november 13, 1997...the control of access on this project shall be by permit 360 ’ 1999 2024 9850...

33
June 12, 2013 CALL NO. 109 CONTRACT ID NO. 131039 ADDENDUM # 2 Subject: Simpson County, STP 5386 (003) Letting June 14, 2013 (1)Revised Plan Sheets R1, R2D, R2E, & R74 (2)Added - Plan Sheets R74A, R74B, & R74C (3)Revised Wage Rates Pages 71-85 of 99 (4)Revised Bid Items Pages 97-99 of 99 Proposal revisions are available at http://transportation.ky.gov/Construction- Procurement/ . Plan revisions are available at http://www.lynnimaging.com/kytransportation/ . If you have any questions, please contact us at 502-564-3500. Sincerely, Ryan Griffith Acting Director Division of Construction Procurement RG:ks Enclosures

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Page 1: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

June 12, 2013

CALL NO. 109

CONTRACT ID NO.

131039 ADDENDUM # 2

Subject: Simpson County, STP 5386 (003)

Letting June 14, 2013

(1)Revised – Plan Sheets – R1, R2D, R2E, & R74

(2)Added - Plan Sheets – R74A, R74B, & R74C

(3)Revised – Wage Rates – Pages 71-85 of 99

(4)Revised – Bid Items – Pages 97-99 of 99

Proposal revisions are available at http://transportation.ky.gov/Construction-

Procurement/.

Plan revisions are available at http://www.lynnimaging.com/kytransportation/.

If you have any questions, please contact us at 502-564-3500.

Sincerely,

Ryan Griffith

Acting Director

Division of Construction Procurement

RG:ks

Enclosures

Page 2: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

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C:\PWWORK\ANDREW.STEWART\D0153901\R00100LS.DGN FILE NAME:

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April 19, 2013 DATE PLOTTED:

Andrew.Stewart USER:

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REVISED 6-10-13
Page 4: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

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25

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25

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1 1 7 17

54 1

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2 1 18 1 18

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July 12, 2012 DATE PLOTTED:

david.haydon USER:

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1 1

July 12, 2012 DATE PLOTTED:

david.haydon USER: E-SHEET NAME: MicroStation v8.11.7.443

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David.Haydon
Text Box
REVISED 6-10-13
David.Haydon
Polygon
David.Haydon
Callout
REVISED QUANTITIES
David.Haydon
Callout
ITEMS ADDED
David.Haydon
Polygon
Joseph.Plunk
Polygon
David.Haydon
Callout
ITEMS ADDED
Joseph.Plunk
Polygon
Joseph.Plunk
Polygon
David.Haydon
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REVISED QUANTITY
David.Haydon
Callout
REVISED QUANTITY
Joseph.Plunk
Polygon
David.Haydon
Callout
BID ITEM CHANGED
Page 6: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

EN

TR

AN

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4" TRAFFIC BOUND BASE

TON

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1.50" CLASS 3 ASPHALT SURFACE 0.50A PG64-22

1.25" CLASS 3 ASPHALT SURFACE 0.38D PG64-22

4" DGA BASE

4.00" CLASS 3 ASPHALT BASE 1.00D PG64-22

4.25" CLASS 3 ASPHALT BASE 1.00D PG64-22

4.75" CLASS 3 ASPHALT BASE 1.00D PG64-22

3.00" CLASS 3 ASPHALT BASE 1.00D PG64-22

2.00" CLASS 3 ASPHALT BASE 0.38D PG64-22

8" CRUSHED STONE BASE

4" CRUSHED STONE BASE

6" CRUSHED STONE BASE

4" DRAINAGE BLANKET TYPE II (ASPH.)

CLASS 3 ASPHALT SURFACE 0.50A PG64-22

CLASS 3 ASPHALT SURFACE 0.38D PG64-22

CLASS 3 ASPHALT BASE 1.00D PG64-22

DRAINAGE BLANKET TYPE II (ASPH.)

DGA BASE

TRAFFIC BOUND BASE

4.50" CLASS 3 ASPHALT BASE 1.00D PG64-22

5.00" CLASS 3 ASPHALT BASE 1.00D PG64-22

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Page 7: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

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4" DGA BASE

4.00" CLASS 3 ASPHALT BASE 1.00D PG64-22

4.25" CLASS 3 ASPHALT BASE 1.00D PG64-22

4.75" CLASS 3 ASPHALT BASE 1.00D PG64-22

3.00" CLASS 3 ASPHALT BASE 1.00D PG64-22

2.00" CLASS 3 ASPHALT BASE 0.38D PG64-22

8" CRUSHED STONE BASE

4" CRUSHED STONE BASE

6" CRUSHED STONE BASE

4" DRAINAGE BLANKET TYPE II (ASPH.)

CLASS 3 ASPHALT SURFACE 0.50A PG64-22

CLASS 3 ASPHALT SURFACE 0.38D PG64-22

CLASS 3 ASPHALT BASE 1.00D PG64-22

DRAINAGE BLANKET TYPE II (ASPH.)

DGA BASE

TRAFFIC BOUND BASE

4.50" CLASS 3 ASPHALT BASE 1.00D PG64-22

5.00" CLASS 3 ASPHALT BASE 1.00D PG64-22

8" EQUIV. DEPTH CRUSHED STONE BASE

8" DGA BASE

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David.Haydon
Polygon
David.Haydon
Polygon
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Polygon
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Polygon
David.Haydon
Polygon
David.Haydon
Polygon
David.Haydon
Callout
REVISED QUANTITIES
David.Haydon
Line
David.Haydon
Callout
ADDED QUANTITIES
David.Haydon
Line
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REVISED QUANTITIES
David.Haydon
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David.Haydon
Text Box
REVISED 6-10-13
Page 8: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

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3-4, 2013, A

ND

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April 18, 2013 DATE PLOTTED:

David.Haydon USER: E-SHEET NAME: MicroStation v8.11.7.443

CO

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C:\PWWORK\DAVID.HAYDON\D0153901\R07400MT.DGN FILE NAME:

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SIG

NS

.

Andrew.Stewart
Text Box
Revised 6/10/13 Phasing plan changed to include diversion.
Joseph.Plunk
Polygon
Joseph.Plunk
Polygon
Page 10: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

N1

4°0

5’0

1"E

16+00

17+00

18+00

19+00

20+00

21+00

GRAVEL ENT.

5’ METAL

B-TOP ENT.

23’ HIGH

4-P

TP

1-TE

20’ HIGH

1-TE

FR

AM

E

1 1

/2-S

GAR.

FR.

BR

ICK

1-S

LA

WN

PIL

LA

RS

ST

ON

E

GA

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ME

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L

LP

PIL

E

LU

MB

ER

TP

SIG

N

WO

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#1

4

#1

5

#16

#1

7

15"

15"

15"

15"

EX

IS

T &

PR

OP

R/W

TE

MP ES

MT FOR

SLOPE & ENTR CONST

70

16

+0

07

0

18

+4

0

65

18

+4

0

65

18

+7

0

70

18

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0

65

18

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5

75

18

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5

P.L.

P.L.

LIG

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S

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TR

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CE

CO

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4’ WOOD PLANK

HO

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MO

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18" C

MP

15" R

CP

18" R

CP

15" R

CP

WM

WV

6’ METAL

WV

WV

WV

EN

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GR

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SIG

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WA

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SIM

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CO

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#18

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9

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"

VEGETATION

RC

BC

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BR

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P.L.

WV

WV

WV

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MP

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SC

RE

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DR

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PAY LAKE

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TE

R

50

17

+5

0

60

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65

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10

5

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0

105

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10

75

19

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15"

18"FO

R D

RA

INA

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PE

RM

ES

MT

85

20

+0

0

80

20+

32.5

0

70

20

+0

5

50

20

+0

5

90

20+

60

90

20

+6

9.1

4

50

20+

68.7

5

EX

IS

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PR

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R/W

EX

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T &

PR

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R/W

SL

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MP

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MT

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5

75

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5

50

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75

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SLOPE AND ENTR CONST.

BLDG RE

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TE

MP ES

MT FOR

90

.00

21+

00

72

20+

65

69

21

+3

0

76

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21

+4

5

6" A

C

10" P

VC

FIBER OPTIC

25.00

N75°54’59"W

13

9.4

73

59

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316.7

3

N1

4°0

5’0

1"E

10

12

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44

2.4

24

41

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N1

4°0

5’0

1"E

10

12

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67

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17+

09.5

2

50

17+

09.3

8

50

18+

58.6

1

63

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18

+5

9.7

4

A B C

A

N75°5

4’59"W

20.0

0

B

N1

4°0

5’0

1"E

9.1

4

C

S75°21’37"E 40.00

N5°53’58"W 58.52

70.0

0

N14°0

5’0

1"E

75

21+

15

25.00

N75°54’59"W

PROP. 6’X

3’-128’ B

OX CULVERT

4" M

AP

LE

SH

RU

BS

6" H

EM

LO

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2"

MAPLE

MAPLE

2" CRIMSON

2"

MAPLE

2"

MAPLE

MAPLE

2" CRIMSON

50

20

+0

0

50

20

+0

0

+13.58

+63.73

36" M

AP

LE

20" M

AP

LE

24" M

AP

LE

-50.00

21+

03.76

B-TOP ENT.

