nd
Co
ncr
ete
Ro
llove
r C
urb
s (w
her
e ap
plic
able
)
72
7-0
1
Mo
bili
zati
on
: A
ll la
bo
r an
d m
ater
ials
nec
ess
ary
to a
cco
mp
lish
pre
par
ato
ry w
ork
an
d o
per
atio
ns,
in
clu
din
g th
ose
nec
ess
ary
for
mo
vem
ent
of
per
son
nel
, eq
uip
men
t, s
up
plie
s an
d in
cid
enta
ls t
o t
he
pro
ject
sit
e.
1
Lum
p S
um
Na
me:
Gre
enle
av
es B
lvd
.
(R
04
D0
60
)
Wo
rk O
rder
Nu
mb
er:
29
65
34
P
ag
e 2
of
5
Beg
in @
Sta
. 0
+0
0 @
Va
rio
us
Ma
rked
Pa
nel
s
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
71
3-0
1
Tem
po
rary
Sig
ns
and
Bar
rica
de
s: A
ll la
bo
r, m
ater
ials
, eq
uip
men
t an
d s
up
ervi
sio
n n
ece
ssar
y to
fu
rnis
h,
inst
all,
mai
nta
in a
nd
rem
ove
tem
po
rary
co
nst
ruct
ion
bar
rica
des
, pre
cast
co
ncr
ete
bar
rier
s, li
ghts
, si
gnal
s, p
avem
ent
mar
kin
gs a
nd
sig
ns,
in
clu
din
g p
roje
ct s
ign
s; p
rovi
din
g f
lagg
ers;
an
d c
om
ply
ing
wit
h
all o
ther
req
uir
emen
ts r
ega
rdin
g th
e p
rote
ctio
n o
f th
e w
ork
, wo
rker
s an
d s
afet
y o
f th
e p
ub
lic.
Un
less
o
ther
wis
e n
ote
d in
th
e p
lan
s o
r sp
ecia
l pro
visi
on
s th
is w
ork
als
o in
clu
des
tra
ffic
co
ntr
ol m
anag
emen
t in
co
mp
lian
ce w
ith
co
ntr
act
do
cum
ents
an
d t
he
Man
ual
on
Un
ifo
rm T
raff
ic C
on
tro
l De
vice
s (M
UTC
D),
in
clu
din
g th
e in
stal
lati
on
, in
spec
tio
n, m
ain
ten
ance
, an
d r
emo
val o
f al
l tra
ffic
co
ntr
ol d
evic
es o
n t
he
pro
ject
. Th
is it
em s
hal
l no
t b
e co
nst
rued
to
rel
ieve
th
e co
ntr
acto
r o
f re
spo
nsi
bili
tie
s fo
r th
e sa
fety
of
the
pu
blic
, fo
r lia
bili
ty in
co
nn
ecti
on
th
erew
ith
, or
com
plia
nce
wit
h S
tate
an
d lo
cal l
aws
or
ord
inan
ces.
Si
gns,
bar
rica
de
s, b
arri
ers,
ch
ann
eliz
ing
dev
ices
, pav
emen
t m
arki
ngs
, etc
., s
hal
l co
mp
ly w
ith
pla
n d
etai
ls,
the
MU
TCD
an
d S
ecti
on
71
3 o
f LA
DO
TD S
tan
dar
d S
pec
ific
atio
ns
for
Ro
ads
and
Bri
dge
s, L
ates
t Ed
itio
n.
Co
nst
ruct
ion
wo
rk s
hal
l no
t b
egin
un
til s
ign
s, b
arri
cad
es,
pro
ject
sig
ns
and
oth
er t
raff
ic d
evic
es
hav
e b
een
ere
cted
an
d a
pp
rove
d.
1
Lum
p S
um
Na
me:
Gre
enle
av
es B
lvd
.
(R
04
D0
60
)
Wo
rk O
rder
Nu
mb
er:
29
65
34
P
ag
e 3
of
5
Beg
in @
Sta
. 0
+0
0 @
Va
rio
us
Ma
rked
Pa
nel
s
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
70
6-
03
-0
05
00
Re
mo
ve/R
ep
lace
/Re
pai
r C
on
cre
te P
ane
ls a
nd
Co
ncr
ete
Ro
llove
r C
urb
(w
he
re a
pp
licab
le):
A
ll la
bo
r,
mat
eria
ls, e
qu
ipm
ent
and
su
per
visi
on
nec
essa
ry t
o, i
n a
cco
rdan
ce w
ith
th
ese
spec
ific
atio
ns,
R
emo
ve/R
epla
ce/R
epai
r C
on
cret
e P
avem
ent
Det
ail,
Ro
llove
r C
urb
Det
ail a
nd
LA
DO
TD S
tan
dar
d
Spec
ific
atio
ns
for
Ro
ads
and
Bri
dge
s, S
ecti
on
70
6 a
nd
Sec
tio
n 2
02
.03
(a),
Lat
est
Ed
itio
n.
Co
ntr
acto
r sh
all
be
re
spo
nsi
ble
fo
r re
mo
val o
f co
ncr
ete
an
d a
ll b
ase
mat
eri
als
to a
de
pth
of
8”
be
low
th
e b
ott
om
gra
de
of
the
ne
w 8
” th
ick
con
cre
te p
ane
l. R
ep
lace
me
nt
bas
e m
ate
rial
sh
all b
e R
ive
r Sa
nd
or
Pu
mp
ed
San
d.
Bas
e re
pai
r an
d/o
r p
atch
is n
ot
limit
ed t
o a
sq
uar
e ya
rdag
e q
uan
tity
, bu
t m
ay in
clu
de
the
enti
re p
anel
if
dir
ecte
d b
y D
epar
tmen
t o
f P
ub
lic W
ork
s in
spe
ctio
n s
taff
. Th
is it
em
is a
t n
o d
irec
t p
ay.
