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S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED)
I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):
ADDENDUM NO. 1 DATED 4/18/2017 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED
Number Description TOTAL ADDENDA: 1
(Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,
DATE
Contractor
BY Signature
TITLE
ADDRESS
CITY, STATE, ZIP
PHONE
FAX
1 Revised Bid Items; Revised or Added Plan Sheet Nos. 8001-8003, & 8007; Amendment EBS Download Required.
(To be filled in if a corporation)
Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address
Secretary Address
Treasurer Address
The following is my (our) itemized proposal.
BR-0067-01(009)/ 107407301000
Hancock County(ies) Revised 01/26/2016
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
HANCOCK
BR-0067-01(009)/107407301
Bridge Repair on SR 43 at Bayou Lacroix Bridge Nos. 3.3 & 3.3A, known as Federal Aid Project No. BR-0067-01(009) / 107407301 in Hancock County.
Proposal (Sheet 2 - 1)
Roadway Items
Lump Sum0010 618-A001 1 Maintenance of Traffic
Square Feet0020 619-D1001 32 Standard Roadside Construction Signs, Less than 10 Square Feet
Square Feet0030 619-D2001 320 Standard Roadside Construction Signs, 10 Square Feet or More
Linear Feet0040 619-G4005 48 Barricades, Type III, Single Faced
Lump Sum0050 620-A001 1 Mobilization
Bridge Items
Linear Feet0060 202-B169 624 Removal of Joint Material
Linear Feet0070 (S)808-A001 924 Joint Preparation
Ton0080 (S)815-A009 17,476 Loose Riprap, Size 500
Linear Feet0090 907-823-A001 336 Preformed Joint Seal, Type I
Linear Feet0100 907-823-A002 126 Preformed Joint Seal, Type II
Linear Feet0110 907-823-B001 672 Saw Cut, Type I
Cubic Feet0112 907-824-PP005 5 Bridge Repair, Epoxy Repair
Each0120 907-824-PP006 88 Bridge Repair, Bearing Replacement
Each0130 907-824-PP006 24 Bridge Repair, Pressure Wash and Clean Bent
(Date Printed 04/18/17) (Addendum No. 1)
30
10
00
10
74
07
Hancock
BR
-0067-0
1(0
09)
BR
-00
67
-01
(00
9)
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BY
RE
VIS
ION
S
BR
IDG
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IVIS
ION
DE
TA
ILE
D I
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GE
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00
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80
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02
INF
OR
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NS
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05
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IR D
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OR
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NS
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09
-8
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DE
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ET
S
SP
EC
IAL
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N S
HE
ET
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BR
IDG
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GS
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RK
ING
NU
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ER
SH
EE
T N
UM
BE
R
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
8001
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
IN W
AL
KE
R,
P.E
.
CH
EC
KE
R
ISS
UE
DA
TE
DE
P. D
IR. O
F S
TR
UC
TU
RE
S, A
SS
T. S
TA
TE
BR
IDG
E E
NG
INE
ER
- S
CO
TT
WE
ST
ER
FIE
LD
, P
.E.
15
4+
10
.88
& 1
54
+1
0.8
3
BR
ID
GE
S A
T S
TA
.
DI-
BR
DE
TA
ILE
D I
ND
EX
Josh W
ilts
hir
e
7 O
F 7
80
08
JO
INT
RE
PA
IR D
ET
AIL
S C
OM
PR
ES
SIO
N E
XP
AN
SIO
N J
OIN
T
2017-0
1-3
1Josh W
ilts
hir
eP
au
l D
ees
S.R
. 4
3 o
ver B
ay
ou
Lacro
ix -
Brid
ge R
ep
air
3-1
0-2
01
7JL
W8002,8
003,8
007
30
10
00
10
74
07
Hancock
BR
-0067-0
1(0
09)
BR
-00
67
-01
(00
9)
contract.
way
traffic a
t a
ll t
im
es d
urin
g t
he c
ou
rse o
f t
his
Contr
acto
r s
hall
provid
e f
or a
nd m
ain
tain
at
least
one
2.
an
d t
he T
raffic
Co
ntr
ol
Pla
ns i
nclu
ded
in
th
ese p
lan
s.
