S E C T I O N 9 0 5 -- P R O P O S A L...

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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 1/3/2019 ADDENDUM NO. DATED ADDENDUM NO 2 DATED 1/16/2019 ADDENDUM NO. DATED ADDENDUM NO 3 DATED 1/17/2019 ADDENDUM NO. DATED Number Description TOTAL ADDENDA: 3 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted, DATE Contractor BY Signature TITLE ADDRESS CITY, STATE, ZIP PHONE FAX E-MAIL 1 Revised Table of Contents; Revised NTB No. 1102; Add SP Nos. 907-659-1, 907-661-3, & 907-663-3; Revised Bid Items; Amendment EBS Download Required. 2 Revised Table of Contents; Added NTB No. 20; Revised NTB No. 1102; Added NTB No. 1336; Revised Wage Rates; Revised Bid Items; Revised or Added Plan Sheet Nos. 8001, & 8003; Amendment EBS Download Required. 3 Revised or Added Plan Sheet Nos. 2, 8-13; 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. NH-0059-01(075)/ 102334301000 Forrest County(ies) Revised 01/26/2016

Transcript of S E C T I O N 9 0 5 -- P R O P O S A L...

Page 1: S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20190123/ADDENDUMS/102334301...2019/01/23  · NH-0059-01(075) DI_59.dgn DESCRIPTION OF SHEET WKG. SH. NO.

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 1/3/2019 ADDENDUM NO. DATED ADDENDUM NO 2 DATED 1/16/2019 ADDENDUM NO. DATED ADDENDUM NO 3 DATED 1/17/2019 ADDENDUM NO. DATED

Number Description TOTAL ADDENDA: 3 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,

DATE

Contractor

BY Signature

TITLE

ADDRESS

CITY, STATE, ZIP

PHONE

FAX

E-MAIL

1 Revised Table of Contents; Revised NTB No. 1102; Add SP Nos. 907-659-1, 907-661-3, & 907-663-3; Revised Bid Items; Amendment EBS Download Required.

2 Revised Table of Contents; Added NTB No. 20; Revised NTB No. 1102; Added NTB No. 1336; Revised Wage Rates; Revised Bid Items; Revised or Added Plan Sheet Nos. 8001, & 8003; Amendment EBS Download Required.

3 Revised or Added Plan Sheet Nos. 2, 8-13; 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.

NH-0059-01(075)/ 102334301000 Forrest County(ies)

Revised 01/26/2016

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RE

Q'D

FU

LL

-WID

TH

PA

VE

D

NE

W C

ON

ST

RU

CT

ION

7

12

AN

GL

E O

F R

EP

OS

E

PE

RM

ITT

ED

1.5

0"

9.5

mm

, M

T,

AS

PH

AL

T P

AV

EM

EN

T,

(1 @

1.5

") R

EQ

'D.

3.2

5"

19m

m, M

T, A

SP

HA

LT

PA

VE

ME

NT

, (1

@ 3

.25")

RE

Q'D

.

1 2 3 4 5

10

'1

0'

44'

WE

ST

FR

ON

TA

GE

RO

AD

ST

A. 206+

61.1

21 T

O S

TA

. 267+

56.8

86

TE

MP

OR

AR

Y C

ON

NE

CT

ION

ST

A. 8+

48.8

32 T

O S

TA

. 16+

62.4

89

OR

IGIN

AL

GR

OU

ND

LIN

E

OR

IGIN

AL

GR

OU

ND

LIN

E

12

' T

RA

VE

L L

AN

E

14

' P

AV

EM

EN

T

24' 1

2' T

RA

VE

L L

AN

E

14

' P

AV

EM

EN

T

4.0

%4.0

%

12

'

4:1

3:1

OF S.E.

2.0

% OR SLOPE

OF S.E.

