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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 4/13/2017 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 NTB No. 50; Revised Bid Items; Added or Revised Plan Sheet Nos. 2, 7, 13, 17, 27, & 37; 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.
MP-7550-43(009)/ 306060301000
Lincoln County(ies) Revised 01/26/2016
MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904 - NOTICE TO BIDDERS NO. 50 CODE: (SP) DATE: 4/13/2017 SUBJECT: Contract Time PROJECT: MP-7550-43(009) / 306060301- Lincoln County The completion of work to be performed by the Contractor for this project will not be a specified date but shall be when all allowable working days are assessed, or any extension thereto as provided in Subsection 108.06. It is anticipated that the Notice of Award will be issued no later than May 9, 2017. The Contractor shall request a Notice to Proceed / Beginning of Contract Time date between the date of the Execution of Contract and July 13, 2017. Should the Contractor not request a Notice to Proceed by July 13, 2017, the date for the Notice to Proceed and Beginning of Contract Time will be July 13, 2017. 65 Working Days have been allowed for the completion of work on this project. The progress schedule for this project shows the Notice to Proceed and Beginning of Contract Time starting at the latest possible date. If the Contractor requests a Notice to Proceed earlier than this date, the Contractor shall submit a revised progress schedule showing the work beginning at the new Notice to Proceed and Beginning of Contract Time date.
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
LINCOLN
MP-7550-43(009)/306060301
Overlay approximately 8 miles of SR 550 From Bowie Mill Road Est to US 51 in Brookhaven, known as State Project No. MP-7550-43-(009) / 306060301Lincoln County.
Proposal (Sheet 2 - 1)
Roadway Items
Square Yard0010 202-B007 905 Removal of Asphalt Pavement, All Depths
Linear Feet0020 202-B240 763 Removal of Traffic Stripe
Cubic Yard0030 (E)203-G002 317 Excess Excavation, LVM, AH
Cubic Yard0040 (S)221-A001 1 Concrete Paved Ditch
Cubic Yard0050 (GY)304-A008 4,213 Granular Material, LVM, Class 6, Group D
Ton0060 (BA1)403-A002 57 12.5-mm, MT, Asphalt Pavement
Ton0070 (BA1)403-A005 114 19-mm, MT, Asphalt Pavement
Ton0080 (BA1)403-A014 15,628 9.5-mm, MT, Asphalt Pavement
Ton0090 (BA1)403-B011 908 9.5-mm, MT, Asphalt Pavement, Leveling
Square Yard0100 406-A002 8,694 Cold Milling of Bituminous Pavement, All Depths
Gallon0110 (A2)407-A001 13,075 Asphalt for Tack Coat
Square Feet0120 412-A001 936 Pre-Grinding
Mile0130 423-A001 13 Rumble Strips, Ground In
Linear Feet0140 503-C010 1,878 Saw Cut, Full Depth
Cubic Yard0150 (S)601-B001 1 Class "B" Structural Concrete, Minor Structures
Pounds0160 (S)602-A001 50 Reinforcing Steel
Pounds0170 604-B001 500 Gratings
Linear Feet0180 606-B001 863 Guard Rail, Class A, Type 1
Each0190 606-E007 14 Guard Rail, Terminal End Section, Non-Flared
Linear Feet0200 (S)609-D008 1,336 Combination Concrete Curb and Gutter Type 3A
Square Yard0210 (S)616-A001 506 Concrete Median and/or Island Pavement, 10-inch
Lump Sum0220 618-A001 1 Maintenance of Traffic
Square Feet0230 618-B001 1 Additional Construction Signs
Mile0240 619-A1001 18 Temporary Traffic Stripe, Continuous White
Mile0250 619-A2001 17 Temporary Traffic Stripe, Continuous Yellow
Mile0260 619-A4002 4 Temporary Traffic Stripe, Skip Yellow
Linear Feet0270 619-A5001 6,756 Temporary Traffic Stripe, Detail
Square Feet0280 619-A6001 249 Temporary Traffic Stripe, Legend