the M
AN
UA
L O
N U
NIF
OR
M T
RA
FF
IC C
ON
TR
OL
DE
VIC
ES
,
Co
nstr
ucti
on
, 2
00
4 E
dit
ion
, th
e l
ate
st
ed
itio
n o
f
of t
he S
tandard S
pecif
icati
ons o
f R
oad a
nd B
rid
ge
Main
tain
traffic
in a
cco
rd
an
ce w
ith
Secti
on
61
81.M
AIN
TE
NA
NC
E O
F T
RA
FF
IC
INF
OR
MA
TIO
N P
LA
NS
:S
CO
PE
OF
WO
RK
:G
EN
ER
AL
NO
TE
S:
See s
heet n
os. 8
00
8-8018 o
f t
hese p
lans.
1.
Orig
inal
pro
j. n
o.
5-0
10
7(3
)A
Brid
ge R
epair
, P
ressure W
ash a
nd C
lean B
ent
Brid
ge R
epair
, B
earin
g R
epla
cem
ent
Each
Each
88
o
n sh
eet n
o. 8
00
6.
acco
rd
ing
to
th
e N
eo
pren
e P
ad
Bearin
g A
ssem
bly
Deta
ils
Rem
ove a
nd r
epla
ce e
xis
ting b
earin
gs o
n b
rid
ge 1
1258
4.
1
1259 a
ccording t
o d
etails o
n s
heets 8
004 a
nd 8
005.
In
stall r
ip
rap
un
der s
pan
s 7
-1
0 o
f b
rid
ges 1
12
58
an
d
3.
a p
refo
rm
ed
jo
in
t s
eal.
See d
etails o
n s
heet n
o.
80
07
.
Seal a
ll o
pen
jo
in
ts o
n b
rid
ges 1
12
58
an
d 1
12
59
with
2.
"B
ent C
leaning N
ote" o
n s
heet 8
003.
Clean a
ll b
ent c
aps o
n b
ridges 1
1258 a
nd 1
1259. S
ee
1.
for t
his c
ontract
wo
rk
on
Brid
ge 1
12
58
In
dic
ate
s l
imit
s o
f
All
ste
el
shall
be n
ew
.11.
will b
ear o
n a
flat s
urface o
f t
he c
ap.
Ex
isti
ng
an
ch
or b
olt
s s
hall
be r
em
ov
ed
su
ch
th
at
the n
ew
pad
s10.
A709, grade 5
0.
All
ste
el
pla
tes, shall
conform
to A
.S.T
.M. desig
nati
on
9.
to e
nsure p
roper f
it w
ith e
xisting s
tructure.
responsib
le f
or a
dju
sti
ng t
he e
lem
ents
of t
he n
ew
constr
ucti
on
be f
ield
verif
ied
by
th
e C
on
tracto
r.
Th
e C
on
tracto
r s
hall
be
dim
ensio
ns o
f t
he e
xis
ting s
tructu
re a
nd c
learances s
hall
Prio
r t
o f
ab
ric
ati
on
of t
he b
earin
g p
ad
s a
nd
so
le p
late
s,
all
8.
the C
on
tracto
r a
nd
sh
all
be r
em
ov
ed
fro
m t
he c
on
str
ucti
on
sit
e.
that
has a
ccum
ula
ted o
n t
he b
rid
ge c
aps s
hall
becom
e t
he p
roperty
of
fall
s i
nto
the h
ydrauli
c c
rossin
g b
elo
w. A
ll d
ebris
, in
clu
din
g a
ny m
ate
ria
l
Du
rin
g c
on
str
ucti
on
, care s
hall
be e
xercis
ed
to
en
su
re t
hat
no
deb
ris
7.
stru
ctu
re.
ele
men
ts o
f t
he n
ew
co
nstr
ucti
on
to
en
su
re a
pro
per f
it w
ith
th
e e
xis
tin
g
exis
ting s
tructu
re. T
he C
ontr
acto
r s
hall
be r
esponsib
le f
or a
dju
sti
ng t
he
All
deta
ils a
re b
ased
on
th
e d
imen
sio
ns s
ho
wn
on
th
e o
rig
inal
pla
ns f
or t
he
6.
by t
he C
ontractor a
t n
o a
dditional c
ost t
o t
he S
tate.
of t
he p
roject s
hall b
e r
epaired t
o t
he s
atisfaction o
f t
he E
ngineer
An
y d
am
ag
e t
hat
occu
rs t
o t
he e
xis
tin
g s
tru
ctu
re d
urin
g t
he d
urati
on
5.
and s
hall
therefore b
e c
onsid
ered a
n a
bsorbed i
tem
of w
ork.