DIS

TU

RB

DO

NO

T

GRAVEL ENT.

DIS

TU

RB

DO

NO

T

22+00

May 4, 2012 DATE PLOTTED:

kelly.metcalf USER: E-SHEET NAME: MicroStation v8.11.7.180

CO

UN

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OF

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EM

NO

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HE

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NO

.

SC

AL

E:

1"=

20’

C:\PWWORK\DAVID.HAYDON\D0632048\R01100PL.DGN FILE NAME:

SIM

PS

ON

3-8.1

0’

40’

80’

20’

R74A

ML

ST

A. 16+

40.3

0

BE

G.

DIV

ER

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5+00

PC 1+00.00

PT 2+98.58

PC 3+02.81

PT 5+01.39PC 5+05.20

PI 1+99.47

PI 4+02.28

PI 6+04.68

C

CC

CC

C

CC

Ru

no

ut=

Runoff=

e=

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R=

13

40

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=198.5

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T=

99.4

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PI S

TA

1+

99.4

7D

Runout=25.81’

Runoff=51.61’

e=RC

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R=1340.00’

T=99.47’

PI STA=1+

99.47

Runout=25.81’

Runoff=25.81’

e=RC

E=3.69’

R=1340.00’

T=99.47’

PI STA=4+02.28

Runout=25.81’

Runoff=25.81’

e=RC

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R=1340.00’

T=99.47’

PI STA=6+04.68

DIV

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RC

BC

, R

T. !

CO

NS

T.

TW

O 3

0" -

43

LF

TE

MP

. P

IP

E A

ND

TIE

TO

EX

IS

T 6

X 3

RC

BC

, R

T. !

CO

NS

T.

TW

O 3

0" -

38

LF

TE

MP

. P

IP

E A

ND

TE

MP

BA

RR

IER

WA

LL

TE

MP

BA

RR

IER

WA

LL

CR

AS

H C

US

HIO

N T

Y V

I

Page 11: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

N1

4°0

5’0

1"E

16+00

17+00

18+00

19+00

20+00

21+00

GRAVEL ENT.

5’ METAL

B-TOP ENT.

23’ HIGH

4-P

TP

1-TE

20’ HIGH

1-TE

FR

AM

E

1 1

/2-S

GAR.

FR.

BR

ICK

1-S

LA

WN

PIL

LA

RS

ST

ON

E

GA

TE

ME

TA

L

LP

PIL

E

LU

MB

ER

TP

SIG

N

WO

OD

#1

4

#1

5

#16

#1

7

15"

15"

15"

15"

EX

IS

T &

PR

OP

R/W

TE

MP ES

MT FOR

SLOPE & ENTR CONST

70

16

+0

07

0

18

+4

0

65

18

+4

0

65

18

+7

0

70

18

+7

0

65

18

+8

5

75

18

+8

5

P.L.

P.L.

LIG

HT

S

EN

TR

AN

CE

CO

NC

. S

IDE

WA

LK

4’ WOOD PLANK

HO

ME

MO

BIL

E

18" C

MP

15" R

CP

18" R

CP

15" R

CP

WM

WV

6’ METAL

WV

WV

WV

EN

T

GR

.

SIG

N

WO

OD

WA

TE

R D

IST

RIC

T

SIM

PS

ON

CO

UN

TY

20

P

#18

#1

9

18

"

VEGETATION

RC

BC

6’x3’

BL

DG

.

BR

ICK

P.L.

WV

WV

WV

15" C

MP

MO

VIE

SC

RE

EN

DR

IVE

-IN

PAY LAKE

SP

IGO

T

WA

TE

R

50

17

+5

0

60

18+

00

65

18

+8

0

10

5

18

+9

0

105

19+

10

75

19

+2

0

#1

9A

15"

18"FO

R D

RA

INA

GE

PE

RM

ES

MT

85

20

+0

0

80

20+

32.5

0

70

20

+0

5

50

20

+0

5

90

20+

60

90

20

+6

9.1

4

50

20+

68.7

5

EX

IS

T &

PR

OP

R/W

EX

IS

T &

PR

OP

R/W

SL

OP

E C

ON

ST

TE

MP

ES

MT

FO

R

FO

R D

RA

INA

GE

PE

RM

ES

MT

EN

T &

SL

OP

E C

ON

ST

TE

MP

ES

MT

FO

R

50

19

+8

5

75

19

+8

5

50

20+

55

75

20+

55

SLOPE AND ENTR CONST.

BLDG RE

MOVAL AND

TE

MP ES

MT FOR

90

.00

21+

00

72

20+

65

69

21

+3

0

76

.41

21

+4

5

6" A

C

10" P

VC

FIBER OPTIC

25.00

N75°54’59"W

13

9.4

73

59

.38

316.7

3

N1

4°0

5’0

1"E

10

12

.24

44

2.4

24

41

.48

N1

4°0

5’0

1"E

10

12

.25

67

.72

17+

09.5

2

50

17+

09.3

8

50

18+

58.6

1

63

.51

18

+5

9.7

4

A B C

A

N75°5

4’59"W

20.0

0

B

N1

4°0

5’0

1"E

9.1

4

C

S75°21’37"E 40.00

N5°53’58"W 58.52

70.0

0

N14°0

5’0

1"E

75

21+

15

25.00

N75°54’59"W

PROP. 6’X

3’-128’ B

OX CULVERT

4" M

AP

LE

SH

RU

BS

6" H

EM

LO

CK

2"

MAPLE

MAPLE

2" CRIMSON

2"

MAPLE

2"

MAPLE

MAPLE

2" CRIMSON

50

20

+0

0

50

20

+0

0

+13.58

+63.73

36" M

AP

LE

20" M

AP

LE

24" M

AP

LE

-50.00

21+

03.76

B-TOP ENT.

DIS

TU

RB

DO

NO

T

GRAVEL ENT.

DIS

TU

RB

DO

NO

T

22+00

May 4, 2012 DATE PLOTTED:

kelly.metcalf USER: E-SHEET NAME: MicroStation v8.11.7.180

CO

UN

TY

OF

IT

EM

NO

.S

HE

ET

NO

.

SC

AL

E:

1"=

20’

C:\PWWORK\DAVID.HAYDON\D0632048\R01100PL.DGN FILE NAME:

SIM

PS

ON

3-8.1

0’

40’

80’

20’

R74A

ML

ST

A. 16+

40.3

0

BE

G.

DIV

ER

SIO

N @

5+00

PC 1+00.00

PT 2+98.58

PC 3+02.81

PT 5+01.39PC 5+05.20

PI 1+99.47

PI 4+02.28

PI 6+04.68

C

CC

CC

C

CC

Ru

no

ut=

Runoff=

e=

E=

R=

13

40

.00

’L

=198.5

8’

T=

99.4

7’

PI S

TA

1+

99.4

7D

Runout=25.81’

Runoff=51.61’

e=RC

E=3.69’

R=1340.00’

T=99.47’

PI STA=1+

99.47

Runout=25.81’

Runoff=25.81’

e=RC

E=3.69’

R=1340.00’

T=99.47’

PI STA=4+02.28

Runout=25.81’

Runoff=25.81’

e=RC

E=3.69’

R=1340.00’

T=99.47’

PI STA=6+04.68

DIV

ER

SIO

N S

TA

. 1

+0

0 T

O S

TA

. 6

+6

1.5

5

TIE

TO

EX

IS

T 6

X 3

RC

BC

, R

T. !

CO

NS

T.

TW

O 3

0" -

43

LF

TE

MP

. P

IP

E A

ND

TIE

TO

EX

IS

T 6

X 3

RC

BC

, R

T. !

CO

NS

T.

TW

O 3

0" -

38

LF

TE

MP

. P

IP

E A

ND

TE

MP

BA

RR

IER

WA

LL

TE

MP

BA

RR

IER

WA

LL

CR

AS

H C

US

HIO

N T

Y V

I

David.Haydon
Text Box
NEW SHEET 6-10-13
Page 12: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

0’

40’

80’

20’

23+00

24+00

25+00

26+00

27+00

28+00

PC 24+28.44

N1

4°0

5’0

1"E

GROVES RD.

B-TOP

B-TOP ENT.

GR. ENT.