Linear Feet0290 619-A6002 2,188 Temporary Traffic Stripe, Legend
Lump Sum0300 620-A001 1 Mobilization
Mile0310 626-B004 15 6" Thermoplastic Traffic Stripe, Continuous White
Mile0320 626-D003 2 6" Thermoplastic Traffic Stripe, Skip Yellow
(Date Printed 04/13/17) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
LINCOLN
MP-7550-43(009)/306060301
Proposal (Sheet 2 - 2)
Mile0330 626-E004 10 6" Thermoplastic Traffic Stripe, Continuous Yellow
Linear Feet0340 626-G002 4,040 Thermoplastic Detail Stripe, White
Linear Feet0350 626-G003 1,429 Thermoplastic Detail Stripe, Yellow
Square Feet0360 626-H004 248 Thermoplastic Legend, White
Linear Feet0370 626-H005 2,072 Thermoplastic Legend, White
Each0380 627-J001 620 Two-Way Clear Reflective High Performance Raised Markers
Each0390 627-K001 10 Red-Clear Reflective High Performance Raised Markers
Each0400 627-L001 845 Two-Way Yellow Reflective High Performance Raised Markers
Each0410 627-P001 13 Two-Way Blue Reflective High Performance Raised Markers
Each0420 630-F006 84 Delineators, Guard Rail, White
Ton0430 (GT)304-F001 146 3/4" and Down Crushed Stone Base
ALTERNATE GROUP AA NUMBER 1
Ton0440 (GT)304-F002 146 Size 610 Crushed Stone Base
ALTERNATE GROUP AA NUMBER 2
Ton0450 (GT)304-F003 146 Size 825B Crushed Stone Base
ALTERNATE GROUP AA NUMBER 3
Linear Feet0460 907-624-B002 692 6" Inverted Profile Thermoplastic Traffic Stripe, Continuous White
ALTERNATE GROUP BB NUMBER 1
Linear Feet0470 907-624-C001 100 6" Inverted Profile Thermoplastic Traffic Stripe, Skip Yellow
Linear Feet0480 907-624-D002 183 6" Inverted Profile Thermoplastic Traffic Stripe, Continuous Yellow
Linear Feet0490 628-H001 692 6" High Performance Cold Plastic Traffic Stripe, Continuous White
ALTERNATE GROUP BB NUMBER 2
Linear Feet0500 628-I002 100 6" High Performance Cold Plastic Traffic Stripe, Skip Yellow
Linear Feet0510 628-J001 183 6" High Performance Cold Plastic Traffic Stripe, Continuous Yellow
(Date Printed 04/13/17) (Addendum No. 1)
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002
100
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p Y
ello
w907-6
24-C
001
183
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
24-D
002
OR
692
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
White
628-H
001
100
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Ski
p Y
ello
w628-I
002
183
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w628-J
001
TO
IN
CLU
DE 5
18 S
.Y.
FO
R F
ULL
DEPTH
PAV'T
REPAIR
S A
ND
387 S
.Y.
FO
R
ISLA
ND
S
TO
IN
CLU
DE 6
42 L
.F. FO
R F
ULL
DEPTH
PAV'T
REPAIR
S A
ND
1,2
36 L
.F. FO
RIS
LAN
DS
Check
ed
Date
7
Sheet
Num
ber
Work
ing N
um
ber
Desi
gn T
eam
FIL
EN
AM
E :
SQ
County
: LI
NCO
LNPro
j N
o:
MP-7
550-4
3(0
09)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF T
RA
NS
PO
RT
AT
ION
SQ
-1
MP
-7550-43(009)
EQ
-4
TO
TA
LS
WO
RK
ING
13
366+
81
369+
00
388+
90
389+
75
BE
GIN
EN
D
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
D
DA
TE
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
4/6/20178:55:59 AM(13)EQ-3.dgn
NEMTRAPED
TOF
TR
ANSPO
RTATION I
PP
IS
SI
SS
M
I
(13
)EQ
-3.D
GN
LIN
CO
LN
CO
UN
TY
HIG
HW
AY
550
CO
UN
TY
: L
INC
OL
N
PR
OJE
CT
NO
.: M
P-7
550-4
3(0
09)
389+
25
407+
09
CO
MB
INA
TIO
N C
ON
CR
ET
E C
UR
B A
ND
GU
TT
ER
RE
Q'D
SH
. N
O.
4
ST
AT
ION
TO
ST
AT
ION
"3A
"T
YP
E
PA
V'T
(1
0")
AN
D I
SL
AN
D
CO
NC
. M
ED
IAN
RE
MA
RK
S
5
368+
50
371+
83
4
390+
08
65
407+
89
566
336
1,3
36
S.Y
.L
.F.
C.Y
.S
.Y.
AN
D G
UT
TE
R Q
UA
NT
ITIE
S
ES
TIM
AT
ED
CO
NC
RE
TE
CU
RB
AS
PH
AL
TR
EM
OV
AL
OF
SA
W C
UT
FU
LL
DE
PT
H
L.F
.