Wo
rk
fo
r w
hic
h n
o p
ay
ite
m i
s p
ro
vid
ed
wil
l n
ot
be p
aid
fo
r d
irectl
y4.
provid
ed s
uch c
hanges w
ill
not
be c
ause f
or c
ontr
act
pric
e a
dju
stm
ent.
au
tho
riz
ed
b
y t
he D
irecto
r o
f S
tru
ctu
res,
Sta
te B
rid
ge E
ng
ineer
Min
or c
hanges i
n d
eta
il o
f d
esig
n o
r c
onstr
ucti
on p
rocedure m
ay b
e3.
the D
irecto
r o
f S
tru
ctu
res,
Sta
te B
rid
ge E
ng
ineer.
No
ch
an
ge o
f p
lan
s w
ill
be p
erm
itte
d e
xcep
t b
y w
rit
ten
ap
pro
val
of
2.
Constr
ucti
on, 2004.
Specif
icati
ons:
Mis
sis
sip
pi
Sta
ndard S
pecif
icati
ons F
or R
oad a
nd B
rid
ge
1.
24
33
6
Tons
Lin
ear F
t.
Lo
ose R
iprap
, S
ize 5
00
90
7-8
23
-A
00
1P
reform
ed J
oin
t S
eal,
Type I
67
2L
in
ear F
t.
907-823-B
001
80
8-A
00
1Join
t P
reparati
on
Saw
Cu
t,
Ty
pe I
Rem
oval
of J
oin
t M
ate
ria
lL
in
ear F
t.
Lin
ear F
t.
ES
TIM
AT
ED
QU
AN
TIT
IES
Lin
ear F
t.
90
7-8
23
-A
00
2P
refo
rm
ed
Jo
int
Seal,
Ty
pe I
I1
26
62
4
92
4
2017-0
1-3
1Josh W
ilts
hir
eP
au
l D
ees
81
5-A
00
91
7,4
76
90
7-8
24
-P
P0
05
Brid
ge R
ep
air
, E
po
xy
Rep
air
5C
ubic
Feet
20
2-B
16
9
90
7-8
24
-P
P0
06
90
7-8
24
-P
P0
06
1
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
3-10-2017JLW Revised Quantities
8002
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
IN W
AL
KE
R,
P.E
.
CH
EC
KE
R
ISS
UE
DA
TE
DE
P. D
IR. O
F S
TR
UC
TU
RE
S, A
SS
T. S
TA
TE
BR
IDG
E E
NG
INE
ER
- S
CO
TT
WE
ST
ER
FIE
LD
, P
.E.
15
4+
10
.88
& 1
54
+1
0.8
3
BR
ID
GE
S A
T S
TA
.
1 O
F 7
S.R
. 43 O
VE
R B
AY
OU
LA
CR
OIX
BR
IDG
E R
EP
AIR
Josh W
ilts
hir
e
1
30
10
00
10
74
07
Hancock
BR
-0067-0
1(0
09)
BR
-00
67
-01
(00
9)
for t
his c
ontract
wo
rk
on
Brid
ge 1
12
59
In
dic
ate
s l
imit
s o
f
The p
ressure w
asher s
hall
be a
ble
to m
ain
tain
3,5
00 p
si
of p
ressure.
wash
ing
th
e b
en
t cap
s t
o t
he s
ati
sfacti
on
of t
he p
ro
ject
en
gin
eer.
hand. A
ll o
ther d
ebris
(dir
t &
rust)
shall
be r
em
oved b
y p
ressure
Cle
anin
g a
ll b
ent
caps s
hall
be p
erform
ed b
y r
em
ovin
g a
ll l
arge d
ebris
by
1.