Pri
or
to
con
trac
tor
po
uri
ng
rep
lace
me
nt
con
cret
e p
anel
an
d r
ollo
ver
curb
, bas
e m
ater
ial s
hal
l be
exam
ined
by
pro
ject
insp
ecto
r. C
on
trac
tor
shal
l in
spec
t th
e p
roje
ct s
ite
and
bid
acc
ord
ingl
y.
Pan
els
iden
tifi
ed f
or
rem
ova
l an
d r
epla
cem
ent
nex
t to
an
d/o
r ad
jace
nt
to n
ew p
anel
s sh
all b
e sa
w-c
ut
alo
ng
the
adjo
inin
g ed
ge.
An
y d
amag
e ca
use
d b
y co
ntr
acto
r o
per
atio
ns
shal
l be
rep
aire
d im
med
iate
ly a
t n
o d
irec
t p
ay.
Re
pla
cem
en
t p
ane
ls s
hal
l be
Fib
er
rein
forc
ed
, 40
00
psi
, 8”
thic
k co
ncr
ete
, wit
h #
9 x
18
” sm
oo
th d
ow
el
bar
s in
to e
xist
ing
con
cre
te p
ave
me
nt
@ 1
8”
on
-ce
nte
r fo
r b
utt
/co
nst
ruct
ion
join
ts. U
se #
4 d
efo
rme
d
bar
fo
r lo
ngi
tud
inal
join
ts 2
’ on
ce
nte
r. W
he
n c
urb
ing
is n
ot
po
ure
d m
on
olit
hic
, cu
rb p
ins
shal
l be
ad
de
d @
18
” o
n c
ente
r.
See
Co
ncr
ete
Pan
el R
ep
lace
me
nt
De
tail
and
Ro
llove
r C
urb
De
tail
An
d f
ibe
r sp
eci
fica
tio
n s
he
et.
Jo
ints
sh
all b
e re
pla
ced
in-k
ind
, to
incl
ud
e b
ut
no
t lim
ited
to
exp
ansi
on
join
ts, c
on
tro
l jo
ints
, etc
., a
nd
se
aled
wit
h a
pp
rove
d jo
int
seal
ing
mat
eria
l.
Bro
ken
co
ncr
ete
shal
l be
rem
ove
d a
nd
hau
led
to
an
are
a id
enti
fied
by
pro
ject
insp
ecto
r at
no
dir
ect
pay
.
57
5
Squ
are
yar
d
Na
me:
Gre
enle
av
es B
lvd
.
(R
04
D0
60
)
Wo
rk O
rder
Nu
mb
er:
29
65
34
P
ag
e 4
of
5
Beg
in @
Sta
. 0
+0
0 @
Va
rio
us
Ma
rked
Pa
nel
s
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
F
IBE
R-R
EIN
FO
RC
ED
PO
RT
LA
ND
CE
ME
NT
CO
NC
RE
TE
RO
AD
WA
YS
This
ite
m c
over
s th
e fu
rnis
hin
g o
f al
l m
ater
ials
and
in
stal
lati
on o
f P
CC
ro
adw
ay p
avem
ents
fo
r
thic
kness
as
sho
wn
.
Mix
fo
r 1
C.Y
. of
Fib
er-R
ein
forc
ed C
on
crete
– S
idew
alk
s &
Driv
ewa
ys
28
-day
str
ength
40
00
psi
Cem
ent
(AS
TM
C-1
50
, T
yp
e I/
II)
4
.64
sac
ks
(43
6 l
bs.
)
Fly
Ash
(A
ST
M C
-61
8)
1.1
6 s
acks(
10
9 l
bs.
)
Gra
vel
(A
ST
M C
-33
, G
rad
e A
)
17
75
lb
s.
San
d (
AS
TM
C-3
3)
1
22
6 l
bs.
Wat
er (
po
tab
le)
3
0 g
allo
ns
(25
0 l
bs.
)
Typ
e A
Wat
er R
educe
r (A
ST
M C
-49
4)
1
6.3
5 l
bs.
Air
entr
ain
men
t
5%
by v
olu
me,
use
per
man
ufa
cture
rs
spec
ific
atio
ns
Fib
er r
einfo
rcem
ent
1.5
lb
s/ C
Y m
icro
fib
ers,
as
spec
ifie
d b
elo
w
Fib
er r
einfo
rcem
ent
for
all
concr
ete
pav
em
ents
shal
l b
e M
atri
x M
ono
fila
ment
Mic
rofi
ber
as
man
ufa
cture
d b
y F
RC
Ind
ust
ries
or
app
roved
eq
ual
, ap
pli
ed t
hro
ug
ho
ut
the
concr
ete
mix
ture
. A
lter
nat
e
pro
duct
s m
ust
be
pre
app
roved
by t
he
Par
ish
En
gin
eer
in w
riti
ng.
Cel
lulo
se (
trea
ted
or
untr
eat
ed),
AR
gla
ss,
nylo
n,
and
po
lyest
er f
iber
s ar
e sp
ecif
ical
ly p
rohib
ited
fro
m u
se.
Fib
rill
ated
and
sel
f-fi
bri
llat
ing
fib
ers
are
also
sp
ecif
icall
y p
rohib
ited
.
Fib
er r
einfo
rcem
ent
shal
l b
e ap
pli
ed a
t th
e p
lan
t. T
he
bag
s m
ust
be
bro
ken
bef
ore
mix
ing
. B
ag
size
shal
l b
e o
ne
(1)
po
und
.
D
am
aged
, m
issi
ng,
and
/ o
r new
do
wel
bar
s (l
ongit
ud
inal
/ tr
ansv
erse
) an
d S
tarl
ug
s sh
all
be
rep
lace
d,
#9
x 1
8"
pai
nte
d s
mo
oth
do
wel
bar
s o
n 1
8"
cente
rs s
hall
be
use
d u
nle
ss d
irec
ted
oth
erw
ise
by
the
Par
ish E
ngin
eer.