5’ CHAIN LINK

1-TE

22’ HIGH

2-P & 1-TE

DIS

H

SA

T.

FRA

ME

1-S

GA

R.

FR

.

SH

ED

FR

.

WM

BL

K.

CO

NC

.

(BUS.)

1-S- CONC. BLK.

PARKING

B-T

OP

TP

LP

DIS

H

SA

T.

FRA

ME

1-S

PARKING

GRAVEL

TP

PP

LP

4’ WW

LP

PO

LE

FL

AG

PARKING

B-T

OP

PO

LE

FL

AG

(FOUNDATION RE

MAINS)

CONC. PORCH

TP

PP

#20

#21

15"

18"

50

24+28.44

70

27+

45

85

27+

45

80

23+

75

55

27+

00

#21A

PARKING

GRAVEL

PARKING

GRAVEL

SIG

N

SIG

N

(ABANDONED)

PU

MP ISLAND

PARKING

GRAVEL

B-TOP

GR. ENT.

PAYLAKE

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

5’ R

10’

R

10’

R

C.P. 392

C.P. 305

18" C

MP

15" C

MP

15" C

MP

WV

SLOPE & ENTR CONST

TE

MP ES

MT FOR

SLOPE & ENTR CONST

TE

MP ES

MT FOR

110

23+

50

110

23+82.14

50

23+85.48

75

24+14.14

67

27+01.92

50

27+04.22

25’ R

25’ R

60

23+

75

TYPE 1

RA

MP

Runout 140

Runoff 140

e RC

emax 0.06

E 15.39

R 5729.60

L 838.98

T 420.24

C 838.23

Delta 8°23’23" RT

PI STA 28+48.68

SLOPE & ENTR CONST

TE

MP ES

MT FOR

SLOPE & ENTR CONST

TE

MP ES

MT FOR

80

23+

45

50

24+15.53

50

24+28.44

6" AC

10" PVC

FIBER OPTIC

44

1.4

8

N1

4°0

5’0

1"E

10

12

.25

30.0

51

2.9

1

N1

5°0

9’2

2"E

LC

21

6.3

6

L 2

16

.38

R 5

779.6

0A

B

AB

N1

6°3

2’0

6"E

LC

61

.82

L 6

1.8

2

R 5

779.6

0

C

C

N17°1

7’3

1"E

LC

90.8

9

L 9

0.8

9

R 5

779.6

0

50

27+94.33

86.5

2

27+88.69

12

8.3

5

50

23+00.09

78.8

8

23+03.20

N14°49’42"E

LC 147.66

L 147.67

R 5679.60

58.9

2

25+78.07

D

N2

0°0

6’2

8"E

LC

477.0

8

L 4

77.2

2

R 5

779.6

0

D

EXIST

& PROP R/

W

EXIST

& PROP R/

W

SLOPE & ENTR CONST

TE

MP ES

MT FOR

BL

DG

RE

MO

VA

L

TE

MP

ES

MT

FO

R

SHELTER

25’ R

GROVES LANE

3’ SHRUBS

3’ SHRUBS

+99.85

P.L.

P.L.

50

25+13.27

73.9

1

25+10.91

79.2

7

23+

28

2.7

’ R

5.3

’ R

77.39

22+25.00

90.00

22+25.00

90.00

22+55.00

78.04

22+55.00

50

23+23.10

23

.01

N18°50’10"E

LC 646.55

L 646.90

R 5679.60

N1

4°0

5’0

1"E

10

12

.24

N18°16’42"E

LC 830.92

L 831.65

R 5679.60

N18°16’42"E

LC 845.55

L 846.31

R 5779.60

28

1.7

2

BL

K.

CO

NC

.

1-S

BL

K.

CO

NC

.

1-S

6’ WOOD FENCE

SH

ED

FR

.

P.L.

75.5

4

26+64.36

50

26+66.96

STATUE

CO

W

DISTURB

DO NOT

50

25+77.41

8’ R

May 4, 2012 DATE PLOTTED:

kelly.metcalf USER: E-SHEET NAME: MicroStation v8.11.7.180

CO

UN

TY

OF

IT

EM

NO

.S

HE

ET

NO

.

SC

AL

E:

1"=

20’

C:\PWWORK\DAVID.HAYDON\D0632048\R01100PL.DGN FILE NAME:

ML

ST

A.

24

+4

3.6

4

EN

D D

IVE

RS

ION

@

9+13

PT 7+03.79

PC 7+08.28

PT 9+06.33

PI 8+07.49C

C

CC

C

Runout=25.81’

Runoff=25.81’

e=RC

E=3.67’

R=1340.00’

T=99.21’

PI STA=8+07.49

SIM

PS

ON

3-8.1

R7

4B

DIV

ER

SIO

N S

TA

. 6+

61.5

5 T

O S

TA

. 9+

06.3

3

CR

AS

H C

US

HIO

N T

Y V

I

TE

MP

BA

RR

IER

WA

LL

Page 13: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

0’

40’

80’

20’

23+00

24+00

25+00

26+00

27+00

28+00

PC 24+28.44

N1

4°0

5’0

1"E

GROVES RD.

B-TOP

B-TOP ENT.

GR. ENT.

5’ CHAIN LINK

1-TE

22’ HIGH

2-P & 1-TE

DIS

H

SA

T.

FRA

ME

1-S

GA

R.

FR

.

SH

ED

FR

.

WM

BL

K.

CO

NC

.

(BUS.)

1-S- CONC. BLK.

PARKING

B-T

OP

TP

LP

DIS

H

SA

T.

FRA

ME

1-S

PARKING

GRAVEL

TP

PP

LP

4’ WW

LP

PO

LE

FL

AG

PARKING

B-T

OP

PO

LE

FL

AG

(FOUNDATION RE

MAINS)

CONC. PORCH

TP

PP

#20

#21

15"

18"

50

24+28.44

70

27+

45

85

27+

45

80

23+

75

55

27+

00

#21A

PARKING

GRAVEL

PARKING

GRAVEL

SIG

N

SIG

N

(ABANDONED)

PU

MP ISLAND

PARKING

GRAVEL

B-TOP

GR. ENT.

PAYLAKE

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

5’ R

10’

R

10’

R

C.P. 392

C.P. 305

18" C

MP

15" C

MP

15" C

MP

WV

SLOPE & ENTR CONST

TE

MP ES

MT FOR

SLOPE & ENTR CONST

TE

MP ES

MT FOR

110

23+

50

110

23+82.14

50

23+85.48

75

24+14.14

67

27+01.92

50

27+04.22

25’ R

25’ R

60

23+

75

TYPE 1

RA

MP

Runout 140

Runoff 140

e RC

emax 0.06

E 15.39

R 5729.60

L 838.98

T 420.24

C 838.23

Delta 8°23’23" RT

PI STA 28+48.68

SLOPE & ENTR CONST

TE

MP ES

MT FOR

SLOPE & ENTR CONST

TE

MP ES

MT FOR

80

23+

45

50

24+15.53

50

24+28.44

6" AC

10" PVC

FIBER OPTIC

44

1.4

8

N1

4°0

5’0

1"E

10

12

.25

30.0

51

2.9

1

N1

5°0

9’2

2"E

LC

21

6.3

6

L 2

16

.38

R 5

779.6

0A

B

AB

N1

6°3

2’0

6"E

LC

61

.82

L 6

1.8

2

R 5

779.6

0

C

C

N17°1

7’3

1"E

LC

90.8

9

L 9

0.8

9

R 5

779.6

0

50

27+94.33

86.5

2

27+88.69

12

8.3

5

50

23+00.09

78.8

8

23+03.20

N14°49’42"E

LC 147.66

L 147.67

R 5679.60

58.9

2

25+78.07

D

N2

0°0

6’2

8"E

LC

477.0

8

L 4

77.2

2

R 5

779.6

0

D

EXIST

& PROP R/

W

EXIST

& PROP R/

W

SLOPE & ENTR CONST

TE

MP ES

MT FOR

BL

DG

RE

MO

VA

L

TE

MP

ES

MT

FO

R

SHELTER

25’ R

GROVES LANE

3’ SHRUBS

3’ SHRUBS

+99.85

P.L.

P.L.

50

25+13.27

73.9

1

25+10.91

79.2

7

23+

28

2.7

’ R

5.3

’ R

77.39

22+25.00

90.00

22+25.00

90.00

22+55.00

78.04

22+55.00

50

23+23.10

23

.01

N18°50’10"E

LC 646.55

L 646.90

R 5679.60

N1

4°0

5’0

1"E

10

12

.24

N18°16’42"E

LC 830.92

L 831.65

R 5679.60

N18°16’42"E

LC 845.55

L 846.31

R 5779.60

28

1.7

2

BL

K.

CO

NC

.

1-S

BL

K.

CO

NC

.