BE
NT
CL
EA
NIN
G N
OT
E:
VE
RT
ICA
L J
AC
KIN
G N
OT
ES
:
EP
OX
Y M
OR
TA
R A
ND
RE
PA
IR
INF
OR
MA
TIO
N P
LA
NS
:
NO
TE
:
See s
heet n
os. 8
01
9-8
04
2 o
f t
hese p
lan
s.
1. O
riginal p
roj. no. 46-0032-01-022-10
see s
heet n
o.
80
02
.
For s
cope o
f w
ork a
nd g
eneral
note
s
9
07-824-P
P005:
Brid
ge R
epair
, E
poxy R
epair
.
5. A
ll i
tem
s o
f w
ork r
ela
ted t
o e
poxy r
epair
shall
be p
aid
for u
nder p
ay i
tem
D
. C
urin
g t
ime s
hall
be i
n a
ccordance w
ith t
he M
anufactu
rer's
recom
mendati
ons.
C
. A
ceto
ne a
lcohol m
ay b
e u
sed t
o c
lean a
nd l
ubricate t
row
els.
p
rim
ed
w
ith
n
eat ep
ox
y.
B
. P
rio
r t
o p
lacem
en
t o
f t
he m
ortar m
ix
, th
e p
rep
ared
su
rface s
hall b
e l
ig
htly
epoxy m
aterial.
t
im
e t
o e
nsure t
hat t
he C
ontractor i
s p
roperly s
chooled i
n t
he u
se o
f t
he
A
. A
Rep
resen
tativ
e o
f t
he E
po
xy
Man
ufactu
rer m
ust b
e p
resen
t f
or s
ufficien
t
4.
General:
a
nd
part
cle
an
dry
san
d m
ixed
in
th
e r
ati
o r
eco
mm
en
ded
by
th
e M
an
ufactu
rer.
3.
Ep
ox
y M
orta
r M
ix:
Th
e e
po
xy
mo
rta
r m
ix s
hall
co
nsis
t o
f p
art
liq
uid
ep
ox
y
2.
Sil
ica S
an
d:
Th
e m
ate
ria
ls s
hall
be b
ag
ged
gen
eral
pu
rp
ose c
lean
ing
san
d.
1. E
poxy R
esin
: R
esin
shall
be s
ele
cte
d f
rom
the M
DO
T A
pproved P
roducts
Lis
t.
on
th
e i
nfo
rm
ati
on
pla
ns.
repair
ed w
ith e
poxy m
orta
r s
hall
be r
esto
red t
o t
he o
rig
inal
dim
ensio
ns a
nd d
eta
ils
tools
or p
ressure w
ashin
g (
usin
g 3
500 p
si
pressure). A
ll a
reas o
f t
he b
rid
ge
pack r
ust
has d
evelo
ped a
round o
r o
n r
ein
forcem
ent
shall
be r
em
oved b
y s
mall
hand
co
ncrete
dro
p s
lab
s o
n t
he u
nd
ersid
e o
f t
he b
rid
ge d
eck
. S
pall
ed
areas w
here
En
gin
eer u
sin
g e
po
xy
mo
rta
r.
Rep
air
areas s
hall
in
clu
de,
bu
t are n
ot
lim
ited
to
, th
e
Repair
concrete
spall
ed o
r u
nsound a
reas o
n t
he b
rid
ge a
s d
irecte
d b
y t
he P
roje
ct
rep
aired
by
th
e C
on
tracto
r a
t n
o a
dd
itio
nal c
ost t
o t
he S
tate.