2.0

% OR SLOPE

36'

6'

6'

TS

-3

45

32

15

45

32

15

14.7

5" S

TR

UC

TU

RE

TH

ICK

NE

SS

14.7

5" S

TR

UC

TU

RE

TH

ICK

NE

SS

DE

TA

IL "

A"

1'

1'

4

DE

TA

IL "

A"

DE

TA

IL "

A"

TY

PE

V G

EO

TE

XT

ILE

FA

BR

IC

TY

PE

V G

EO

TE

XT

ILE

FA

BR

IC

3.5

0"

& V

AR

IAB

LE

CR

US

HE

D S

TO

NE

BA

SE

8.0

0"

CR

US

HE

D S

TO

NE

BA

SE

W/

GE

OT

EX

TIL

E T

YP

E V

6

6

6

66

GR

AD

EP

LA

N

GR

AD

EP

LA

N

4:1

4:1

DA

TA

FO

R P

AV

EM

EN

T D

ET

ER

MIN

AT

ION

Current

Desig

n

% o

f D

HV

% o

f D

HV

% o

f D

HV

T (

to

tal )

18K

( R

igid

)

18

K (

Fle

x )

Desig

n C

BR

( 2

029 )

( 2

03

9 )

= = = = = = = = = =

DH

V

D T

10

00

10

00

/ /

2,3

00

2,8

00

3,4

00

400

50 5 11

1,4

45

935

5

AD

T

AD

T

AD

T

( 2

01

9 )

DA

TA

FO

R P

AV

EM

EN

T D

ET

ER

MIN

AT

ION

Current

Desig

n

% o

f D

HV

% o

f D

HV

% o

f D

HV

T (

total )

18K

( R

igid

)

18

K (

Fle

x )

Desig

n C

BR

( 2

029 )

( 2

03

9 )

= = = = = = = = = =

DH

V

D T

10

00

10

00

/ /

14

,86

4

15,0

00

15

,13

7

2000

50 5 8

1,4

45

935

5

AD

T

AD

T

AD

T

( 2

01

9 )

SE

CO

NN

EC

TO

R

WE

ST

FR

ON

TA

GE

RO

AD

SE

FR

ON

TA

GE

RO

AD

NE

FR

ON

TA

GE

RO

AD

TE

MP

OR

AR

Y C

ON

NE

CT

ION

SE

FR

ON

TA

GE

RO

AD

ST

A.

76

+3

3.0

88

TO

ST

A.

12

9+

28

.76

3

NE

FR

ON

TA

GE

RO

AD

ST

A. 22+

11.7

90 T

O 3

0+

00.0

00

SE

CO

NN

EC

TIO

N S

TA

. 10+

00.0

00 T

O S

TA

. 22+

00.0

00

NE

W C

ON

ST

RU

CT

ION

77

7

77

NE

W C

ON

ST

RU

CT

ION

2% OR S.E. SUBGRADE

2% OR S.E. SUBGRADE

2% OR S.E. SUBGRADE

2% OR S.E. SUBGRADE

2.0

0"

12

.5m

m, M

T, A

SP

HA

LT

PA

VE

ME

NT

, (1

@ 2

.0")

RE

Q'D

.

BO

RR

OW

OR

UN

CL

AS

SIF

IED

(NO

N-W

OV

EN

) R

EQ

'D.

1' O

VE

RL

AP

.S

TO

NE

WIT

HF

AB

RIC

AR

OU

ND

WR

AP

GE

OT

EX

TIL

E

1B

OR

RO

W B

7

IN

DIC

AT

ES

AR

EA

TO

BE

TR

EA

TE

D I

N A

CC

OR

DA

NC

E

WIT

H T

HE

VE

GE

TA

TIO

N S

CH

ED

UL

E.

SE

E W

K. S

H. N

O. V

S-1

1

1

FIL

EN

AM

E:

DE

SIG

N T

EA

MC

HE

CK

ED

DA

TE

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

ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION

PLAN

1/17/201910:05TYPICALS.dgn AM

1/17/19NLG REVISED BORROW & ADDED NOTE

10

ST

AT

E

MIS

S.

PR

OJE

CT

NO

.

CO

UN

TY

:

PR

OJ. N

O.:

FM

S C

ON

:/

Ngreen
MDOT-ADDENDUM
Page 6: S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20190123/ADDENDUMS/102334301...2019/01/23  · NH-0059-01(075) DI_59.dgn DESCRIPTION OF SHEET WKG. SH. NO.