T
he
bar
s sh
all
be
dri
lled
and
do
wel
ed i
nto
the
exis
tin
g p
avem
ent
by d
rill
ing 1
½"
ho
les
to a
dep
th o
f 9
" an
d f
illi
ng w
ith a
n a
pp
roved
ep
oxy g
rout
bef
ore
inse
rtio
n o
f th
e d
ow
el b
ars.
A
ny
def
orm
ed b
ars
for
longit
ud
inal
join
ts o
r w
eld
ed w
ire
fab
ric
wil
l b
e in
cid
enta
l to
the
bid
unit
pri
ces
und
er
this
ite
m.
All
co
sts
incu
rred
fo
r th
is t
ask w
ill
be
incid
enta
l to
bid
unit
pri
ces
und
er c
oncr
ete
pav
ing.
Bid
pri
ces
shal
l al
so i
ncl
ud
e ad
equat
e cu
rin
g o
f th
e co
ncr
ete
pla
ced
and
the
pro
per
sea
ling o
f co
ntr
acti
on a
nd
exp
ansi
on j
oin
ts.
The
Co
ntr
acto
r is
ad
vis
ed t
hat
the
wo
rk a
lon
g r
oad
ways
wil
l nec
essa
rily
be
do
ne
wit
h a
sp
lit-
pav
ing m
eth
od
. I
t w
ill
be
imp
ort
ant
to h
ave
at l
east
one
sid
e o
f th
e ro
adw
ay o
pen
to
tra
ffic
when
wo
rker
s
are
no
t p
rese
nt.
Na
me:
Gre
enle
av
es B
lvd
.
(R
04
D0
60
)
Wo
rk O
rder
Nu
mb
er:
29
65
34
P
ag
e 5
of
5
Beg
in @
Sta
. 0
+0
0 @
Va
rio
us
Ma
rked
Pa
nel
s
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
FIB
ER
-RE
INF
OR
CE
D P
OR
TL
AN
D C
EM
EN
T C
ON
CR
ET
E R
OA
DW
AY
S
T
his
ite
m c
over
s th
e fu
rnis
hin
g o
f al
l m
ater
ials
and
in
stal
lati
on o
f P
CC
ro
adw
ay p
avem
ents
fo
r th
ick
nes
s as
sho
wn.
M
ix f
or
1 C
.Y.
28
-day
str
ength
40
00
psi
Cem
ent
(AS
TM
C-1
50
, T
yp
e I/
II)
4
.64
sac
ks
(43
6 l
bs.
)
Fly
Ash
(A
ST
M C
-61
8)
1.1
6 s
acks
(10
9 l
bs.
)
Gra
vel
(A
ST
M C
-33
, G
rad
e A
)
17
75
lb
s.
San
d (
AS
TM
C-3
3)
1
22
6 l
bs.
Wat
er (
po
tab
le)
3
0 g
allo
ns
(25
0 l
bs.
)
Typ
e A
Wat
er R
educe
r (A
ST
M C
-49
4)
1
6.3
5 l
bs.
Air
entr
ain
ment
5
% b
y v
olu
me,
use
per
man
ufa
cture
rs s
pec
ific
atio
ns
Fib
er r
einfo
rcem
ent
1.5
lb
s/ C
Y m
icro
fib
ers,
as
spec
ifie
d b
elo
w
Fib
er r
einfo
rcem
ent
for
all
concr
ete
pav
em
ents
shal
l b
e M
atri
x M
ono
fila
ment
Mic
rofi
ber
as
manu
fact
ure
d b
y F
RC
Ind
ust
ries
or
app
roved
eq
ual
, ap
pli
ed t
hro
ug
ho
ut
the
concr
ete
mix
ture
. A
lter
nat
e p
rod
uct
s m
ust
be
pre
appro
ved
by t
he P
aris
h E
ngin
eer
in w
riti
ng.
Cel
lulo
se (
trea
ted
or
untr
eate
d),
AR
gla
ss,
nylo
n,
and
po
lyes
ter
fib
ers
are
spec
ific
ally
pro
hib
ited
fro
m u
se.
Fib
rill
ated
and
sel
f-fi
bri
llat
ing f
iber
s ar
e a
lso
sp
ecif
ical
ly p
rohib
ited
.
Fib
er r
einfo
rcem
ent
shal
l b
e ap
pli
ed a
t th
e p
lan
t. T
he
bag
s m
ust
be
bro
ken
bef
ore
mix
ing
. B
ag s
ize
shal
l b
e o
ne
(1)
pound
.
D
am
aged
, m
issi
ng,
and
/ o
r new
do
wel
bar
s (l
ongit
ud
inal
/ tr
ansv
erse
) an
d S
tarl
ug
s sh
all
be
rep
lace
d, #
9 x
18"
pai
nte
d s
mo
oth
do
wel
bar
s o
n 1
8"
cente
rs s
hal
l b
e u
sed
unle
ss d
irec
ted
oth
erw
ise
by t
he
Par
ish E
ngin
eer.
The
bar
s sh
all
be
dri
lled
and
do
wel
ed i
nto
the
exis
tin
g p
avem
ent
by d
rill
ing 1
½"
ho
les
to a
dep
th o
f 9
" an
d f
illi
ng w
ith a
n a
pp
roved
ep
oxy g
rout
bef
ore
inse
rtio
n o
f th
e d
ow
el b
ars.
A
ny d
efo
rmed
bar
s fo
r lo
ng
itu
din
al j
oin
ts o
r
wel
ded
wir
e fa
bri
c w
ill
be
incid
enta
l to
the
bid
un
it p
rice
s u
nd
er t
his
ite
m.
All
co
sts
incu
rred
fo
r th
is t
ask w
ill
be
inci
den
tal
to b
id u
nit
pri
ces
und
er c
oncr
ete
pav
ing.
Bid
pri
ces
shal
l al
so i
ncl
ud
e ad
equat
e cu
rin
g o
f th
e co
ncr
ete
pla
ced
and
the
pro
per
sea
lin
g o
f co
ntr
acti
on a
nd
exp
ansi
on j
oin
ts.