1-S

6’ WOOD FENCE

SH

ED

FR

.

P.L.

75.5

4

26+64.36

50

26+66.96

STATUE

CO

W

DISTURB

DO NOT

50

25+77.41

8’ R

May 4, 2012 DATE PLOTTED:

kelly.metcalf USER: E-SHEET NAME: MicroStation v8.11.7.180

CO

UN

TY

OF

IT

EM

NO

.S

HE

ET

NO

.

SC

AL

E:

1"=

20’

C:\PWWORK\DAVID.HAYDON\D0632048\R01100PL.DGN FILE NAME:

ML

ST

A.

24

+4

3.6

4

EN

D D

IVE

RS

ION

@

9+13

PT 7+03.79

PC 7+08.28

PT 9+06.33

PI 8+07.49C

C

CC

C

Runout=25.81’

Runoff=25.81’

e=RC

E=3.67’

R=1340.00’

T=99.21’

PI STA=8+07.49

SIM

PS

ON

3-8.1

R7

4B

DIV

ER

SIO

N S

TA

. 6+

61.5

5 T

O S

TA

. 9+

06.3

3

CR

AS

H C

US

HIO

N T

Y V

I

TE

MP

BA

RR

IER

WA

LL

David.Haydon
Text Box
NEW SHEET 6-10-13
Page 14: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

SIM

PS

ON

SC

AL

E:

1" =

5’

3-8.1

R74C

TE

LE

PH

ON

E

FIB

ER

OP

TIC

TE

L.

TE

L.

10

" P

VC

W.L

.6" A

C W

.L.

R

R

4.0

%2.0

%4.0

%2.0

%2.0

%2.0

%2.0

%2.0

%2.0

%2.0

%2.0

%4.0

%2.0

%4.0

%

3:1

3:1

74

5

75

0

75

5

760

765

05

10

15

20

25

30

35

40

45

50

55

60

65

70

75

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

74

5

75

0

75

5

760

765

759.1

760.31

EP

EP

20+

34

2’

10

’1

0’

2’

3’

1:1

April 11, 2013 DATE PLOTTED:

Jonathon.Ross USER: E-SHEET NAME: MicroStation v8.11.7.180

CO

UN

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EM

NO

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HE

ET

NO

.

SC

AL

E:

1"=

C:\PWWORK\DAVID.HAYDON\D0153901\XSECT.DGN FILE NAME:

DIV

ER

SIO

N F

OR

BO

X C

UL

VE

RT

ST

A.

20

+3

4 T

YP

IC

AL

OF

TE

LE

PH

ON

E

FIB

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David.Haydon
Text Box
NEW SHEET 6-10-13
Page 16: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

General Decision Number: KY130102 06/07/2013 KY102

Superseded General Decision Number: KY20120127

State: Kentucky

Construction Type: Highway

Counties: Allen, Ballard, Butler, Caldwell, Calloway, Carlisle, Christian, Crittenden, Daviess, Edmonson, Fulton, Graves, Hancock, Henderson, Hickman, Hopkins, Livingston, Logan, Lyon, Marshall, McCracken, McLean, Muhlenberg, Ohio, Simpson, Todd, Trigg, Union, Warren and Webster Counties in Kentucky.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges).

Modification Number Publication Date0 01/04/20131 02/01/20132 04/05/20133 04/26/20134 05/03/20135 05/31/20136 06/07/2013

BRIN0004-002 06/01/2011

BALLARD, BUTLER, CALDWELL, CARLISLE, CRITTENDEN, DAVIESS,EDMONSON, FULTON, GRAVES, HANCOCK, HENDERSON, HICKMAN,HOPKINS, LIVINGSTON, LYON, MARSHALL, MCCRACKEN, MCLEAN,MUHLENBERG, OHIO, UNION, and WEBSTER COUNTIES

Rates Fringes

BRICKLAYER Ballard, Caldwell, Carlisle, Crittenden, Fulton, Graves, Hickman, Livingston, Lyon, Marshall, and McCracken Counties....................$ 24.11 10.30Butler, Edmonson, Hopkins, Muhlenberg, and Ohio Counties....................$ 24.61 10.22Daviess, Hancock, Henderson, McLean, Union, and Webster Counties........$ 28.47 12.78

----------------------------------------------------------------BRTN0004-005 05/01/2009

ALLEN, CALLOWAY, CHRISTIAN, LOGAN, SIMPSON, TODD, TRIGG, andWARREN COUNTIES

Page 1 of 14

6/7/2013http://www.wdol.gov/wdol/scafiles/davisbacon/KY102.dvb?v=6

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 71 of 99

REVISED: 6-12-13

Page 17: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

Rates Fringes

BRICKLAYER.......................$ 24.52 1.83----------------------------------------------------------------CARP0357-002 04/01/2013

Rates Fringes

CARPENTER........................$ 26.90 14.42Diver............................$ 40.73 14.42PILEDRIVERMAN....................$ 27.15 14.42----------------------------------------------------------------ELEC0369-006 05/29/2013

BUTLER, EDMONSON, LOGAN, TODD & WARREN COUNTIES:

Rates Fringes

ELECTRICIAN......................$ 29.48 14.37----------------------------------------------------------------ELEC0429-001 02/01/2010

ALLEN & SIMPSON COUNTIES:

Rates Fringes

ELECTRICIAN......................$ 21.85 10.35----------------------------------------------------------------* ELEC0816-002 06/01/2013

BALLARD, CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN,FULTON (Except a 5 mile radius of City Hall in Fulton), GRAVES,HICKMAN, LIVINGSTON, LYON, MARSHALL, MCCRACKEN & TRIGG COUNTIES:

Rates Fringes

ELECTRICIAN......................$ 30.58 25.5%+5.35

Cable spicers receive $.25 per hour additional.----------------------------------------------------------------* ELEC1701-003 06/01/2013

DAVIESS, HANCOCK, HENDERSON, HOPKINS, MCLEAN, MUHLENBERG, OHIO,UNION & WEBSTER COUNTIES:

Rates Fringes

ELECTRICIAN......................$ 30.03 13.72

Cable spicers receive $.25 per hour additional.----------------------------------------------------------------ELEC1925-002 06/01/2012

FULTON COUNTY (Up to a 5 mile radius of City Hall in Fulton):

Rates Fringes

Page 2 of 14

6/7/2013http://www.wdol.gov/wdol/scafiles/davisbacon/KY102.dvb?v=6

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 72 of 99

REVISED: 6-12-13

Page 18: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

CABLE SPLICER....................$ 25.00 10.27ELECTRICIAN......................$ 25.00 10.43----------------------------------------------------------------ENGI0181-017 07/01/2012

Rates Fringes

Operating Engineer: GROUP 1.....................$ 27.35 13.40GROUP 2.....................$ 24.87 13.40GROUP 3.....................$ 25.26 13.40GROUP 4.....................$ 24.60 13.40

OPERATING ENGINEER CLASSIFICATIONS

GROUP 1 - A-Frame Winch Truck; Auto Patrol; Backfiller;Batcher Plant; Bituminous Paver; Bituminous TransferMachine; Boom Cat; Bulldozer; Mechanic; Cableway; Carry-AllScoop; Carry Deck Crane; Central Compressor Plant; CherryPicker; Clamshell; Concrete Mixer (21 cu. ft. or Over);Concrete Paver; Truck-Mounted Concrete Pump; Core Drill;Crane; Crusher Plant; Derrick; Derrick Boat; Ditching &Trenching Machine; Dragline; Dredge Operator; DredgeEngineer; Elevating Grader & Loaders; Grade-All; Gurries;Heavy Equipment Robotics Operator/Mechanic; High Lift;Hoe-Type Machine; Hoist (Two or More Drums); HoistingEngine (Two or More Drums); Horizontal Directional DrillOperator; Hydrocrane; Hyster; KeCal Loader; LeTourneau;Locomotive; Mechanic; Mechanically Operated Laser Screed;Mechanic Welder; Mucking Machine; Motor Scraper; OrangepeelBucket; Overhead Crane; Piledriver; Power Blade; Pumpcrete;Push Dozer; Rock Spreader, attached to equipment; RotaryDrill; Roller (Bituminous); Rough Terrain Crane; Scarifier;Scoopmobile; Shovel; Side Boom; Subgrader; Tailboom;Telescoping Type Forklift; Tow or Push Boat; Tower Crane(French, German & other types); Tractor Shovel; TruckCrane; Tunnel Mining Machines, including Moles, Shields orsimilar types of Tunnel Mining Equipment