OR

IGIN

AL

GR

OU

ND

LIN

E

OR

IGIN

AL

GR

OU

ND

LIN

E

OR

IGIN

AL

GR

OU

ND

LIN

E

OR

IGIN

AL

GR

OU

ND

LIN

E

TY

PIC

AL

SE

CT

ION

FO

RR

ES

T

102334

301000

NH

-0059-0

1(0

75)

KIR

BY

TY

PIC

AL

S.d

gn

NH

-0059-0

1(0

75)

24'

3:1

6:1

4.0

%6'

20'

36'

10

'

4.0

%

3:1

2.0

% OR SLOPE OF S.E.

20'

24'

3:1

6:1

4.0

%

6'

16'

2.0

% OR SLOPE OF S.E.

32'

4.0

%

10

'20'

6:1

3:1

6:1

TY

PIC

AL

SE

CT

ION

TY

PIC

AL

SE

CT

ION

30° -

35°

SH

OU

LD

ER

SAFETY

EDGE

(NO

T A

PA

Y I

TE

M)

2 L

IFT

S O

NL

Y

SA

FE

TY

ED

GE

RE

Q'D

FU

LL

-WID

TH

PA

VE

D

NE

W C

ON

ST

RU

CT

ION

7

12

AN

GL

E O

F R

EP

OS

E

PE

RM

ITT

ED

S.W

. R

AM

P S

TA

. 9

6+

12

.36

5 t

o 1

22

+1

4.4

86

N.W

. R

AM

P S

TA

. 119+

61.9

75 t

o S

TA

. 151+

00.0

00

N.E

. R

AM

P S

TA

. 117+

75.8

14 t

o S

TA

. 136+

50.0

00

S.E

. R

AM

P S

TA

. 9

1+

35

.00

0 t

o S

TA

. 1

18

+6

7.1

29

N.W

. L

OO

P S

TA

. 2

0+

23

.51

4 t

o S

TA

. 3

2+

57

.09

4

1 2 3 4 5 6

TS

-4

64

32

1

56

DE

TA

IL "

A"

5

1'

1'

DE

TA

IL "

A"

43

21

5

6

17.5

0" S

TR

UC

TU

RE

TH

ICK

NE

SS

DE

TA

IL "

A"

TY

PE

V G

EO

TE

XT

ILE

FA

BR

IC

TY

PE

V G

EO

TE

XT

ILE

FA

BR

IC

71'

1'

7

7 8

8

7

4'

8'

17.5

0" S

TR

UC

TU

RE

TH

ICK

NE

SS

GR

AD

EP

LA

N

GR

AD

EP

LA

N

INT

ER

CH

AN

GE

RA

MP

S

LO

OP

RA

MP

7

NE

W C

ON

ST

RU

CT

ION

9

9.5

"

2'-

9"

CU

RB

& G

UT

TE

RT

YP

E 2

MO

DIF

IDE

D

2% OR S.E. SUBGRADE

2% OR S.E. SUBGRADE

NE

W C

ON

ST

RU

CT

ION

4% OR S.E. SUBGRADE

4% OR S.E. SUBGRADE

1.5

0"

9.5

mm

, H

T, A

SP

HA

LT

PA

VE

ME

NT

(1 @

1.5

") R

EQ

'D.

BO

RR

OW

OR

UN

CL

AS

SIF

IED

TY

PE

2 M

OD

IFIE

D C

UR

B A

ND

GU

TT

ER

RE

Q'D

.

2.5

0"

12

.5m

m,

HT

, A

SP

HA

LT

PA

VE

ME

NT

, (1

@ 2

.5")

RE

Q'D

.

2.7

5"

19

mm

, H

T,

AS

PH

AL

T P

AV

EM

EN

T,

(1 @

2.7

5")

RE

Q'D

.

2.7

5"

19m

m, S

T, A

SP

HA

LT

PA

VE

ME

NT

, (1

@ 2

.75")

RE

Q'D

.