170
358
587
154
90
2 2 5
90
43
42
154
120
11
387
WE
ST
IS
LA
ND
@ L
lOY
D S
TA
R
EA
ST
IS
LA
ND
@ L
lOY
D S
TA
R
WE
ST
IS
LA
ND
@ R
ES
TA
UR
AN
T
EA
ST
IS
LA
ND
@ R
ES
TA
UR
AN
T
EA
ST
IS
LA
ND
@ G
EN
ER
AL
ST
OR
E
43
42
EX
CA
VA
TIO
NE
XC
ES
S
169
284
35
33
1,2
36
74
SIZ
E
78
78
73
03/08 CHANGED QTY PAY ITEMSCLB 1
1 1
1 1
1 1
1 1
1 1
11
22
22
80
1 1 1 1
204/04 CHANGED QTY; ADDED ISLAND QTYCLB
2
2
2
2
27
726+
86
727+
38
52
108
25
85
8IS
LA
ND
@ K
RA
NE
'S G
RO
CE
RY
22
22
22
22
2507
144
2015-04-28
LIN
CO
LN
6
(17
)WK
-6.d
gn
MP
-7550-43(009)
MP
-75
50
-43
(00
9)* F
OR
IN
FO
RM
AT
ION
ON
LY
*1
.5"
MIL
LIN
G R
EQ
'D
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
:D
ES
IGN
TE
AM
:
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PL
AN
-PR
OF
ILE
PR
OJE
CT
NO
. :
8:56:19 AM(17)WK-6.dgn
17
FIL
EN
AM
E:.
..
.
FM
S C
ON
:306060/3
01000
SE
E M
CD
-1C
ON
CR
ET
E I
SL
AN
DS
RE
Q'D
2
RE
VIS
ION
S
DA
TE
BY
04
/0
4C
LB
PC Sta. 421+22.558
425
PT Sta. 428+67.959
430
435
PC Sta. 436+01.394
Curve BRIDGE-1_1
L = 745.401'
T = 373.392'
R = 5,000.002'
APALOOSA DR.
SHAW CREEK
SHAW CREEK
BRIDGE ABUT. Sta. 430+94.000
BRIDGE ABUT. Sta. 432+74.000
PC Sta. 402+73.540
405
PT Sta. 406+78.608
410
415
420
Curve
ALI-8_10
L = 405.068'
T = 202.819'
R = 3,119.499'
STORE
GENERAL
DRIVE
WAY
50'
PU
MPS
GA
S
DRIVE
WAY
50'
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PROPERTY LIN
E
SCALED
FLO
WER BED
2015-04-28
LIN
CO
LN
16
(27)W
K-1
6.d
gn
MP
-7550-43(009)
MP
-75
50
-43
(00
9)
* F
OR
IN
FO
RM
AT
ION
ON
LY
*
GU
AR
DR
AIL
RE
Q'D
42"
RC
P
Wk
. S
h.
Sh. N
o.
Sh. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
:D
ES
IGN
TE
AM
:
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PL
AN
- P
RO
FIL
E
PR
OJE
CT
NO
. :
8:56:50 AM(27)WK-16.dgn
27
FIL
EN
AM
E:.
..
.
FM
S C
ON
: 306060/3
01000
EO
P S
TA
. 734+
02
37 T
ON
S A
SP
HA
LT
(R
EQ
'D)
9 G
UA
RD
RA
IL D
EL
INE
AT
OR
S "
WH
ITE
" (R
EQ
'D)
2 T
ER
MIN
AL
EN
D S
EC
TIO
N N
ON
FL
AR
ED
(R
EQ
'D)
10
0' L
.F.
CL
AS
S A
TY
PE
1 G
UA
RD
RA
IL (
RE
Q'D
) (G
RI-
BC
)S
TA
. 7
21
+1
0 (
LT
)
37 T
ON
S A
SP
HA
LT
(R
EQ
'D)
9 G
UA
RD
RA
IL D
EL
INE
AT
OR
S "
WH
ITE
" (R
EQ
'D)
2 T
ER
MIN
AL
EN
D S
EC
TIO
N N
ON
FL
AR
ED
(R
EQ
'D)
10
0' L
.F.