GROUP 2 - Air Compressor (Over 900 cu. ft. per min.);Bituminous Mixer; Boom Type Tamping Machine; Bull Float;Concrete Mixer (Under 21 cu. ft.); Dredge Engineer;Electric Vibrator; Compactor/Self-Propelled Compactor;Elevator (One Drum or Buck Hoist); Elevator (When used toHoist Building Material); Finish Machine; Firemen & Hoist(One Drum); Flexplane; Forklift (Regardless of LiftHeight); Form Grader; Joint Sealing Machine; Outboard MotorBoat; Power Sweeper (Riding Type); Roller (Rock); RossCarrier; Skid Mounted or Trailer Mounted Conrete Pump; SkidSteer Machine with all Attachments; Switchman or Brakeman;Throttle Valve Person; Tractair & Road Widening Trencher;Tractor (50 H.P. or Over); Truck Crane Oiler; Tugger;Welding Machine; Well Points;& Whirley Oiler

GROUP 3 -All Off Road Material Handling Equipment, includingArticulating Dump Trucks; Greaser on Grease Facilitiesservicing Heavy Equipment

GROUP 4 - Bituminous Distributor; Burlap & Curing Machine;

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 73 of 99

REVISED: 6-12-13

Page 19: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

Cement Gun; Concrete Saw; Conveyor; Deckhand Oiler; GroutPump; Hydraulic Post Driver; Hydro Seeder; Mud Jack; Oiler;Paving Joint Machine; Power Form Handling Equipment; Pump;Roller (Earth); Steerman; Tamping Machine; Tractor (Under50 H.P.); & Vibrator

CRANES - with booms 150 ft. & Over (Including JIB), and wherethe length of the boom in combination with the length ofthe piling equals or exceeds 150 ft. - $1.00 above Group 1rate

EMPLOYEES ASSIGNED TO WORK BELOW GROUND LEVEL ARE TO BE PAID10% ABOVE BASIC WAGE RATE. THIS DOES NOT APPLY TO OPEN CUTWORK.

----------------------------------------------------------------* IRON0070-005 06/01/2013

BUTLER COUNTY (Eastern eighth, including the Townships ofDecker, Lee & Tilford);EDMONSON COUNTY (Northern three-fourths, including theTownships of Asphalt, Bee Spring, Brownsville, Grassland, Huff,Kyrock, Lindseyville, Mammoth Cave, Ollie, Prosperity, Rhoda,Sunfish & Sweden)

Rates Fringes

Ironworkers: Structural; Ornamental; Reinforcing; Precast Concrete Erectors...........$ 26.47 19.30

----------------------------------------------------------------IRON0103-004 04/01/2011

DAVIESS, HANCOCK, HENDERSON, HOPKINS, MCLEAN, OHIO, UNION &WEBSTER COUNTIESBUTLER COUNTY (Townships of Aberdeen, Bancock, Casey,Dexterville, Dunbar, Elfie, Gilstrap, Huntsville, Logansport,Monford, Morgantown, Provo, Rochester, South Hill & WelchsCreek);CALDWELL COUNTY (Northeastern third, including the Township ofCreswell);CHRISTIAN COUNTY (Northern third, including the Townships ofApex, Crofton, Kelly, Mannington & Wynns);CRITTENDEN COUNTY (Northeastern half, including the Townshipsof Grove, Mattoon, Repton, Shady Grove & Tribune);MUHLENBERG COUNTY (Townships of Bavier, Beech Creek Junction,Benton, Brennen, Browder, Central City, Cleaton, Depoy,Drakesboro, Eunis, Graham, Hillside, Luzerne, Lynn City,Martwick, McNary, Millport, Moorman, Nelson, Paradise,Powderly, South Carrollton, Tarina & Weir)

Rates Fringes

Ironworkers:.....................$ 28.25 14.475----------------------------------------------------------------IRON0492-003 05/01/2012

ALLEN, LOGAN, SIMPSON, TODD & WARREN COUNTIES

Page 4 of 14

6/7/2013http://www.wdol.gov/wdol/scafiles/davisbacon/KY102.dvb?v=6

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 74 of 99

REVISED: 6-12-13

Page 20: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

BUTLER COUNTY (Southern third, including the Townships ofBoston, Berrys Lick, Dimple, Jetson, Quality, Sharer, SugarGrove & Woodbury);CHRISTIAN COUNTY (Eastern two-thirds, including the Townshipsof Bennettstown, Casky, Herndon, Hopkinsville, Howell,Masonville, Pembroke & Thompsonville);EDMONSON COUNTY (Southern fourth, including the Townships ofChalybeate & Rocky Hill);MUHLENBERG COUNTY (Southern eighth, including the Townships ofDunnior, Penrod & Rosewood)

Rates Fringes

Ironworkers:.....................$ 23.00 10.70----------------------------------------------------------------IRON0782-006 05/01/2012

BALLARD, CALLOWAY, CARLISLE, FULTON, GRAVES, HICKMAN,LIVINGSTON, LYON, MARSHALL, MCCRACKEN & TRIGG COUNTIESCALDWELL COUNTY (Southwestern two-thirds, including theTownships of Cedar Bluff, Cider, Claxton, Cobb, Crowtown,Dulaney, Farmersville, Fredonia, McGowan, Otter Pond &Princeton);CHRISTIAN COUNTY (Western third, Excluding the Townships ofApex, Crofton, Kelly, Mannington, Wynns, Bennettstown, Casky,Herndon, Hopkinsville, Howell, Masonville, Pembroke &Thompsonville);CRITTENDEN COUNTY (Southwestern half, including the Townshipsof Crayne, Dycusburg, Frances, Marion, Mexico, Midway,Sheridan & Told)

Rates Fringes

Ironworkers: Projects with a total contract cost of $20,000,000.00 or above.....$ 26.00 18.91All Other Work..............$ 24.66 17.65

----------------------------------------------------------------LABO0189-005 07/01/2012

BALLARD, CALLOWAY, CARLISLE, FULTON, GRAVES, HICKMAN,LIVINGSTON, LYON, MARSHALL & MCCRACKEN COUNTIES

Rates Fringes

Laborers: GROUP 1.....................$ 20.75 11.81GROUP 2.....................$ 21.00 11.81GROUP 3.....................$ 21.05 11.81GROUP 4.....................$ 21.65 11.81

LABORER CLASSIFICATIONS

GROUP 1 - Aging & Curing of Concrete; Asbestos AbatementWorker; Asphalt Plant; Asphalt; Batch Truck Dump; CarpenterTender; Cement Mason Tender; Cleaning of Machines;

Page 5 of 14

6/7/2013http://www.wdol.gov/wdol/scafiles/davisbacon/KY102.dvb?v=6

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 75 of 99

REVISED: 6-12-13

Page 21: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

Concrete; Demolition; Dredging; Environmental - Nuclear,Radiation, Toxic & Hazardous Waste - Level D; Flagperson;Grade Checker; Hand Digging & Hand Back Filling; HighwayMarker Placer; Landscaping, Mesh Handler & Placer; Puddler;Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail& Fence Installer; Signal Person; Sound Barrier Installer;Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;Wrecking of Concrete Forms; General Cleanup

GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);Brickmason Tender; Mortar Mixer Operator; Scaffold Builder;Burner & Welder; Bushammer; Chain Saw Operator; ConcreteSaw Operator; Deckhand Scow Man; Dry Cement Handler;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste

- Level C; Forklift Operator for Masonary; Form Setter;Green Concrete Cutting; Hand Operated Grouter & GrinderMachine Operator; Jackhammer; Pavement Breaker; PavingJoint Machine; Pipelayer; Plastic Pipe Fusion; Power DrivenGeorgia Buggy & Wheel Barrow; Power Post Hole Digger;Precast Manhole Setter; Walk-Behind Tamper; Walk-BehindTrencher; Sand Blaster; Concrete Chipper; SurfaceGrinder; Vibrator Operator; Wagon Driller

GROUP 3 - Asphalt Luteman & Raker; Gunnite Nozzleman; GunniteOperator & Mixer; Grout Pump Operator; Blaster; Side RailSetter; Rail Paved Ditches; Screw Operator; Tunnel (FreeAir); Water Blaster

GROUP 4 - Caisson Worker (Free Air); Cement Finisher;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste

- Levels A & B; Miner & Driller (Free Air); Tunnel Blaster;& Tunnel Mucker (Free Air); Directional & HorizontalBoring; Air Track Drillers (All Types); Powdermen &Blasters; Troxler & Concrete Tester if Laborer is Utilized

----------------------------------------------------------------LABO0189-006 07/01/2012

ALLEN, BUTLER, CALDWELL, CHRISTIAN, DAVIESS, EDMONSON, HANCOCK,HOPKINS, LOGAN, MCLEAN, MUHLENBERG, OHIO, SIMPSON, TODD, TRIGG& WARREN COUNTIES

Rates Fringes

Laborers: GROUP 1.....................$ 21.96 10.60GROUP 2.....................$ 22.21 10.60GROUP 3.....................$ 22.26 10.60GROUP 4.....................$ 22.86 10.60