An
y d
am
ag
e t
o t
he b
rid
ge r
esu
ltin
g f
ro
m u
nev
en
or i
mp
ro
per j
ack
ing
sh
all
be
Traffic
sh
all
be m
ain
tain
ed
on
th
e b
rid
ge f
or d
urati
on
of t
he r
ep
air
.
an
y d
iap
hram
s o
r t
he b
ay
s.
com
crete
beam
at
each b
ent
and n
o t
em
porary b
lockin
g w
ill
be a
llow
ed u
nder
Tem
po
rary
blo
ck
ing
po
ints
sh
all
be u
nd
er t
he b
ott
om
fla
ng
e o
f t
he p
restr
essed
are b
eing i
nstalled.
p
ro
vid
ed
to
secu
re t
he b
eam
in
th
is p
osit
ion
wh
ile t
he n
ew
bearin
g a
ssem
bli
es
Afte
r t
he b
eam
ends a
re r
ais
ed i
nto
posit
ion, te
mporary b
lockin
g s
hall
be
d
iap
hrag
ms o
r t
he b
ay
s.
beam
s a
t each b
ent
and n
o j
ackin
g p
oin
ts w
ill
be a
llow
ed u
nder a
ny
Jackin
g p
oin
ts s
hall
be u
nd
er t
he b
ott
om
fla
ng
e o
f t
he p
restr
essed
co
ncrete
ends r
ais
ed u
nif
orm
ly.
All
jacks o
n t
he b
ent
shall
be c
ouple
d t
o a
com
mon m
anif
old
and t
he b
eam
and s
hall b
ear t
he d
esign e
ngineer's
seal.
E
ng
ineer t
hro
ug
h t
he P
ro
ject
En
gin
eer f
or r
ev
iew
prio
r t
o c
on
str
ucti
on
calc
ula
tions s
hall
be s
ubm
itte
d t
o t
he D
irecto
r o
f S
tructu
res, S
tate
Brid
ge
A
co
mp
lete
set
of b
racin
g a
nd
jack
ing
arran
gem
en
t p
lan
s a
lon
g w
ith
desig
n
P
rofessio
nal
Engin
eer w
ho i
s k
now
ledgeable
in t
he f
ield
of B
rid
ge D
esig
n.
The C
ontr
acto
r s
hall
em
plo
y t
he s
erv
ice o
f a
Mis
sis
sip
pi
Regis
tered
required t
o r
aise t
he s
pan e
nds ‚
" a
nd r
eplace e
xisting b
earings.
The C
ontr
acto
r s
hall
provid
e a
dequate
bracin
g a
nd j
ackin
g a
rrangem
ents
as
2017-0
1-3
1Josh W
ilts
hir
eP
au
l D
ees
1
1
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
3-10-2017JLW Revised Note
8003
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
IN W
AL
KE
R,
P.E
.
CH
EC
KE
R
ISS
UE
DA
TE
DE
P. D
IR. O
F S
TR
UC
TU
RE
S, A
SS
T. S
TA
TE
BR
IDG
E E
NG
INE
ER
- S
CO
TT
WE
ST
ER
FIE
LD
, P
.E.
15
4+
10
.88
& 1
54
+1
0.8
3
BR
ID
GE
S A
T S
TA
.
2 O
F 7
S.R
. 43 O
VE
R B
AY
OU
LA
CR
OIX
BR
IDG
E R
EP
AIR
Josh W
ilts
hir
e
1•" M
in.
Seale
d
Jo
int
Wid
th
To
ol
Fin
ish
To
…" R
ad
ius.
Fo
rm
New
Jo
int
Wit
h E
po
xy
Mo
rta
r.
GE
NE
RA
L N
OT
ES
:
EP
OX
Y M
OR
TA
R A
ND
PO
LY
ME
R C
ON
CR
ET
E N
OT
ES
:
TY
PIC
AL
SE
CT
IO
N A
T S
AW
CU
T &
SE
AL
ED
JO
IN
T
An
ch
or B
ars
To R
em
ain
An
ch
or B
ars
To R
em
ain
Rem
ove S
teel
Angle
s
An
ch
or B
ars
To R
em
ain
An
ch
or B
ars
To R
em
ain
"A
"
"A
"
Wh
ere D
irecte
d
Or E
nd
Wall
.
Brid
ge D
eck
Or E
nd
Wall
.
Brid
ge D
eck
Or E
nd
Wall
.