The
Co
ntr
acto
r is
ad
vis
ed t
hat
the
wo
rk a
lon
g r
oad
ways
wil
l nec
essa
rily
be
do
ne
wit
h a
sp
lit-
pav
ing m
etho
d.
It
wil
l b
e im
po
rtant
to h
ave
at l
east
one
sid
e o
f th
e ro
adw
ay o
pen
to
tra
ffic
when w
ork
ers
are
no
t p
rese
nt.
Bid
pri
ces
sho
uld
incl
ud
e al
l co
sts
for
lab
or,
eq
uip
ment,
and
mate
rial
s nec
essa
ry t
o p
rovid
e fi
nis
hed
Po
rtla
nd
Cem
ent
Co
ncr
ete
pa
vin
g,
in p
lace
, as
des
crib
ed u
nd
er t
his
ite
m o
f th
e p
rop
osa
l.
All
req
uir
ed j
oin
tin
g m
ate
rial
s sh
ould
be
incl
ud
ed i
n p
rice
bid
und
er e
ach i
tem
. M
etho
d o
f jo
inti
ng s
hal
l b
e th
e sa
me
as t
he
exis
tin
g j
oin
ts i
n t
he
area
of
wo
rk.
Bid
pri
ces
und
er t
his
ite
m s
hal
l al
so i
ncl
ud
e co
st o
f p
rovid
ing e
ngin
eeri
ng/
surv
eyin
g f
or
alig
nm
ent,
gra
de,
pro
file
, su
rvey s
takes
, and
to
po
gra
ph
y w
hen n
ecess
ary a
nd
as
req
uir
ed t
o i
mp
rove
the
road
way a
lig
nm
ent,
curb
and
gutt
er l
ayo
ut,
dra
in l
ine
inst
alla
tio
n,
etc.
T
his
incl
ud
es
new
ro
ad,
exte
nsi
on o
f exis
tin
g r
oad
, an
d t
urn
ing l
anes,
par
kin
g l
ots
, b
ike,
and
wal
kin
g t
rail
s, e
tc.
A
ll l
ayo
uts
shal
l b
e th
e re
spo
nsi
bil
ity o
f th
e co
ntr
acto
r.
The
Co
ntr
acto
r sh
all
be
resp
onsi
ble
fo
r d
isp
osa
l o
f al
l co
nst
ruct
ion m
ater
ials
.
Co
ncr
ete
pav
em
ent
shal
l b
e cu
red
sev
en (
7)
day
s u
nle
ss o
therw
ise
app
roved
by t
he
Par
ish E
ngin
eer.
Co
ntr
acto
r m
ay u
se "
hig
h e
arly
" st
ren
gth
co
ncr
ete
(3-d
ay c
uri
ng p
erio
d)
at h
is d
iscr
etio
n,
wit
h t
he
app
roval
of
the
Co
nst
ruct
ion M
anager
at
no
ad
dit
ional
co
st.
Co
ntr
acto
r sh
all
be
resp
onsi
ble
fo
r p
rop
er o
ver
sig
ht
and
pro
tect
ion o
f th
e p
avem
ent
duri
ng t
he
init
ial
curi
ng t
ime
un
til
the
concr
ete
is s
uff
icie
ntl
y s
et t
o r
esis
t m
arri
ng o
r van
dal
ism
.
Na
me:
G
reen
lea
ves
Blv
d
(R0
4D
060
)
Wo
rk O
rder
Nu
mb
er:
2
96
534
P
ag
e 1 o
f 5
Beg
in @
Sta
. 0
+0
0 @
Pa
nel
s m
ark
ed
in
th
e fi
eld
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
G
en
era
l No
tes:
1
. C
on
trac
tor
shal
l fie
ld v
erif
y al
l qu
anti
ties
an
d m
easu
rem
ents
. 2
. C
on
trac
tor
shal
l be
resp
on
sib
le f
or
loca
tin
g an
d p
rote
ctin
g al
l exi
stin
g u
tilit
ies.
3
. Tw
o-w
ay t
raff
ic s
hal
l b
e m
ain
tain
ed a
t al
l ti
me
s d
uri
ng
con
stru
ctio
n.
Co
ntr
acto
r sh
all
hav
e
flag
men
on
bo
th e
nd
s o
f w
ork
zo
ne.
If
Po
lice
det
ails
are
use
d f
or
traf
fic
con
tro
l th
is d
oes
no
t ta
ke t
he
pla
ce o
f fl
ag m
en.
4.
Co
nst
ruct
ion
wo
rk s
hal
l n
ot
be
gin
un
til
sign
s, b
arri
cad
es,
pro
ject
sig
ns
and
oth
er
traf
fic
de
vice
s h
ave
be
en
ere
cte
d a
nd
ap
pro
ved
. C
on
trac
tor
shal
l mai
nta
in p
roje
ct a
nd
co
nst
ruct
ion
si
gns.
5
. A
ll ex
isti
ng
sew
er li
ne
s sh
all b
e ti
ed-i
n a
t n
o d
irec
t p
ay.
6.
Asp
hal
t an
d c
on
cret
e d
rive
way
tie
-in
s sh
all b
e ti
ed in
to
exi
stin
g su
rfac
e m
ater
ial.
7
. A
t al
l in
ters
ecti
ng
asp
hal
t ro
ads,
co
ntr
acto
r sh
all m
ill 1
½”d
eep
an
d 6
’ in
to in
ters
ect
ing
road
fo
r a
smo
oth
an
d c
lean
tra
nsi
tio
n.
See
Det
ail a
ttac
hed
wit
h B
id P
rop
osa
l.
8.
An
y ad
dit
ion
al w
ork
per
form
ed b
y th
e co
ntr
acto
r w
ith
ou
t p
rio
r w
ritt
en
ap
pro
val
fro
m S
t Ta
mm
any
Par
ish
D
epar
tmen
t o
f En
gin
eeri
ng,
th
e co
st
of
the
wo
rk
will
b
e b
orn
e b
y th
e co
ntr
acto
r an
d w
ill n
ot
be
reim
bu
rsed
by
the
Par
ish
. 9
. C
on
trac
tor
shal
l en
sure
ro
adw
ay
and
sh
ou
lder
s d
rain
ac
cord
ingl
y w
ith
ou
t an
y su
rfac
e
po
nd
ing/
”bir
d b
ath
s” a
fter
rai
n e
ven
ts.