CL
AS
S A
TY
PE
1 G
UA
RD
RA
IL (
RE
Q'D
) (G
RI-
BC
)S
TA
. 721+
10 (
RT
)
1.5
" M
ILL
ING
RE
Q'D
SE
E M
CD
-1
CO
NC
RE
TE
IS
LA
ND
S R
EQ
'D
2
RE
VIS
ION
S
DA
TE
BY
4/04
CL
B
705
710
PT Sta. 711+59.590
715
PC Sta. 716+04.890
720
Sta 720+47.750 BK =
EQUATION:
Sta 720+52.300 AH
PC Sta. 723+74.450
725
PT St
a. 728+13.8
30
730
POT St
a. 734+23.9
60
Curve
ALI3_9
L = 442.860'
T = 222.672'
R = 1,712.571'
Curve A
LI3_12
L =
439.380'
T =
220.989'
R =
1,655.402'
BROOKHAVEN ST.
M EA D O W BRO O K RD.
BR O O KM A N D RIV E
MEADOWBROOK DR.
REQ'D
RAILROAD LE
GEND
50'
50'
VAR. SLO
PE
2'-
0"
VA
R.
6"
MIN
.
1
1 2 3 4
AT PAVED ISLA
ND
PLA
N VIE
W
OF CURB & GUTTER
(LIN
. F
T.)
(SQ
.YD
S.)
MIS
CE
LL
AN
EO
US
AN
D /
OR
IS
LA
ND
PA
V'T
. (1
0")
PA
Y A
S C
ON
CR
ET
E M
ED
IAN
1 /
2"
TO
OL
ED
CO
NT
RA
CT
ION
JO
INT
OR
1 /
2"
PR
EM
OL
DE
D E
XP
AN
SIO
N J
OIN
T(N
OT
A P
AY
IT
EM
)
PA
VE
ME
NT
) (P
AY
IT
EM
NO
. 6
16
-A0
03
)
DE
TA
ILS
CO
NS
TR
UC
TIO
N
10"
DE
PT
H C
LA
SS
"C
" S
TR
UC
TU
RA
L C
ON
CR
ET
E (
FO
R M
ED
IAN
& I
SL
AN
D
(SP
AC
ED
AS
PE
R S
HE
ET
S S
DS
D-1
OR
SD
SD
-2)
AS
DIR
EC
TE
D B
Y T
HE
EN
GIN
EE
R.
2'-
6"
6"
TYPIC
AL
DETAIL O
F CURB & GUTTER AT PAVED ISLA
ND
2'-
0"
(LIN
. F
T.)
2'-
6"
6"
VA
R.
6"
MIN
.
14
60'
11
2
C R
OA
DL
20'
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
M
CH
EC
KE
D
DA
TE
MC
D-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
4/6/20178:57:15 AM(37)MCD-1.dgn
CO
UN
TY
:
FM
S C
ON
:
PR
OJ.
NO
.:
2'-
0"
(LIN
. F
T.)
2'-
6"
6"
GU
TT
ER
3 C
UR
B &
PA
Y A
S T
YP
E
VA
R.
6"
MIN
.
DETAILS OF COMBIN
ATIO
N CURB & GUTTER TYPE 3A
3
1 /
2"
PR
EM
OL
DE
D E
XP
AN
SIO
N J
OIN
T (
NO
T A
PA
Y I
TE
M)
( S
PA
CE
D A
S P
ER
SH
EE
TS
SD
SD
-1
6"
GR
AN
UL
AR
MA
TE
RIA
L C
LA
SS
6,
GR
OU
P D
, L
VM
(IF
NE
ED
ED
)
1
GU
TT
ER
3A
CU
RB
&P
AY
AS
TY
PE
GU
TT
ER
3A
CU
RB
&P
AY
AS
TY
PE
MP
-75
50
-43
(00
9)
306060/3
01000
LIN
CO
LN
MP
-7550-43(009)
37
CU
RB
& G
UT
TE
R
TY
PE
3A
(37)M
CD
-1.D
GN
VA
RIA
BL
E
A
STATIO
NDISTANCE "A"
366+81 - 368+50
369+00 - 371+
83
388+90 - 389+25
389+76 - 390+36
407+09 - 407+89
5'
5'
15'
15'
15'
50
' T
AP
ER
50
' T
AP
ER
50
' T
AP
ER
50
' T
AP
ER
VA
RIA
BL
E
VA
RIA
BL
E
VA
RIA
BL
E
VA
RIA
BL
E
DETAILS OF PAVED SHOULD
ERS AT GUARDRAIL
20'
C R
OA
DL
726+86 - 727+37
AT PAVED ISLA
ND
PLA
N VIE
W
OF CURB & GUTTER
STATIO
NDISTANCE "A"
CU
RB
& G
UT
TE
R
TY
PE
3A
15'
11
1
1 04/04 REVISED STATIONS; ADDED ISLANDCLB
1
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