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

6
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 5/23/2019 ADDENDUM NO. DATED ADDENDUM NO DATED 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 E-MAIL 1 Plan Sheet Nos. 1, 2, 24, 44, & 45; 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-0060-03(020)/ 105333301000 Marshall 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/20190529/ADDENDUMS/105333301_1.pdf · S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) hereby

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 5/23/2019 ADDENDUM NO. DATED ADDENDUM NO DATED 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

E-MAIL

1 Plan Sheet Nos. 1, 2, 24, 44, & 45; 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-0060-03(020)/ 105333301000 Marshall County(ies)

Revised 01/26/2016

Page 2: S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20190529/ADDENDUMS/105333301_1.pdf · S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) hereby

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RD

RA

IL R

EQ

'D. (8

7.5

' L

T)

NO

N-F

LA

RE

D

ST

A.

11

8+

73

.70

80' - 1

8" A

LT

PIP

E R

EQ

'D

50

' C

ON

C.

DR

IVE

RE

Q'D

ST

A 1

13

+8

0 R

T

1

RE

VIS

ION

S

DA

TE

BY

5-0

9-1

9

3-2

2-1

9

HL

W

JC

R

2

2

1

1M

AR

KE

R

RE

VIS

ED

R.O

.W.

2R

EV

ISE

D N

OT

E

R

EQ

'D

PA

VE

D F

LU

ME

R

EQ

'D

PA

VE

D F

LU

ME

REQ'D

DITCH PLUG

13

14

15

16

STA. 116+31.45

75.3 BEGIN BRIDGE

STA. 118+73.70

END BRIDGE 75.3

PP

PP

PP

PP

PP

LP

PP

PP

PP

PP

PP

PP

PP

PP

PP

FIR

EPLUG

PP

PP

WM

SS

SS

PP

SS

WM

PP

SS

PP

SS

SS

PP

PP

LP

FIR

EPLUG

LP

LP

PP

PP

WM

PP

SS

PP

SS

SS

PP

WM

PP

GV

PP

GV

SS

PP

WV

WV

WV

WVW

V

GV

GV

PP

WM

WV

WM

WV

WM

WV

PP

PP

GM

SS

WM

GM

SS

FIR

EPLUG

PP

PP

PP

WV

SS

GV

SS

WM

WM

PP

TANK

PP

PP

WM

GM

PP

PP

SS

GM

GM

WV

FLAG

POLE

PP

PP

WV

FIR

EPLUG

WM

GM

PP

GM L

P

TP

PP

PP

GV

WV

WV

GV

WM

GM

PP

MM

M

MM

M

M

MM

M

1S

B1S

B1S

B

1S

B1S

B1S

B

1S

M

1S

M

1SM

SHED

SHED

SHED

SHED

SH

ED

SH

ED

SH

ED

SH

ED

SH

ED

SH

ED

SH

ED

1SBLK

1S

F

1S

F

LO

T

PARKING

LOT

PARKING

GRAVEL

GRAVEL

PAVED

PAVED PAVED

PAVED

PAVED

PAVED

PAVED

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

PAVED

PAVED

CONCRETE

PAVED

PAD

CONCRETE

PPP

P

PP

RR CONTROL SHED

WV

WV

P.C.M. ELEV.

N.

E.

DESC.

P.C.M. ELEV.

N.

E.

DESC.

P.C

.M.

EL

EV

.

N.

E.

DE

SC

.