10
. M
ater
ials
Te
stin
g:
All
req
uir
ed
tes
tin
g an
d r
epo
rtin
g sh
all
be
the
con
trac
tor’
s re
spo
nsi
bili
ty a
t n
o d
irec
t p
ay.
Sam
plin
g an
d T
est
ing
will
be
per
form
ed i
n a
cco
rdan
ce w
ith
th
e St
. Ta
mm
any
Par
ish
Ro
adw
ay T
esti
ng
and
In
spec
tio
n S
tan
dar
ds
for
Res
iden
tial
Su
bd
ivis
ion
s (A
ttac
he
d w
ith
B
id
Pro
po
sal)
an
d
LAD
OTD
St
and
ard
Sp
ecif
icat
ion
s fo
r R
oad
s an
d
Bri
dge
s,
Late
st
Ed
itio
n,
Sect
ion
10
1 a
nd
10
6.
11
. R
oad
s an
d s
urr
ou
nd
ing
area
s sh
all
be
dre
ssed
aft
er 3
cal
end
ar d
ays
and
no
lat
er t
han
10
ca
len
dar
day
s o
f fi
nal
asp
hal
t w
eari
ng
cou
rse.
La
te F
ee
of
$1
.00
per
Lin
ear
Foo
t p
er C
alen
dar
D
ay s
hal
l be
char
ged
if n
ot
com
ple
ted
wit
h t
he
spec
ifie
d t
ime
fram
e.
12
. If
dee
p p
atch
ing
is r
equ
ired
, th
e co
ntr
acto
r is
to
co
mp
act
at a
min
imu
m t
wo
eq
ual
lift
s.
P
roje
ct S
um
mar
y:
Co
ntr
acto
r sh
all p
rovi
de
all l
abo
r, m
ate
rial
s, e
qu
ipm
ent
and
su
per
visi
on
nec
essa
ry t
o
Re
mo
ve, R
ep
lace
an
d/o
r R
epai
r C
on
cre
te P
ane
ls a
nd
Co
ncr
ete
Ro
llove
r C
urb
s.
72
7-0
1
Mo
bili
zati
on
: A
ll la
bo
r an
d m
ater
ials
nec
ess
ary
to a
cco
mp
lish
pre
par
ato
ry w
ork
an
d o
per
atio
ns,
in
clu
din
g th
ose
nec
ess
ary
for
mo
vem
ent
of
per
son
nel
, eq
uip
men
t, s
up
plie
s an
d in
cid
enta
ls t
o t
he
pro
ject
sit
e.
1
Lum
p S
um
Na
me:
G
reen
lea
ves
Blv
d
(R0
4D
060
)
Wo
rk O
rder
Nu
mb
er:
2
96
534
P
ag
e 2 o
f 5
Beg
in @
Sta
. 0
+0
0 @
Pa
nel
s m
ark
ed
in
th
e fi
eld
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
71
3-0
1
Tem
po
rary
Sig
ns
and
Bar
rica
de
s: A
ll la
bo
r, m
ater
ials
, eq
uip
men
t an
d s
up
ervi
sio
n n
ece
ssar
y to
fu
rnis
h,
inst
all,
mai
nta
in a
nd
rem
ove
tem
po
rary
co
nst
ruct
ion
bar
rica
des
, pre
cast
co
ncr
ete
bar
rier
s, li
ghts
, si
gnal
s, p
avem
ent
mar
kin
gs a
nd
sig
ns,
in
clu
din
g p
roje
ct s
ign
s; p
rovi
din
g f
lagg
ers;
an
d c
om
ply
ing
wit
h
all o
ther
req
uir
emen
ts r
ega
rdin
g th
e p
rote
ctio
n o
f th
e w
ork
, wo
rker
s an
d s
afet
y o
f th
e p
ub
lic.
Un
less
o
ther
wis
e n
ote
d in
th
e p
lan
s o
r sp
ecia
l pro
visi
on
s th
is w
ork
als
o in
clu
des
tra
ffic
co
ntr
ol m
anag
emen
t in
co
mp
lian
ce w
ith
co
ntr
act
do
cum
ents
an
d t
he
Man
ual
on
Un
ifo
rm T
raff
ic C
on
tro
l De
vice
s (M
UTC
D),
in
clu
din
g th
e in
stal
lati
on
, in
spec
tio
n, m
ain
ten
ance
, an
d r
emo
val o
f al
l tra
ffic
co
ntr
ol d
evic
es o
n t
he
pro
ject
. Th
is it
em s
hal
l no
t b
e co
nst
rued
to
rel
ieve
th
e co
ntr
acto
r o
f re
spo
nsi
bili
tie
s fo
r th
e sa
fety
of
the
pu
blic
, fo
r lia
bili
ty in
co
nn
ecti
on
th
erew
ith
, or
com
plia
nce
wit
h S
tate
an
d lo
cal l
aws
or
ord
inan
ces.
Si
gns,
bar
rica
de
s, b
arri
ers,
ch
ann
eliz
ing
dev
ices
, pav
emen
t m
arki
ngs
, etc
., s
hal
l co
mp
ly w
ith
pla
n d
etai
ls,
the
MU
TCD
an
d S
ecti
on
71
3 o
f LA
DO
TD S
tan
dar
d S
pec
ific
atio
ns
for
Ro
ads
and
Bri
dge
s, L
ates
t Ed
itio
n.
Co
nst
ruct
ion
wo
rk s
hal
l no
t b
egin
un
til s
ign
s, b
arri
cad
es,
pro
ject
sig
ns
and
oth
er t
raff
ic d
evic
es
hav
e b
een
ere
cted
an
d a
pp
rove
d.