Brid
ge D
eck
TY
PIC
AL
SE
CT
IO
N A
T S
AW
CU
T &
JO
IN
T R
EP
AIR
Seal
Mate
ria
ls
Sh
ow
ing
Lim
its O
f J
oin
t P
rep
erati
on
Fo
r A
pp
licati
on
Of N
ew
Jo
int
TY
PIC
AL
SE
CT
IO
N A
T
EX
IS
TIN
G J
OIN
T
Lim
its O
f J
oin
t P
reparati
on, V
arie
s (
Per M
anufactu
rer's
Saw
cu
t D
ep
th
Varie
s (
Per M
anufactu
rer's
Specif
icati
ons)
TY
PIC
AL
SE
CT
ION
AT
JO
INT
AF
TE
R R
EM
OV
AL
OF
EX
IST
ING
MA
TE
RIA
L
Specif
icati
ons)
Repair
Wit
h E
poxy M
orta
r
Show
ing S
eale
d J
oin
t A
fte
r S
aw
cut
And
Wit
h P
reform
ed J
oin
t S
eal
Show
ing E
xis
ting E
xpansio
n D
evic
e T
o B
e R
em
oved A
nd R
epla
ced
Wit
h E
poxy M
orta
r O
r A
pproved E
quiv
ale
nt
Sh
ow
ing
Area W
here R
ep
air
s A
re M
ad
e A
fte
r S
aw
cu
t
Specif
icati
ons.
Fo
r S
ele
cti
on
Of M
ate
ria
ls C
an
Be F
ou
nd
In
Secti
on
80
8 o
f t
he
Eit
her E
poxy M
orta
r O
r P
oly
mer C
oncrete
May B
e U
sed. G
uid
eli
nes
NO
TE
S O
N A
SS
OC
IA
TE
D I
TE
MS
OF
WO
RK
:
‚" S
eat (
Ty
p.
Bo
th
Sid
es)
Desig
n W
idth
Desig
n W
idth
Jo
int
Wid
th
Bo
nd
ing
Ad
hesiv
e (
Ty
p.)
"A
"
Preform
ed J
oin
t S
eal
Varie
s (
Per M
anufactu
rer's
Specif
icati
ons)
1•" M
in.
Seale
d
‚" S
eat (
Ty
p.
Bo
th
Sid
es)
Desig
n W
idth
NO
TE
S:
Ab
so
rb
ed
Ite
m o
f W
ork
.
N
ot
Be P
aid
For D
irectl
y A
nd S
hall
Therefore B
e C
onsid
ered A
n
3. W
ork F
or W
hic
h N
o P
ay I
tem
Is P
rovid
ed I
n T
he P
roposal
Wil
l
Will N
ot B
e C
au
se F
or C
on
tract P
rice A
dju
stm
en
t.
May
Be A
uth
oriz
ed
By
Th
e B
rid
ge E
ng
ineer P
ro
vid
ed
Su
ch
Ch
an
ges
Min
or C
han
ges T
o D
eta
il O
f D
esig
n O
r C
on
str
ucti
on
Pro
ced
ure
A
pproval O
f T
he D
irector O
f S
tructures, S
tate B
ridge E
ngineer.
2.
N
o C
han
ge O
f P
lan
s W
ill
Be P
erm
itte
d E
xcep
t B
y W
rit
ten
An
d B
rid
ge C
on
stru
ctio
n,
20
04
.
1.
S
pecif
icati
on
s:
Mis
sis
sip
pi
Sta
nd
ard
Sp
ecif
icati
on
s F
or R
oad
To
ol
Fin
ish
To
A …
" R
ad
ius
Saw
cu
t
EL
EV
AT
IO
N A
T E
ND
OF
SP
AN
jo
in
t s
eal
Rep
lace w
ith
prefo
rm
ed
6"
6"
Jo
in
t.
The C
ontr
act
Unit
Pric
e A
long T
he L
ength
Of T
he C
ente
rli
ne
Basis
Of P
ay
men
t:
Th
e A
ccep
ted
Qu
an
titi
es W
ill
Be P
aid
Fo
r I
n L
inear F
eet
At
907-823-A
002 P
RE
FO
RM
ED
JO
IN
T S
EA
L, T
YP
E I
I
90
7-8
23
-A
00
1
PR
EF
OR
ME
D J
OIN
T S
EA
L,
TY
PE
I
On E
ach S
ide O
f T
he C
ente
rli
ne J
oin
t.