8.0

0"

CR

US

HE

D S

TO

NE

BA

SE

WIT

H

G

EO

TE

XT

ILE

TY

PE

V (

NO

N-W

OV

EN

) R

EQ

'D.

4.0

0"

& V

AR

IAB

LE

CR

US

HE

D S

TO

NE

BA

SE

1' O

VE

RL

AP

.S

TO

NE

WIT

HF

AB

RIC

AR

OU

ND

WR

AP

GE

OT

EX

TIL

E

2'-

9"

6.7

5"

1B

OR

RO

W B

7

SE

E W

K. S

H. N

O. V

S-1

1

1

IN

DIC

AT

ES

AR

EA

TO

BE

TR

EA

TE

D I

N

AC

CO

RD

AN

CE

WIT

H T

HE

VE

GE

TA

TIO

N S

CH

ED

UL

E.

9

9

1

1

FIL

EN

AM

E:

DE

SIG

N T

EA

MC

HE

CK

ED

DA

TE

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

ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION

PLAN

1/17/201910:06TYPICALS.dgn AM

1/17/19NLG REVISED BORROW & ADDED NOTE & LABELS

11

ST

AT

E

MIS

S.

PR

OJE

CT

NO

.

CO

UN

TY

:

PR

OJ. N

O.:

FM

S C

ON

:/

99

11

Ngreen
MDOT-ADDENDUM
Page 7: S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20190123/ADDENDUMS/102334301...2019/01/23  · NH-0059-01(075) DI_59.dgn DESCRIPTION OF SHEET WKG. SH. NO.

TY

PIC

AL

SE

CT

ION

FO

RR

ES

T

KIR

BY

TY

PIC

AL

S.d

gn

NH

-0059-0

1(0

75)

T

S-5

102334

301000

NH

-0059-0

1(0

75)

6:1

12

'

TY

PIC

AL

SE

CT

ION

OR

IGIN

AL

GR

OU

ND

LIN

E

OR

IGIN

AL

GR

OU

ND

LIN

E

24'

4.0

%

6'

16'

2.0

% OR SLOPE OF S.E.

32'

4.0

%

10

'20'

3:1

TY

PIC

AL

SE

CT

ION

30

° -

35

°

SH

OU

LD

ER

SAFETY

EDGE

(NO

T A

PA

Y I

TE

M)

2 L

IFT

S O

NL

Y

SA

FE

TY

ED

GE

RE

Q'D

FU

LL

-WID

TH

PA

VE

D

NE

W C

ON

ST

RU

CT

ION

7

12

AN

GL

E O

F R

EP

OS

E

PE

RM

ITT

ED

65

6

DE

TA

IL "

A"

TY

PE

V G

EO

TE

XT

ILE

FA

BR

IC

7

DE

TA

IL "

A"

5

1'

1'

8'

4'

3:1

3:1

7

12

34

1 2 3 4 5 6 7 8

5

9

89

10

{

6

AC

CE

L L

AN

E12' &

VA

R.

7

GR

AD

EP

LA

N

NE

& S

E T

EM

P.

CO

NN

EC

TIO

NS

AC

CE

L.

LA

NE

S

EA

ST

ER

N 4

2 T

EM

P C

ON

N S

TA

. 10+

00 T

O S

TA

. 18+

98.4

86

NE

RA

MP

TE

MP

. C

ON

N. S

TA

. 10+

00.0

00 T

O 1

8+

35.3

16

SE

RA

MP

TE

MP

. C

ON

N. S

TA

. 10+

00.0

00 T

O 2

1+

23.2

11

ST

A.

43

6+

45

.79

TO

ST

A.

44

5+

64

.71

ST

A.

40

6+

00

.00

TO

ST

A.

42

0+

23

.51

ST

A.

38

6+

62

.37

TO

ST

A.