1
Lum
p S
um
Na
me:
G
reen
lea
ves
Blv
d
(R0
4D
060
)
Wo
rk O
rder
Nu
mb
er:
2
96
534
P
ag
e 3 o
f 5
Beg
in @
Sta
. 0
+0
0 @
Pa
nel
s m
ark
ed
in
th
e fi
eld
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
70
6-0
3-
00
50
0
Re
mo
ve/R
ep
lace
/Re
pai
r C
on
cre
te P
ane
ls a
nd
Co
ncr
ete
Ro
llove
r C
urb
:
All
lab
or,
mat
eria
ls, e
qu
ipm
ent
and
su
per
visi
on
nec
ess
ary
to, i
n a
cco
rdan
ce w
ith
th
ese
sp
eci
fica
tio
ns,
Rem
ove
/Rep
lace
/Rep
air
Co
ncr
ete
Pav
em
ent
Det
ail,
Ro
llove
r C
urb
Det
ail a
nd
LA
DO
TD S
tan
dar
d S
pec
ific
atio
ns
for
Ro
ads
and
Bri
dge
s,
Sect
ion
70
6 a
nd
Se
ctio
n 2
02
.03
(a),
Lat
est
Edit
ion
. C
on
trac
tor
shal
l be
re
spo
nsi
ble
fo
r re
mo
val o
f co
ncr
ete
an
d a
ll b
ase
mat
eri
als
to a
de
pth
of
8”
be
low
th
e b
ott
om
gra
de
of
the
ne
w 8
” th
ick
con
cre
te
pan
el.
Re
pla
cem
en
t b
ase
mat
eri
al s
hal
l be
Riv
er
San
d o
r P
um
pe
d S
and
. B
ase
rep
air
and
/or
pat
ch is
n
ot
limit
ed t
o a
sq
uar
e ya
rdag
e q
uan
tity
, bu
t m
ay in
clu
de
the
enti
re p
anel
if d
irec
ted
by
Dep
artm
ent
of
Pu
blic
Wo
rks
insp
ecti
on
sta
ff. T
his
ite
m is
at
no
dir
ect
pay
. P
rio
r to
co
ntr
acto
r p
ou
rin
g re
pla
cem
ent
con
cret
e p
anel
an
d r
ollo
ver
curb
, bas
e m
ater
ial s
hal
l be
exam
ined
by
pro
ject
insp
ecto
r. C
on
trac
tor
shal
l in
spec
t th
e p
roje
ct s
ite
and
bid
acc
ord
ingl
y.
Pan
els
iden
tifi
ed f
or
rem
ova
l an
d r
epla
cem
en
t n
ext
to
and
/or
adja
cen
t to
new
pan
els
shal
l be
saw
-cu
t al
on
g th
e ad
join
ing
edge
. A
ny
dam
age
cau
sed
by
con
trac
tor
op
erat
ion
s sh
all b
e r
epai
red
imm
edia
tely
at
no
dir
ect
pay
. R
ep
lace
me
nt
pan
els
sh
all b
e F
ibe
r re
info
rce
d, 4
00
0p
si, 8
” th
ick
con
cre
te, w
ith
#9
x 1
8”
smo
oth
do
we
l b
ars
into
exi
stin
g co
ncr
ete
pav
em
en
t @
18
” o
n-c
en
ter
for
bu
tt/c
on
stru
ctio
n jo
ints
. Use
#4
de
form
ed
b
ar f
or
lon
gitu
din
al jo
ints
2’ o
n c
en
ter.
Wh
en
cu
rbin
g is
no
t p
ou
red
mo
no
lith
ic, c
urb
pin
s sh
all b
e
add
ed
@ 1
8”
on
cen
ter.
Se
e C
on
cre
te P
ane
l Re
pla
cem
en
t D
eta
il an
d R
ollo
ver
Cu
rb D
eta
il A
nd
fib
er
spe
cifi
cati
on
sh
ee
t.
Join
ts s
hal
l be
rep
lace
d in
-kin
d, t
o in
clu
de
bu
t n
ot
limit
ed t
o e
xpan
sio
n jo
ints
, co
ntr
ol j
oin
ts, e
tc.,
an
d
seal
ed w
ith
ap
pro
ved
join
t se
alin
g m
ater
ial.
B
roke
n c
on
cret
e sh
all b
e re
mo
ved
an
d h
aule
d t
o a
n a
rea
iden
tifi
ed b
y p
roje
ct in
spec
tor
at n
o d
irec
t p
ay.
20
0
Squ
are
Yar
d
Na
me:
G
reen
lea
ves
Blv
d
(R0
4D
060
)
Wo
rk O
rder
Nu
mb
er:
2
96
534
P
ag
e 4 o
f 5
Beg
in @
Sta
. 0
+0
0 @
Pa
nel
s m
ark
ed
in
th
e fi
eld
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
F
IBE
R-R
EIN
FO
RC
ED
PO
RT
LA
ND
CE
ME
NT
CO
NC
RE
TE
RO
AD
WA
YS
This
ite
m c
over
s th
e fu
rnis
hin
g o
f al
l m
ater
ials
and
in
stal
lati
on o
f P
CC
ro
adw
ay p
avem
ents
fo
r
thic
kness
as
sho
wn
.
Mix
fo
r 1
C.Y
. of
Fib
er-R
ein
forc
ed C
on
crete
– S
idew
alk
s &
Driv
ewa
ys
28
-day
str
ength
40
00
psi
Cem
ent
(AS
TM
C-1
50
, T
yp
e I/
II)
4
.64
sac
ks
(43
6 l
bs.
)
Fly
Ash
(A
ST
M C
-61
8)
1.1
6 s
acks(
10
9 l
bs.
)
Gra
vel
(A
ST
M C
-33
, G
rad
e A
)
17
75
lb
s.
San
d (
AS
TM
C-3
3)
1
22
6 l
bs.
Wat
er (
po
tab
le)
3
0 g
allo
ns
(25
0 l
bs.