LABORER CLASSIFICATIONS

GROUP 1 - Aging & Curing of Concrete; Asbestos AbatementWorker; Asphalt Plant; Asphalt; Batch Truck Dump; CarpenterTender; Cement Mason Tender; Cleaning of Machines;Concrete; Demolition; Dredging; Environmental - Nuclear,Radiation, Toxic & Hazardous Waste - Level D; Flagperson;Grade Checker; Hand Digging & Hand Back Filling; HighwayMarker Placer; Landscaping, Mesh Handler & Placer; Puddler;Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail

Page 6 of 14

6/7/2013http://www.wdol.gov/wdol/scafiles/davisbacon/KY102.dvb?v=6

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 76 of 99

REVISED: 6-12-13

Page 22: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

& Fence Installer; Signal Person; Sound Barrier Installer;Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;Wrecking of Concrete Forms; General Cleanup

GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);Brickmason Tender; Mortar Mixer Operator; Scaffold Builder;Burner & Welder; Bushammer; Chain Saw Operator; ConcreteSaw Operator; Deckhand Scow Man; Dry Cement Handler;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste

- Level C; Forklift Operator for Masonary; Form Setter;Green Concrete Cutting; Hand Operated Grouter & GrinderMachine Operator; Jackhammer; Pavement Breaker; PavingJoint Machine; Pipelayer; Plastic Pipe Fusion; Power DrivenGeorgia Buggy & Wheel Barrow; Power Post Hole Digger;Precast Manhole Setter; Walk-Behind Tamper; Walk-BehindTrencher; Sand Blaster; Concrete Chipper; SurfaceGrinder; Vibrator Operator; Wagon Driller

GROUP 3 - Asphalt Luteman & Raker; Gunnite Nozzleman; GunniteOperator & Mixer; Grout Pump Operator; Blaster; Side RailSetter; Rail Paved Ditches; Screw Operator; Tunnel (FreeAir); Water Blaster

GROUP 4 - Caisson Worker (Free Air); Cement Finisher;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste

- Levels A & B; Miner & Driller (Free Air); Tunnel Blaster;& Tunnel Mucker (Free Air); Directional & HorizontalBoring; Air Track Drillers (All Types); Powdermen &Blasters; Troxler & Concrete Tester if Laborer is Utilized

----------------------------------------------------------------LABO0561-001 07/01/2012

CRITTENDEN, HENDERSON, UNION & WEBSTER COUNTIES

Rates Fringes

Laborers: GROUP 1.....................$ 20.86 11.70GROUP 2.....................$ 21.11 11.70GROUP 3.....................$ 21.16 11.70GROUP 4.....................$ 21.76 11.70

LABORER CLASSIFICATIONS

GROUP 1 - Aging & Curing of Concrete; Asbestos AbatementWorker; Asphalt Plant; Asphalt; Batch Truck Dump; CarpenterTender; Cement Mason Tender; Cleaning of Machines;Concrete; Demolition; Dredging; Environmental - Nuclear,Radiation, Toxic & Hazardous Waste - Level D; Flagperson;Grade Checker; Hand Digging & Hand Back Filling; HighwayMarker Placer; Landscaping, Mesh Handler & Placer; Puddler;Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail& Fence Installer; Signal Person; Sound Barrier Installer;Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;Wrecking of Concrete Forms; General Cleanup

GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);Brickmason Tender; Mortar Mixer Operator; Scaffold Builder;Burner & Welder; Bushammer; Chain Saw Operator; ConcreteSaw Operator; Deckhand Scow Man; Dry Cement Handler;

Page 7 of 14

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 77 of 99

REVISED: 6-12-13

Page 23: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

Environmental - Nuclear, Radiation, Toxic & Hazardous Waste - Level C; Forklift Operator for Masonary; Form Setter;Green Concrete Cutting; Hand Operated Grouter & GrinderMachine Operator; Jackhammer; Pavement Breaker; PavingJoint Machine; Pipelayer; Plastic Pipe Fusion; Power DrivenGeorgia Buggy & Wheel Barrow; Power Post Hole Digger;Precast Manhole Setter; Walk-Behind Tamper; Walk-BehindTrencher; Sand Blaster; Concrete Chipper; SurfaceGrinder; Vibrator Operator; Wagon Driller

GROUP 3 - Asphalt Luteman & Raker; Gunnite Nozzleman; GunniteOperator & Mixer; Grout Pump Operator; Blaster; Side RailSetter; Rail Paved Ditches; Screw Operator; Tunnel (FreeAir); Water Blaster

GROUP 4 - Caisson Worker (Free Air); Cement Finisher;Environmental - Nuclear, Radiation, Toxic & Hazardous Waste

- Levels A & B; Miner & Driller (Free Air); Tunnel Blaster;& Tunnel Mucker (Free Air); Directional & HorizontalBoring; Air Track Drillers (All Types); Powdermen &Blasters; Troxler & Concrete Tester if Laborer is Utilized

----------------------------------------------------------------PAIN0032-002 05/01/2013

BALLARD COUNTY

Rates Fringes

Painters: Bridges.....................$ 30.56 15.18All Other Work..............$ 28.26 15.18

Spray, Blast, Steam, High & Hazardous (Including LeadAbatement) and All Epoxy - $1.00 Premium

----------------------------------------------------------------PAIN0118-003 05/01/2010

EDMONSON COUNTY:

Rates Fringes

Painters: Brush & Roller..............$ 18.50 10.30Spray, Sandblast, Power Tools, Waterblast & Steam Cleaning....................$ 19.50 10.30

----------------------------------------------------------------PAIN0156-006 04/01/2010

DAVIESS, HANCOCK, HENDERSON, MCLEAN, OHIO, UNION & WEBSTERCOUNTIES

Rates Fringes

Painters: BRIDGESGROUP 1....................$ 25.60 10.05GROUP 2....................$ 25.85 10.05GROUP 3....................$ 26.60 10.05

Page 8 of 14

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 78 of 99

REVISED: 6-12-13

Page 24: November 13, 1997...THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT 360 ’ 1999 2024 9850 18200 1940 13 C 3-8.1 R1 1.933 3-8.1 FD52 107 031W 000-006 STPR 100-1 5 R43-R44A

GROUP 4....................$ 27.60 10.05ALL OTHER WORK:GROUP 1....................$ 25.60 11.30GROUP 2....................$ 25.85 11.30GROUP 3....................$ 26.60 11.30GROUP 4....................$ 27.60 11.30

PAINTER CLASSIFICATIONS

GROUP 1 - Brush & Roller

GROUP 2 - Plasterers

GROUP 3 - Spray; Sandblast; Power Tools; Waterblast;Steamcleaning; Brush & Roller of Mastics, Creosotes, KwinchKoate & Coal Tar Epoxy

GROUP 4 - Spray of Mastics, Creosotes, Kwinch Koate & CoalTar Epoxy

----------------------------------------------------------------PAIN0456-003 07/01/2011

ALLEN, BUTLER, LOGAN, MUHLENBERG, SIMPSON, TODD & WARRENCOUNTIES:

Rates Fringes

Painters: BRIDGESBrush & Roller.............$ 22.55 9.65Spray; Sandblast; Power Tools; Waterblast & Steam Cleaning...................$ 23.55 9.65

ALL OTHER WORKBrush & Roller.............$ 17.55 9.65Spray; Sandblast; Power Tools; Waterblast & Steam Cleaning...................$ 18.55 9.65

ALL OTHER WORK - HIGH TIME PAYOver 35 feet (up to 100 feet) - $1.00 above base wage100 feet and over - $2.00 above base wage

DURING SPRAY PAINTING AND SANDBLASTING OPERATIONS, POTTENDERS SHALL RECEIVE THE SAME WAGE RATES AS THE SPRAYPAINTER OR NOZZLE OPERATOR

----------------------------------------------------------------PAIN0500-002 07/01/2012

CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN, FULTON,GRAVES, HICKMAN, HOPKINS, LIVINGSTON, LYON, MARSHALL, MCCRACKEN& TRIGG COUNTIES:

Rates Fringes

Painters: Bridges.....................$ 25.25 11.90All Other Work..............$ 19.00 11.90

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 79 of 99

REVISED: 6-12-13

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Waterblasting units with 3500 PSI and above - $.50 premiumSpraypainting and all abrasive blasting - $1.00 premiumWork 40 ft. and above ground level - $1.00 premium

----------------------------------------------------------------PLUM0184-002 07/01/2012

BALLARD, CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN,FULTON, GRAVES, HICKMAN, LIVINGSTON, LYON, MARSHALL, MCCRACKENand TRIGG COUNTIES