620.7

04

1918376.103

802745.3

11

GPS 0447016

604.7

49

1918430.2

80

803740.7

82

GPS 0447017

580.2

51

1918424.8

30

805322.1

87

GP

S 0

447018

Sta 106+77.00

E 803016.11

N 1918413.44

PP

PP

PP

PP

PP

PP

PP

FIR

EPLUG

PP

PP

WM

SS

SS

PP

SS

WM

PP

SS

PP

SS

SS

PP

PP

LP

FIR

EPLUG

LP

LP

PP

PP

WM

SS

PPP

P

SS

SS

PP

WM

PP

GV

PP

GV

SS

PP

WV

WV

WVW

V

GV

GV

PP

WM

WV

WM

WV

WM

WV

PP

PP

GM

SS

WM

GM

SS

FIR

EPLUG

PP

PP

WV

SS

GV

FIR

EPLUG

SS

WM

WM

PP

TANK

PP

PP

WM

GM

PP

PP

SS

FIR

EPLUG

GM

GM

FLAG

POLE

PP

PP

PP

WV

FIR

EPLUG

WM

GM

PP

GM L

P

TP

PP

PP

GV

WV

GV

WM

GM

PP

PPP

P

PP

WV

WV

INV. 604.4

5

INV. 601.5

7

INV. 599.7

1INV. 600.2

6

LP

PAVED

PAVED

FUTURE TRACK

345-C .ON TSOP ELIM OT '4.6682

NOITCERID HTUOS A NI ESAERCNI STSOP ELIM

JOYCE

W.

BECK

JERRY B.

BECK &

JOANNE HUFF

CAROLYN CLARK

SAMUEL CLARK

JEAN LAFEVER

MAUREEN MCNALLY

JAMES MCNALLY

CORPORATION

SHA

MROCK G

MS

FR

ED

M B

EL

K J

R

PANELING, INC.

AMERICAN PACIFIC

AND

MANUFACTURING, LLC

ARCHITECTURAL

MILL

WORK

HOLLY SPRINGS

BR

OO

KS

MO

NA

GH

AN

AN

NIS

L H

OL

BR

OO

K

LU

MB

ER

CO

MP

AN

Y

MA

RS

HA

LL

CO

UN

TY

MARIE

MOORE

ETUX

ROOK

MOORE III

FA

MILY TRUST

VER

MELLE UTLEY

ES

T

W L BETTS

LOUIS LANIER HURDLE

TRUST

DIANE HURDLE

NANCY HUTCHENS

LARRY HUTCHENS

HA

ZE

L H

ILL

AB

DN

ER

HIL

L J

R.

BERTIE BOONE

ET AL

LINDA BOURGEOIS

DOUGLAS KENNEDY

ETAL C/O

ABIGAIL

WARTA

GARY S

MOOT

PAULA S

MOOT

WILLIE JONES

HAZEL HILL

ABDNER HILL JR.

HAZEL HILL

ABDNER HILL JR.

ANDERSON

BESSIE

M.

KIM

MONS

BARBARA

REED

MARTIN

RED

MOND

BERNICE

PRYOR

MARY

HUTCHENS

LARRY

CU

MMINGS JR

LANNIE

TO

MLINSON JR.

LESLIE

TRUST

THE DEPOT

ETUX

MCCLATCHY

CHARLES

IVESTER

VIRGINIA

MCALEXANDER

VERNA

STRICKLAND

DAVID

B O N NER ST

SALE

M

AVE

N BET HLEHEM ST

TEERTS DEPOLEVEDNU

HILL ST

CUBA ST

NE BOUNDARY ST

CHICKASA

W ST.

10

0

10

1

102

10

4103

105

10

2000

2001

2002

2003

2004

POT Sta. 106+77.000

110

PI Sta. 113+42.500

115

PI Sta. 116+11.450

EQUATION:

Sta 2+08.860 AH

5

PC Sta. 8+42.981

10

Cu

rv

e S

R-4

_R

EV

-1

L =

1

,6

73

.7

00

'

T =

1

,0

03

.2

18

'

R =

1,206.2

38'

PC

8

+4

2.9

81

PI Sta 118+93.699 BK =

DEF. = 0° 3' 46.939"

DEF. = 0° 5' 45.574"

DEF. = 0° 21' 46.439"

E =

MA

TC

H E

XIS

TIN

G

PT

2

5+

16

.6

81

5

10

608.10

EL. 605.15

K = 47

EL

. 6

27

.35

580.0

00' V

.C.

K =

62

EQUATION:BK 118+93.699 =AH 2+08.860

EL. 606.792

EL. 610.152

EL. 615.752

EL. 588.52

K = 66

586.04

VPT 3+85.161

EL. 611.924

EL. 594.909

EL. 586.530

VPC 114+90

-5.3200

%

VPC 111+00

VPT 113+50

VPI 112+25

VP

I 117+

80

VPI 8+25

VPC 7+05

VPT 9+45

240' V.C.

250' V.C.