)
Typ
e A
Wat
er R
educe
r (A
ST
M C
-49
4)
1
6.3
5 l
bs.
Air
entr
ain
ment
5
% b
y v
olu
me,
use
per
man
ufa
cture
rs
spec
ific
atio
ns
Fib
er r
einfo
rcem
ent
1.5
lb
s/ C
Y m
icro
fib
ers,
as
spec
ifie
d b
elo
w
Fib
er r
einfo
rcem
ent
for
all
concr
ete
pav
em
ents
shal
l b
e M
atri
x M
ono
fila
ment
Mic
rofi
ber
as
man
ufa
cture
d b
y F
RC
Ind
ust
ries
or
app
roved
eq
ual
, ap
pli
ed t
hro
ug
ho
ut
the
concr
ete m
ixtu
re.
Alt
ernat
e
pro
duct
s m
ust
be
pre
app
roved
by t
he
Par
ish
En
gin
eer
in w
riti
ng.
Cel
lulo
se (
trea
ted
or
untr
eat
ed),
AR
gla
ss,
nylo
n,
and
po
lyest
er f
iber
s ar
e sp
ecif
ical
ly p
rohib
ited
fro
m u
se.
Fib
rill
ated
and
sel
f-fi
bri
llat
ing
fib
ers
are
also
sp
ecif
icall
y p
rohib
ited
.
Fib
er r
einfo
rcem
ent
shal
l b
e ap
pli
ed a
t th
e p
lan
t. T
he
bag
s m
ust
be
bro
ken
bef
ore
mix
ing
. B
ag
size
shal
l b
e o
ne
(1)
po
und
.
D
am
aged
, m
issi
ng,
and
/ o
r new
do
wel
bar
s (l
ongit
ud
inal
/ tr
ansv
erse
) an
d S
tarl
ug
s sh
all
be
rep
lace
d,
#9
x 1
8"
pai
nte
d s
mo
oth
do
wel
bar
s o
n 1
8"
cente
rs s
hall
be
use
d u
nle
ss d
irec
ted
oth
erw
ise
by
the
Par
ish E
ngin
eer.
T
he
bar
s sh
all
be
dri
lled
and
do
wel
ed i
nto
the
exis
tin
g p
avem
ent
by d
rill
ing 1
½"
ho
les
to a
dep
th o
f 9
" an
d f
illi
ng w
ith a
n a
pp
roved
ep
oxy g
rout
bef
ore
inse
rtio
n o
f th
e d
ow
el b
ars.
A
ny
def
orm
ed b
ars
for
longit
ud
inal
join
ts o
r w
eld
ed w
ire
fab
ric
wil
l b
e in
cid
enta
l to
the
bid
unit
pri
ces
und
er
this
ite
m.
All
co
sts
incu
rred
fo
r th
is t
ask w
ill
be
incid
enta
l to
bid
unit
pri
ces
und
er c
oncr
ete
pav
ing.
Bid
pri
ces
shal
l al
so i
ncl
ud
e ad
equat
e cu
rin
g o
f th
e co
ncr
ete
pla
ced
and
the
pro
per
sea
ling o
f co
ntr
acti
on a
nd
exp
ansi
on j
oin
ts.
The
Co
ntr
acto
r is
ad
vis
ed t
hat
the
wo
rk a
lon
g r
oad
ways
wil
l nec
essa
rily
be
do
ne
wit
h a
sp
lit-
pav
ing m
eth
od
. I
t w
ill
be
imp
ort
ant
to h
ave
at l
east
one
sid
e o
f th
e ro
adw
ay o
pen
to
tra
ffic
when
wo
rker
s
are
no
t p
rese
nt.
Na
me:
G
reen
lea
ves
Blv
d
(R0
4D
060
)
Wo
rk O
rder
Nu
mb
er:
2
96
534
P
ag
e 5 o
f 5
Beg
in @
Sta
. 0
+0
0 @
Pa
nel
s m
ark
ed
in
th
e fi
eld
It
em
De
scri
pti
on
L
en
gth
W
idth
Q
ua
nti
ty
Un
it
All
Wo
rk S
ha
ll C
on
form
to
Lo
uis
ian
a S
tan
da
rd S
pe
cifi
cati
on
s fo
r R
oa
ds
an
d B
rid
ge
s, L
ate
st E
dit
ion
4
/5/1
8
FIB
ER
-RE
INF
OR
CE
D P
OR
TL
AN
D C
EM
EN
T C
ON
CR
ET
E R
OA
DW
AY
S
T
his
ite
m c
over
s th
e fu
rnis
hin
g o
f al
l m
ater
ials
and
in
stal
lati
on o
f P
CC
ro
adw
ay p
avem
ents
fo
r th
ick
nes
s as
sho
wn.
Mix
fo
r 1
C.Y
. of
Fib
er-R
ein
forc
ed C
on
crete
– S
idew
alk
s &
Driv
ewa
ys
28
-day
str
ength
40
00
psi
Cem
ent
(AS
TM
C-1
50
, T
yp
e I/
II)
4
.64
sac
ks
(43
6 l
bs.
)
Fly
Ash
(A
ST
M C
-61
8)
1.1
6 s
acks(
10
9 l
bs.
)
Gra
vel
(A
ST
M C
-33
, G
rad
e A
)
17
75
lb
s.
San
d (
AS
TM
C-3
3)
1
22
6 l
bs.
Wat
er (
po
tab
le)
3
0 g
allo
ns
(25
0 l
bs.
)
Typ
e A
Wat
er R
educe
r (A
ST
M C
-49
4)
1
6.3
5 l
bs.