39

6+

12

.37

I-59 A

CC

EL

. L

AN

ES

TY

PE

V G

EO

TE

XT

ILE

FA

BR

IC

DE

TA

IL "

A"

11

11

NE

W C

ON

ST

RU

CT

ION

BO

RR

OW

OR

UN

CL

AS

SIF

IED

2.2

5" 1

9m

m, S

T,

AS

PH

AL

T P

AV

EM

EN

T,

(1 @

2.2

5")

RE

Q'D

.

2.0

0" 1

2.5

mm

, S

T,

AS

PH

AL

T P

AV

EM

EN

T,

(1 @

2.0

")

RE

Q'D

.

1.5

0" 9

.5m

m,

ST

, A

SP

HA

LT

PA

VE

ME

NT

(1

@ 1

.5")

RE

Q'D

.

4.0

0" &

VA

RIA

BL

E C

RU

SH

ED

ST

ON

E B

AS

E

GE

OT

EX

TIL

E T

YP

E V

(N

ON

-WO

VE

N)

RE

Q'D

.

8.0

0" C

RU

SH

ED

ST

ON

E B

AS

E W

ITH

2.7

5" 1

9m

m, S

T,

AS

PH

AL

T P

AV

EM

EN

T,

(1 @

2.7

5")

RE

Q'D

.

2.7

5" 1

9m

m, H

T, A

SP

HA

LT

PA

VE

ME

NT

, (1

@ 2

.75")

RE

Q'D

.

2.5

0" 1

2.5

mm

, H

T,

AS

PH

AL

T P

AV

EM

EN

T,

(1 @

2.5

")

RE

Q'D

.

1.5

0" 9

.5m

m, H

T, A

SP

HA

LT

PA

VE

ME

NT

(1 @

1.5

")

RE

Q'D

.

1 0 11

1' O

VE

RL

AP

.S

TO

NE

WIT

HF

AB

RIC

AR

OU

ND

WR

AP

GE

OT

EX

TIL

E

1B

OR

RO

W B

7

IN

DIC

AT

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TO

BE

TR

EA

TE

D I

N A

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OR

DA

NC

E

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H T

HE

VE

GE

TA

TIO

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CH

ED

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H. N

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MC

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SIS

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TIO

N

ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION

PLAN

1/17/201910:06TYPICALS.dgn AM

1/17/19NLG REVISED BORROW & ADDED NOTE & LABEL

12

ST

AT

E

MIS

S.

PR

OJE

CT

NO

.

CO

UN

TY

:

PR

OJ. N

O.:

FM

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ON

:/

11

1

Ngreen
MDOT-ADDENDUM
Page 8: S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20190123/ADDENDUMS/102334301...2019/01/23  · NH-0059-01(075) DI_59.dgn DESCRIPTION OF SHEET WKG. SH. NO.

DE

TA

IL

"B

"

DE

TA

IL "

A"

TH

RU

CH

AN

NE

LIZ

ED

IN

TE

RS

EC

TIO

N

7

12

AN

GL

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F R

EP

OS

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RM

ITT

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CT

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TY

PIC

AL

SE

CT

ION

FO

RR

ES

T

KIR

BY

TY

PIC

AL

S.d

gn

NH

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1(0

75)

102334

301000

NH

-0059-0

1(0

75)

1 2 3 4 5 6 7 8

TS

-6

4.0

%4.0

%

88

1

6

4.0

%8

7

5'

20'

2'-

9"

2% SUBGRADE

PA

VE

D I

SL

AN

D

CO

NC

RE

TE

EX

IST

. G

RO

UN

D L

INE

EX

IST

. G

RO

UN

D L

INE

1

2

3

44

55

6

4.0

%4.0

%4.0

%

3:1

3:1

12'

5'

VA

R.

&5'

VA

R.

&

2.0

% OR S.E.

2.0

% OR S.E.

TH

ICK

NE

SS

8

88

7

17

.5" S

TR

UC

TU

RE

4'

2% SUBGRADE

OR

IG

IN

AL

GR

OU

ND

LIN

E

6:1

2'

16' R

AM

P

RA

MP

- T

HR

U C

HA

NN

EL

IZE

D I

NT

ER

SE

CT

ION

6:1

2'-

9"

2'-

9"

1

2

3

5'

VA

R.

&5'

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