Rates Fringes

Plumber; Steamfitter.............$ 32.31 14.43----------------------------------------------------------------PLUM0502-004 08/01/2012

ALLEN, BUTLER, EDMONSON, SIMPSON & WARREN

Rates Fringes

Plumber; Steamfitter.............$ 32.00 16.17----------------------------------------------------------------PLUM0633-002 07/01/2012

DAVIESS, HANCOCK, HENDERSON, HOPKINS, LOGAN, MCLEAN,MUHLENBERG, OHIO, TODD, UNION & WEBSTER COUNTIES:

Rates Fringes

PLUMBER/PIPEFITTER...............$ 29.42 13.50----------------------------------------------------------------TEAM0089-003 03/31/2013

ALLEN, BUTLER, EDMONSON, LOGAN, SIMPSON & WARREN COUNTIES

Rates Fringes

Truck drivers: Zone 1:Group 1....................$ 19.38 16.85Group 2....................$ 19.56 16.85Group 3....................$ 19.64 16.85Group 4....................$ 19.66 16.85

GROUP 1 - Greaser; Tire Changer

GROUP 2 - Truck Mechanic; Single Axle Dump; Flat Bed; AllTerrain Vehicles when used to haul materials; Semi Traileror Pole Trailer when used to pull building materials andequipment; Tandem Axle Dump; Driver of Distributors

GROUP 3 - Mixer All Types

GROUP 4 - Winch and A-Frame when used in transportingmaterials; Ross Carrier; Fork Lift when used to transportbuilding materials; Driver on Pavement Breaker; Euclid andOther Heavy Earth Moving Equipment; Low Boy; Articulator

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 80 of 99

REVISED: 6-12-13

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Cat; Five Axle Vehicle----------------------------------------------------------------TEAM0215-003 03/31/2013

DAVIESS, HANCOCK, HENDERSON, HOPKINS, MCLEAN, MUHLENBERG, OHIO& WEBSTER COUNTIES

Rates Fringes

TRUCK DRIVER Group 1.....................$ 20.93 16.85Group 2.....................$ 21.16 16.85Group 3.....................$ 21.23 16.85Group 4.....................$ 21.24 16.85

GROUP 1: Greaser, Tire Changer

GROUP 2: Truck Mechanic

GROUP 3: Single Axle Dump; Flat Bed; All Terrain Vehicle whenused to haul materials; Semi Trailer or Pole Trailer whenused to pull building materials and equipment; Tandem AxleDump; Driver of Distributors; Mixer All Types

GROUP 4: Euclid and other heavy earth moving equipment; LowBoy; Articulator Cat; 5 Axle Vehicle; Winch and A- Framewhen used in transporting materials; Ross Carrier; ForkLift when used to transport building materials; Driver onPavement Breaker

----------------------------------------------------------------TEAM0236-001 03/31/2013

BALLARD, CALDWELL, CALLOWAY, CARLISLE, CHRISTIAN, CRITTENDEN,FULTON, GRAVES, HICKMAN, LIVINGSTON, LYON, MARSHALL,MCCRACKEN,TODD & TRIGG COUNTIES

Rates Fringes

TRUCK DRIVER Group 1.....................$ 19.38 16.85Group 2.....................$ 19.56 16.85Group 3.....................$ 19.56 16.85Group 4.....................$ 19.66 16.85Group 5.....................$ 19.64 16.85

GROUP 1: Greaser, Tire Changer

GROUP 2: Truck Mechanic

GROUP 3: Single Axle Dump; Flat Bed; All Terrain Vehicle whenused to haul materials; Semi Trailer or Pole Trailer whenused to pull building materials and equipment; Tandem AxleDump; Drivers of Distributors

GROUP 4: Euclid and other heavy earth moving equipment; LowBoy; Articulator Cat; Five Axle Vehicle; Winch and A-Framewhen used in transporting materials; Ross Carrier

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 81 of 99

REVISED: 6-12-13

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GROUP 5: Mixer All Types----------------------------------------------------------------

WELDERS - Receive rate prescribed for craft performingoperation to which welding is incidental.

================================================================

Unlisted classifications needed for work not included withinthe scope of the classifications listed may be added afteraward only as provided in the labor standards contract clauses(29CFR 5.5 (a) (1) (ii)).

----------------------------------------------------------------

The body of each wage determination lists the classificationand wage rates that have been found to be prevailing for thecited type(s) of construction in the area covered by the wagedetermination. The classifications are listed in alphabeticalorder of "identifiers" that indicate whether the particularrate is union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning withcharacters other than "SU" denotes that the unionclassification and rate have found to be prevailing for thatclassification. Example: PLUM0198-005 07/01/2011. The firstfour letters , PLUM, indicate the international union and thefour-digit number, 0198, that follows indicates the local unionnumber or district council number where applicable , i.e.,Plumbers Local 0198. The next number, 005 in the example, isan internal number used in processing the wage determination.The date, 07/01/2011, following these characters is theeffective date of the most current negotiated rate/collectivebargaining agreement which would be July 1, 2011 in the aboveexample.

Union prevailing wage rates will be updated to reflect anychanges in the collective bargaining agreements governing therates.

0000/9999: weighted union wage rates will be published annuallyeach January.

Non-Union Identifiers

Classifications listed under an "SU" identifier were derivedfrom survey data by computing average rates and are not unionrates; however, the data used in computing these rates mayinclude both union and non-union data. Example: SULA2004-0075/13/2010. SU indicates the rates are not union majority rates,LA indicates the State of Louisiana; 2004 is the year of thesurvey; and 007 is an internal number used in producing the

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 82 of 99

REVISED: 6-12-13

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wage determination. A 1993 or later date, 5/13/2010, indicatesthe classifications and rates under that identifier were issuedas a General Wage Determination on that date.

Survey wage rates will remain in effect and will not changeuntil a new survey is conducted.

----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This canbe:

* an existing published wage determination* a survey underlying a wage determination* a Wage and Hour Division letter setting forth a position on

a wage determination matter* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requestsfor summaries of surveys, should be with the Wage and HourRegional Office for the area in which the survey was conductedbecause those Regional Offices have responsibility for theDavis-Bacon survey program. If the response from this initialcontact is not satisfactory, then the process described in 2.)and 3.) should be followed.

With regard to any other matter not yet ripe for the formalprocess described here, initial contact should be with theBranch of Construction Wage Determinations. Write to:

Branch of Construction Wage DeterminationsWage and Hour DivisionU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then aninterested party (those affected by the action) can requestreview and reconsideration from the Wage and Hour Administrator(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour AdministratorU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210

The request should be accompanied by a full statement of theinterested party's position and by any information (wagepayment data, project description, area practice material,etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, aninterested party may appeal directly to the AdministrativeReview Board (formerly the Wage Appeals Board). Write to:

Administrative Review BoardU.S. Department of Labor

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 83 of 99

REVISED: 6-12-13

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200 Constitution Avenue, N.W.Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

================================================================

END OF GENERAL DECISION

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SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 84 of 99

REVISED: 6-12-13

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Fringe benefit amounts are applicable for all hours worked except when otherwise noted.

These rates are listed pursuant to the Kentucky Determination No. CR-III-I-HWY dated September 5, 2012.

No laborer, workman or mechanic shall be paid at a rate less than that of a Journeyman except those classified as bona fide apprentices.

Apprentices or trainees shall be permitted to work as such subject to Administrative Regulations adopted by the Commissioner of Workplace Standards. Copies of these regulations will be furnished upon request from any interested person.

Before using apprentices on the job the contractor shall present to the Contracting Officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U. S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the contractor shall submit evidence of approval and registration by the U. S. Bureau of Apprenticeship and Training.

The contractor shall submit to the Contracting Officer, written evidence of the established apprenticeship-journeyman ratios and wage rates in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions.

TO: EMPLOYERS/EMPLOYEES

PREVAILING WAGE SCHEDULE:

The wages indicated on this wage schedule are the least permitted to be paid for the occupations indicated. When an employee works in more than one classification, the employer must record the number of hours worked in each classification at the prescribed hourly base rate.

OVERTIME:

Overtime is to be paid after an employee works eight (8) hours a day or forty (40) hours a week, whichever gives the employee the greater wages. At least time and one-half the base rate is required for all overtime. A laborer, workman or mechanic and an employer may enter into a written agreement or a collective bargaining agreement to work more than eight (8) hours a calendar day but not more than ten (10) hours a calendar day for the straight time hourly rate. Wage violations or questions should be directed to the designated Engineer or the undersigned.