Air
entr
ain
ment
5
% b
y v
olu
me,
use
per
man
ufa
cture
rs s
pec
ific
atio
ns
Fib
er r
einfo
rcem
ent
1.5
lb
s/ C
Y m
icro
fib
ers,
as
spec
ifie
d b
elo
w
Fib
er r
einfo
rcem
ent
for
all
co
ncr
ete
pav
em
ents
shal
l b
e M
atri
x M
ono
fila
ment
Mic
rofi
ber
as
manu
fact
ure
d b
y F
RC
Ind
ust
ries
or
app
roved
eq
ual
, ap
pli
ed t
hro
ug
ho
ut
the
concr
ete
mix
ture
. A
lter
nat
e p
rod
uct
s m
ust
be
pre
appro
ved
by t
he
Par
ish
En
gin
eer
in w
riti
ng.
Cel
lulo
se (
trea
ted
or
untr
eate
d),
AR
gla
ss,
nylo
n,
and
po
lyes
ter
fib
ers
are
spec
ific
ally
pro
hib
ited
fro
m u
se.
Fib
rill
ated
and
sel
f-fi
bri
llat
ing f
iber
s ar
e a
lso
sp
ecif
ical
ly p
rohib
ited
.
Fib
er r
einfo
rcem
ent
shal
l b
e ap
pli
ed a
t th
e p
lan
t. T
he
bag
s m
ust
be
bro
ken
bef
ore
mix
ing
. B
ag s
ize
shal
l b
e o
ne
(1)
pound
.
D
am
aged
, m
issi
ng,
and
/ o
r new
do
wel
bar
s (l
ongit
ud
inal
/ tr
ansv
erse
) an
d S
tarl
ug
s sh
all
be
rep
lace
d, #
9 x
18"
pai
nte
d s
mo
oth
do
wel
bar
s o
n 1
8"
cente
rs s
hal
l b
e u
sed
unle
ss d
irec
ted
oth
erw
ise
by t
he
Par
ish E
ngin
eer.
The
bar
s sh
all
be
dri
lled
and
do
wel
ed i
nto
the
exis
tin
g p
avem
ent
by d
rill
ing 1
½"
ho
les
to a
dep
th o
f 9
" an
d f
illi
ng w
ith a
n a
pp
roved
ep
oxy g
rout
bef
ore
inse
rtio
n o
f th
e d
ow
el b
ars.
A
ny d
efo
rmed
bar
s fo
r lo
ng
itu
din
al j
oin
ts o
r
wel
ded
wir
e fa
bri
c w
ill
be
incid
enta
l to
the
bid
un
it p
rice
s u
nd
er t
his
ite
m.
All
co
sts
incu
rred
fo
r th
is t
ask w
ill
be
inci
den
tal
to b
id u
nit
pri
ces
und
er c
oncr
ete
pav
ing.
Bid
pri
ces
shal
l al
so i
ncl
ud
e ad
equat
e cu
rin
g o
f th
e co
ncr
ete
pla
ced
and
the
pro
per
sea
lin
g o
f co
ntr
acti
on a
nd
exp
ansi
on j
oin
ts.
The
Co
ntr
acto
r is
ad
vis
ed t
hat
the
wo
rk a
lon
g r
oad
ways
wil
l nec
essa
rily
be
do
ne
wit
h a
sp
lit-
pav
ing m
etho
d.
It
wil
l b
e im
po
rtant
to h
ave
at l
east
one
sid
e o
f th
e ro
adw
ay o
pen
to
tra
ffic
when w
ork
ers
are
no
t p
rese
nt.
Bid
pri
ces
sho
uld
incl
ud
e al
l co
sts
for
lab
or,
eq
uip
ment,
and
mate
rial
s nec
essa
ry t
o p
rovid
e fi
nis
hed
Po
rtla
nd
Cem
ent
Co
ncr
ete
pav
ing,
in p
lace
, as
des
crib
ed u
nd
er t
his
ite
m o
f th
e p
rop
osa
l.
All
req
uir
ed j
oin
tin
g m
ate
rial
s sh
ould
be
incl
ud
ed i
n p
rice
bid
und
er e
ach i
tem
. M
etho
d o
f jo
inti
ng s
hal
l b
e th
e sa
me
as t
he
exis
tin
g j
oin
ts i
n t
he
area
of
wo
rk.
Bid
pri
ces
und
er t
his
ite
m s
hal
l al
so i
ncl
ud
e co
st o
f p
rovid
ing e
ngin
eeri
ng/
surv
eyin
g f
or
alig
nm
ent,
gra
de,
pro
file
, su
rvey s
takes
, and
to
po
gra
ph
y w
hen n
ecess
ary a
nd
as
req
uir
ed t
o i
mp
rove
the
road
way a
lig
nm
ent,
curb
and
gutt
er l
ayo
ut,
dra
in l
ine
inst
alla
tio
n,
etc.
T
his
incl
ud
es
new
ro
ad,
exte
nsi
on o
f exis
tin
g r
oad
, an
d t
urn
ing l
anes,
par
kin
g l
ots
, b
ike,
and
wal
kin
g t
rail
s, e
tc.
A
ll l
ayo
uts
shal
l b
e th
e re
spo
nsi
bil
ity o
f th
e co
ntr
acto
r. T
he
Co
ntr
acto
r sh
all
be
resp
onsi
ble
fo
r d
isp
osa
l o
f al
l co
nst
ruct
ion m
ater
ials
.
Co
ncr
ete
pav
em
ent
shal
l b
e cu
red
sev
en (
7)
day
s u
nle
ss o
therw
ise
app
roved
by t
he
Par
ish E
ngin
eer.
Co
ntr
acto
r m
ay u
se "
hig
h e
arly
" st
ren
gth
co
ncr
ete
(3-d
ay c
uri
ng p
erio
d)
at h
is d
iscr
etio
n,
wit
h t
he
app
roval
of
the
Co
nst
ruct
ion M
anager
at
no
ad
dit
ional
co
st.
Co
ntr
acto
r sh
all
be
resp
onsi
ble
fo
r p
rop
er o
ver
sig
ht
and
pro
tect
ion o
f th
e p
avem
ent
duri
ng t
he
init
ial
curi
ng t
ime
un
til
the
concr
ete
is s
uff
icie
ntl
y s
et t
o r
esis
t m
arri
ng
or
van
dal
ism
.