+4.0000%

603.99

603.55

603.11

602.66

EO

P S

TA

. 9

+7

5B

OP

ST

A.

11

0+

75

-1.3113%

-1.6622%

SE

E C

RO

SS

SE

CT

ION

SS

TA

. 113+

00 T

O S

TA

. 116+

00

SP

EC

IAL

DIT

CH

RE

Q'D

LT

.

110

111

112

113

114

115

116

117

118

608.10

607.30

606.77

606.33

605.83

605.49

605.23

605.21

605.39

606.25

607.95

610.17

611.67

613.06

598.54

588.08

601.40

613.10

34

56

78

910

11

12

610.41

608.30

605.89

603.46

600.98

598.52

596.07

594.27

592.24

590.94

589.65

588.69

587.95

587.23

586.43

585.63

584.79

584.13

583.60

583.19

582.72

608.10

607.45

606.79

606.40

606.54

607.21

608.42

610.15

612.15

614.15

616.14

617.86

619.18

620.10

620.61

620.72

608.10

607.45

606.79

606.40

606.54

607.21

608.42

610.15

612.15

614.15

616.14

617.86

619.18

620.10

620.61

620.72

620.43

619.74

617.65

615.87

613.70

611.13

608.47

605.81

603.15

600.49

597.83

595.17

592.67

590.54

588.80

587.43

586.45

SU

PE

R E

L. N

CF

T/F

T W

IDT

H

EX

TR

A W

IDT

H O

N I

NS

IDE

0F

T

SE

E D

WG

.C

AS

E

sarust
ADDENDUM
Page 5: S E C T I O N 9 0 5 -- P R O P O S A L CONTINUED)mdot.ms.gov/bidsystem_data/20190529/ADDENDUMS/105333301_1.pdf · S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) hereby

10

53

33

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01

00

0-1

00

SR

-4_R

EV

11

0+

98

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125.5

56

1918381.8

18

80

34

36

.96

5

105333-301000-101

SR

-4

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EV

11

0+

98

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940.0

00

1918367.3

72

80

34

37

.01

4

105333-301000-102

SR

-4

_R

EV

111+

96.8

46

-4

0.0

00

1918445.9

47

803536.4

74

10

53

33

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01

00

0-1

03

SR

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EV

11

2+

25

.00

040.0

00

19

18

36

5.5

49

803563.4

72

10

53

33

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01

00

0-1

04

SR

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EV

11

2+

25

.00

050.0

00

1918355.5

50

803563.3

28

10

53

33

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01

00

0-1

05

SR

-4_R

EV

11

3+

42

.50

0-65.0

00

19

18

46

8.8

45

803682.4

73

10

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01

00

0-1

06

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11

3+

42

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050.0

00

1918353.8

57

803680.8

16

10

53

33

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01

00

0-1

07

SR

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11

3+

42

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060.0

00

1918343.8

58

803680.6

72

10

53

33

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01

00

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08

SR

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11

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660.0

00

1918342.8

34

803757.6

07

10

53

33

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01

00

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09

SR

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98

19

18

47

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80

39

51

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0

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00

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90

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00

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97

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60

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14

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01

00

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00

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39

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66

10

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01

00

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13

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82

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0.0

00

19

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46

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08

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75

10

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01

00

0-1

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0.0

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45

804490.6

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00

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17

SR

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1-60.0

00

19

18

45

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44

804490.7

50

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01

00

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3-60.0

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88

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01

00

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00

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6.3

60

804600.8

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01

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2

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57

19

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39

804688.5

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00

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09

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CU

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CU

BA

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31

49.9

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51

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50

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CU

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21

804559.4

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16.4

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69

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70

804620.9

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BO

UN

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0.0

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12

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750.0

00

1917819.7

97

803486.3

54

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67

1917834.2

46

19

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71

1.4

46

803466.1

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87

803480.4

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MP

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10

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10

53

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10

53

33

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01

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43

CO

MP

RE

SS

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T

CO

MP

RE

SS

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T

CO

MP

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4+

55

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040.0

00

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0.0

00

5+

00

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0

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56

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0

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56

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0

1917859.8

26

803503.8

65

1917923.9

39

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93

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78

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58

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96

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10

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ADDENDUM