Ryan Griffith, DirectorDivision of Construction ProcurementFrankfort, Kentucky 40622

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 85 of 99

REVISED: 6-12-13

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PROPOSAL BID ITEMS

Report Date 6/12/13Page 1 of 3

131039

Section: 0001 - PAVINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0010 00001 DGA BASE 11,700.00 TON $0020 00003 CRUSHED STONE BASE 4,023.00 TON $0030 00018 DRAINAGE BLANKET-TYPE II-ASPH 9,181.00 TON $0040 00020 TRAFFIC BOUND BASE 198.00 TON $0050 00071 CRUSHED AGGREGATE SIZE NO 57 384.00 TON $0060 00100 ASPHALT SEAL AGGREGATE 13.00 TON $0070 00103 ASPHALT SEAL COAT 2.00 TON $0080 00110 GEOGRID REINFORCEMENT FOR ASPH 72,867.00 SQYD $0090 00190 LEVELING & WEDGING PG64-22 2,500.00 TON $

0100 00214CL3 ASPH BASE 1.00D PG64-22 REVISED:6-12-13 41,248.00 TON $

0110 00330CL3 ASPH SURF 0.50A PG64-22 REVISED:6-12-13 5,594.00 TON $

0120 00339 CL3 ASPH SURF 0.38D PG64-22 165.00 TON $0130 02101 CEM CONC ENT PAVEMENT-8 IN 2,826.00 SQYD $0140 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS $0150 02677 ASPHALT PAVE MILLING & TEXTURING 1,200.00 TON $0160 03240 BASE FAILURE REPAIR 107.00 SQYD $

Section: 0002 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0170 01000 PERFORATED PIPE-4 IN 300.00 LF $0180 01015 INSPECT & CERTIFY EDGE DRAIN SYSTEM 1.00 LS $0190 01020 PERF PIPE HEADWALL TY 1-4 IN 2.00 EACH $0200 01740 CORED HOLE DRAINAGE BOX CON-4 IN 88.00 EACH $0210 01811 STANDARD CURB AND GUTTER MOD 18,822.00 LF $0220 02223 GRANULAR EMBANKMENT 452.00 CUYD $0230 02230 EMBANKMENT IN PLACE 30,577.00 CUYD $0240 02242 WATER 2,000.00 MGAL $0250 02429 RIGHT-OF-WAY MONUMENT TYPE 1 4.00 EACH $0260 02432 WITNESS POST 3.00 EACH $0270 02483 CHANNEL LINING CLASS II 127.00 TON $0280 02484 CHANNEL LINING CLASS III 37.00 TON $0290 02545 CLEARING AND GRUBBING28.2 ACRES 1.00 LS $0300 02555 CONCRETE-CLASS B 18.00 CUYD $0310 02562 TEMPORARY SIGNS 288.00 SQFT $0320 02585 EDGE KEY 175.00 LF $

0330 02599FABRIC-GEOTEXTILE TYPE IV REVISED:6-12-13 37,333.00 SQYD $

0340 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0350 02690 SAFELOADING 18.00 CUYD $0360 02720 SIDEWALK-4 IN CONCRETE 9,734.00 SQYD $0370 02726 STAKING 1.00 LS $0380 05950 EROSION CONTROL BLANKET 3,404.00 SQYD $0390 05966 TOPDRESSING FERTILIZER 2.00 TON $0400 05985 SEEDING AND PROTECTION 19,882.00 SQYD $

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 97 of 99

REVISED: 6-12-13

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PROPOSAL BID ITEMS

Report Date 6/12/13Page 2 of 3

131039

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0410 05990 SODDING 14,831.00 SQYD $0420 06510 PAVE STRIPING-TEMP PAINT-4 IN 20,420.00 LF $0430 06514 PAVE STRIPING-PERM PAINT-4 IN 60,889.00 LF $0440 06546 PAVE STRIPING-THERMO-12 IN W 75.00 LF $0450 06547 PAVE STRIPING-THERMO-12 IN Y 200.00 LF $0460 06568 PAVE MARKING-THERMO STOP BAR-24IN 92.00 LF $0470 06574 PAVE MARKING-THERMO CURV ARROW 61.00 EACH $0480 06589 PAVEMENT MARKER TYPE V-MW 244.00 EACH $0490 06591 PAVEMENT MARKER TYPE V-BY 469.00 EACH $0500 06600 REMOVE PAVEMENT MARKER TYPE V 256.00 EACH $0510 08001 STRUCTURE EXCAVATION-COMMON 182.00 CUYD $0520 10020NS FUEL ADJUSTMENT 110,666.00 DOLL $1.00 $ $110,666.000530 10030NS ASPHALT ADJUSTMENT 208,694.00 DOLL $1.00 $ $208,694.000540 20870ND REMOVE AND RESET HISTORIC MARKERS 2.00 EACH $0550 23004NN PUMP STATION DEMOLITION 1.00 EACH $0560 23131ER701 PIPELINE VIDEO INSPECTION 7,499.00 LF $0570 23139EN STRIPING REMOVAL 1,000.00 LF $

0580 23143EDKPDES PERMIT AND TEMP EROSIONCONTROL 1.00 LS $

0590 23158ES505 DETECTABLE WARNINGS 550.00 SQFT $0600 23274EN11F TURF REINFORCEMENT MAT 1 287.00 SQYD $0610 24369EC RIGHT OF WAY MONUMENT TY B(TN) 3.00 EACH $0620 24370EC RIGHT OF WAY MONUMENT TY C(TN) 11.00 EACH $0621 02690 SAFELOADING ADDED: 6-12-13 34.00 CUYD $

0622 02651DIVERSIONS (BY-PASS DETOURS) ADDED:6-12-13 1.00 LS $

0623 02600FABRIC GEOTEXTILE TY IV FOR PIPEADDED: 6-12-13 25,165.00 SQYD $2.00 $ $50,330.00

0624 01992INSTALL TEMP CONC MED BARR ADDED:6-12-13 500.00 LF $

0625 08901CRASH CUSHION TY VI CLASS BT TL2ADDED: 6-12-13 2.00 EACH $

0626 01984DELINEATOR FOR BARRIER - WHITEADDED: 6-12-13 12.00 EACH $

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 98 of 99

REVISED: 6-12-13

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PROPOSAL BID ITEMS

Report Date 6/12/13Page 3 of 3

131039

Section: 0003 - DRAINAGELINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0630 00462 CULVERT PIPE-18 IN 35.00 LF $0640 00520 STORM SEWER PIPE-12 IN 40.00 LF $0650 00521 STORM SEWER PIPE-15 IN 5,608.00 LF $0660 00522 STORM SEWER PIPE-18 IN 3,228.00 LF $0670 00524 STORM SEWER PIPE-24 IN 2,686.00 LF $0680 00526 STORM SEWER PIPE-30 IN 2,988.00 LF $0690 00528 STORM SEWER PIPE-36 IN 428.00 LF $0700 00529 STORM SEWER PIPE-42 IN 266.00 LF $0710 00530 STORM SEWER PIPE-48 IN 87.00 LF $0720 00556 STORM SEWER PIPE-30 IN EQUIV 114.00 LF $0730 00980 SLOTTED DRAIN PIPE-12 IN 135.00 LF $0740 01396 METAL END SECTION TY 3-42 IN 1.00 EACH $0750 01432 SLOPED BOX OUTLET TYPE 1-15 IN 2.00 EACH $0760 01433 SLOPED BOX OUTLET TYPE 1-18 IN 5.00 EACH $0770 01452 S & F BOX INLET-OUTLET-30 IN 1.00 EACH $0780 01453 S & F BOX INLET-OUTLET-36 IN 1.00 EACH $0790 01456 CURB BOX INLET TYPE A 88.00 EACH $0800 01496 DROP BOX INLET TYPE 3 9.00 EACH $0810 01544 DROP BOX INLET TYPE 11 2.00 EACH $0820 01577 DROP BOX INLET TYPE 14 9.00 EACH $0830 01581 DROP BOX INLET TYPE 16G 7.00 EACH $0840 08100 CONCRETE-CLASS A 4.99 CUYD $0850 08150 STEEL REINFORCEMENT 398.00 LB $0860 21661ES706 BORE AND JACK PIPE 138.00 LF $0870 23124EN BORE AND JACK PIPE-48 IN 68.00 LF $0880 23126EN BORE AND JACK PIPE-18 IN 125.00 LF $0890 23332EC BORE AND JACK PIPE-42 IN 68.00 LF $

Section: 0004 - BRIDGE-CULVERTLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0900 08003 FOUNDATION PREPARATION 1.00 LS $0910 08100 CONCRETE-CLASS A 85.70 CUYD $0920 08150 STEEL REINFORCEMENT 8,699.00 LB $

Section: 0005 - MOB AND DEMOBLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRICEFP AMOUNT0930 02568 MOBILIZATION 1.00 LS $0940 02569 DEMOBILIZATION 1.00 LS $

SIMPSON COUNTYSTP 5386 (003)

Contract ID: 131039Page 99 of 99

REVISED: 6-12-13