Th
e C
on
tract
Un
it P
ric
e A
lon
g T
he L
en
gth
Of T
he B
rid
ge D
eck
Basis
of P
ay
men
t:
Th
e A
ccep
ted
Qu
an
titi
es W
ill
Be P
aid
Fo
r I
n L
inear F
eet
At
Ty
pe S
hall
Be T
he S
am
e A
s T
he P
refo
rm
ed
Jo
int
Seal
Sele
cte
d.
Req
uir
ed
By
Th
e M
an
ufactu
rer's
Sp
ecif
icati
on
s. T
he S
aw
Cu
t
The S
aw
Cut
Depth
Shall
Be E
quiv
ale
nt
To T
he I
nsta
llati
on D
epth
Descrip
tion:
907-823-B
001
SA
W C
UT
, T
YP
E I
& 9
07-823-B
002
SA
W C
UT
, T
YP
E I
I
On E
ach S
ide O
f T
he C
ente
rli
ne J
oin
t.
Th
e C
on
tract
Un
it P
ric
e A
lon
g T
he L
en
gth
Of T
he B
rid
ge D
eck
Basis
Of P
ay
men
t:
Th
e A
ccep
ted
Qu
an
titi
es W
ill
Be P
aid
Fo
r I
n L
inear F
eet
At
Sp
ecif
ied
Th
erein
.
Secti
on 8
08 O
f T
he S
pecif
icati
ons A
nd A
ny O
ther S
ecti
ons
Shall
Be I
n A
ccordance W
ith T
he A
ppli
cable
Provis
ions O
f
As A
bsorbed U
nder T
his
Ite
m O
f W
ork. A
ll O
ther R
equir
em
ents
Mate
ria
ls W
ill
Not
Be P
aid
For D
irectl
y A
nd S
hall
Be C
onsid
ered
Of E
xis
ting S
ilic
one S
eale
d, C
om
pressio
n, A
nd A
C S
eale
d J
oin
t
Shall
Als
o B
e I
nclu
ded U
nder T
his
Ite
m O
f W
ork. R
em
oval
As D
esig
nate
d I
n T
he D
eta
il D
raw
ings P
rovid
ed. E
poxy M
orta
r
Prep
arati
on
Fo
r T
he P
lacem
en
t O
f N
ew
Ex
pan
sio
n M
ate
ria
l,
Sh
all
In
clu
de T
he W
ork
Necessary
To
Rep
air
Jo
ints
In
Descrip
tion:
808-A
001 JO
IN
T P
RE
PA
RA
TIO
N
Th
e C
en
terli
ne O
f T
he J
oin
t.
Mate
ria
l W
ill
Only
Be P
aid
For A
s T
he L
ength
Alo
ng
Cente
rli
ne J
oin
t, W
hil
e R
em
oval
Of N
eoprene J
oin
t
Alo
ng T
he L
ength
Of T
he B
rid
ge D
eck O
n E
ach S
ide O
f T
he
Be P
aid
For I
n L
inear F
eet
At
The C
ontr
act
Unit
Pric
e
Basis
Of P
ay
men
t:
Rem
ov
al
of A
rm
or A
nd
Sli
din
g P
late
Jo
int
Mate
ria
l W
ill
Wo
rk
Un
less O
therw
ise D
irecte
d B
y T
he E
ng
ineer.
Jo
int
Ty
pes S
hall
No
t B
e I
nclu
ded
Un
der T
his
Ite
m O
f
Desig
nate
d I
n T
he D
eta
il D
raw
ing
s P
ro
vid
ed
. O
ther
A
rm
or, S
lidin
g P
late
, A
nd N
eoprene E
xpansio
n J
oin
ts, A
s
Sh
all
In
clu
de T
he R
em
ov
al
Of M
ate
ria
l A
sso
cia
ted
Wit
hD
escrip
tion:
202-B
169 R
EM
OV
AL
OF
EX
IS
TIN
G J
OIN
T M
AT
ER
IA
L
S
elected I
s A
ppropriate F
or T
he W
idth O
f T
he J
oint.
S
tate
Brid
ge E
ng
ineer.
It
Is T
he C
on
tracto
r's
Resp
on
sib
ilit
y T
o E
nsu
re T
hat
Th
e S
ize
O
f E
xp
an
sio
n M
ate
ria
l S
hall
Be R
eq
uir
ed
As D
irecte
d B
y T
he D
irecto
r O
f S
tru
ctu
res,
B
ein
g 2
•". I
n C
ases W
here D
esig
n W
idth
s A
re G
reate
r T
han 2
•", A
noth
er T
ype
F
or D
esig
n W
idth
s G
reate
r T
han o
r E
qual
To 2
", W
ith T
he M
axim
um
Desig
n W
idth
U
sed F
or D
esig
n W
idth
s L
ess T
han 2
". P
reform
ed J
oin
t S
eal,
Type I
I, S
hall
Be U
sed
S
eat
Requir
ed O
n B
oth
Sid
es O
f T
he J
oin
t. P
reform
ed J
oin
t S
eal,
Type I
, S
hall
Be
T
he A
ctu
al
Wid
th O
f T
he J
oin
t O
pen
ing
. T
his
Wid
th D
oes N
ot
Acco
un
t F
or T
he ‚
"
3.
Jo
ints
Sh
all
Be S
eale
d A
t T
heir
Desig
n W
idth
s,
Dim
en
sio
n "
A",
Wh
ich
Is D
efin
ed
As
M
aterial.
T
o E
nsure T
hat
The C
ontr
acto
r I
s P
roperly
Schoole
d I
n I
nsta
llati
on O
f T
he J
oin
t
A
Manufactu
rer R
epresenta
tive S
hall
Be P
resent
At
The T
ime J
oin
t S
eali
ng B
egin
s
A
ny
Oth
er V
aria
nces B
etw
een
Th
e S
pecif
icati
on
s P
ro
vid
ed
By
Th
e M
an
ufactu
rers.
F
or J
oin
t P
reparati
on, Insta
llati
on D
epth
s A
nd W
idth
s, A
dhesiv
e S
ett
ing T
imes, A
nd
R
esp
on
sib
ilit
y T
o E
nsu
re T
hat
Th
e M
an
ufactu
rer's
Reco
mm
en
dati
on
s A
re F
oll
ow
ed
S
ele
cte
d. H
ow
ever, S
hould
Anoth
er S
uppli
er B
e C
hosen, It
Is T
he C
ontr
acto
r's
2. F
or E
sti
mati
ng P
urposes, T
he R
J W
ats
on S
ilic
ofle
x J
oin
t S
eali
ng S
yste
m W
as
ww
w.s
sic
m.c
om
Manufactu
red B
y S
SI C
om
mercia
l &
Hig
hw
ay C
onstr
ucti
on M
ate
ria
ls
C. S
ilspec S
SS
Sil
icone S
trip
Seal
ww
w.w
baco
rp.c
om
Manufactu
red B
y W
ats
on B
ow
man A
cm
e C
orporati
on I
n A
mherst,
NY
B.
Wab
o S
PS
Jo
int
Sy
ste
m
ww
w.r
jwats
on
.co
m
Manufactu
red B
y R
.J. W
ats
on, Inc. In A
lden, N
Y
A.
Sil
ico
fle
x J
oin
t S
eali
ng
Sy
ste
m
Man
ufactu
rer's
Sp
ecificatio
ns:
1.
Th
e P
refo
rm
ed
Jo
int
Seal
Sh
all
Be O
ne O
f T
he F
oll
ow
ing
, In
sta
lled
Acco
rd
ing
To
Th
e
30
10
00
10
74
07
Hancock
BR
-0067-0
1(0
09)
BR
-00
67
-01
(00
9)
2017-0
1-3
1Josh W
ilts
hir
eP
au
l D
ees
1
1
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
R
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
00:00DGNFILENAME AMPM
3-10-2017JLW Revised Note
8007
CO
UN
TY
:
PR
OJE
CT
NU
MB
ER
:
BRIDGE DIVISION
FM
S:
DE
SIG
NE
R
DE
TA
ILE
R
DIR
EC
TO
R O
F S
TR
UC
TU
RE
S,
ST
AT
E B
RID
GE
EN
GIN
EE
R -
JU
ST
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