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CO
UN
TY
OF
IT
EM
NO
.S
HE
ET
NO
.
PREPARED BY
CHECKED BY
APPROVED BY
DATE
DATE
DATE
$$$$design$file$specification$$$$FILE NAM E:
$$$$USER$$$$USER:
$$$$DATE$$$$DATE:
E-SHEET NAM E:
50’
SC
AL
E: 1
"=
HA
RD
IN
4
-297.2
1
R
5
K
Y 313
S
TA
1
00
+0
0 T
O S
TA
1
15
+0
0
Station
Size-S
hap
eL
inin
g
Type
Quantity
DT
Lt
Lt
---
Lo
c.
1.0
’
1.0
’
1.0
’
EC
Bln
kt
EC
Bln
kt
Tu
rf M
at
Tu
rf M
at
-1.0
’
45 S
Y
90 S
Y
225 S
Y
DIT
CH
CO
NS
TR
UC
TIO
N N
OT
ES
(KY
15
00
)
47
+0
0 -
47
+5
0
48
+5
0 -
49
+2
0
47
+5
0 -
48
+5
0
50
+2
2 -
53
+0
0
Lt
Lt
Sp
l V
V
Rt
-1.0
’E
C B
lnk
t
EC
Bln
kt
-V
1.0
’
17
0 S
Y
95 S
Y
47+
30 -
49+
14
51+
00 -
52+
00
52
+0
0 -
52
+5
0
Rt
Rt
Sp
l V
Sp
l V
EC
Bln
kt
1.0
’- -
1.0
’S
pl V
EC
Bln
kt
55 S
Y50+
35 -
51+
00
Rt
80 S
Y
45 S
Y
Station
Size-S
hape
Lin
ing
Type
Quantity
DT
Lt
Rt
Rt
--
Rt
-
Lo
c.
102+
00 -
103+
00
10
4+
00
- 1
06
+5
0
10
6+
50
- 1
08
+2
5
10
9+
15
- 1
10
+0
0
110+
00
107+
00 -
109+
50
Lt
1.0
’
1.0
’
1.0
’
1.0
’
1.5
’
1.5
’
EC
Bln
kt
EC
Bln
kt
EC
Bln
kt
10
0+
00
- 1
02
+0
0E
C B
lnk
t-
10
9+
50
- 1
14
+0
0E
C B
lnk
t-
V1.0
’
1.0
’
1.0
’
125 S
Y
285 S
Y
460 S
Y
34
0 S
Y
20
0 S
Y
DIT
CH
CO
NS
TR
UC
TIO
N N
OT
ES
(KY
313)
104+
00 -
105+
50
Lt
205 S
Y
Lt
Rt
V
Rt
175 S
Y
11
0+
00
- 1
11
+0
0R
t1.0
’
111+
00 -
115+
00
EC
Bln
kt
-V
1.0
’405 S
YR
t
Sp
l 2’ F
B
Sp
l 2’ F
B
Sp
l 4’ F
B
4’ F
B O
ut
Spl 2
’ F
B
Lt
-1
00
+0
0 -
10
2+
00
1.0
’E
C B
lnkt
225 S
YV
Sp
l V
Turf M
at
Ty 1
155 S
Y
75 S
Y
12
0 S
Y
Ty
1
Ty 1
Ty 1
Ty
1
Turf M
at
Turf M
at
Turf M
at
Turf M
at
Sp
l 4’ F
B
Sp
l 4’ F
B
Sp
l 4’ F
B
105+
50 -
107+
00
11
4+
00
- 1
15
+0
0
-1.0
’E
C B
lnk
tL
t205 S
Y4
’ FB
EC
Bln
kt
-1.0
’135 S
YL
t4
’ FB
Sp
l 4’ F
B
CO
NS
TR
UC
T E
MB
AN
KM
EN
T F
OU
ND
AT
ION
BE
NC
H
Lt S
ta 1
06
+7
5 T
o S
ta 1
07
+7
5
R/W
Pro
ject
Sta
103+
79.6
7 B
egin
(690 C
Y) U
nd
erlain
ed
with
Geo
tex
tile F
ab
ric T
yp
e I
II (
10
35
SY
)
Material (
Ap
pro
x 2
’). S
tab
ilize w
ith
2’ L
ay
er o
f G
ran
ular E
mb
an
km
en
t
Po
nd
R
t S
ta 108+
26 - D
rain P
ond, U
ndercut S
oft and S
aturated
(1280 C
Y) U
nderlained w
ith G
eotextile F
abric T
ype I
II (
1920 S
Y)
Material (
Approx 2
’). S
tabilize w
ith 2
’ L
ayer o
f G
ranular E
mbankm
ent
Po
nd
44
’ R
t S
ta 1
14
+5
0 -
Drain
Po
nd
, Un
dercu
t S
oft a
nd
Satu
rated
CO
NS
TR
UC
T P
ER
MA
NE
NT
SIL
T T
RA
P T
YP
E B
Rt
108+
25 -
109+
15
1.5
’S
pl 2
’ F
B145 S
YT
y 1
Turf M
at
48
’ R
t S
ta 1
09
+9
2
74’ R
t Sta
110+
06
CO
NS
TR
UC
T W
OV
EN
WIR
E F
EN
CE
TY
PE
1
Lt S
ta 4
6+
85
KY
15
00
to
Sta 1
15
+0
0 (
12
48
LF
)
Rt S
ta 5
3+
04
.36
KY
15
00
to
Sta 1
15
+0
0 (
12
27
LF
)
(415 C
Y) W
rapped w
ith G
eotextile F
abric T
ype I
V 1
310 S
Y)
Material (
Ap
pro
x 2
’). S
tab
ilize w
ith
2’ L
ay
er o
f G
ran
ular E
mb
an
km
en
t
Basin
52
’ L
t S
ta 1
12
+3
8 -
Un
dercu
t S
oft a
nd
Satu
rated
PO
ND
S A
ND
BA
SIN
102+
00 -
103+
10
Rt
EC
Bln
kt
185 S
Y1.0
’-
Sp
l V
R/
W
& C.A.
R/
W
& C.A.
Sin
khole
WM
B-10
2
IP
15" CMP
WMB-103
15"CMP
Pond
KY 1500
Sin
khole
Pond
KY 1500
Silt
ed Pipe
Rip Rap
BW
Gravel
4E,1T,1T
V
1E
#55312
4E,1T,1
TV
4E,1T,1TV
#5
53
18
Sin
khole
12" Plastic
WV
#45
#43712
1T,1TV
#47232
4E,1T,1TV4E,1T,1TV
1T,1TV 1T,1TV1T,1TV
CP-2W
MB
-13
6
WM
B-1
37
CP
-4
WM
B-138
Basin
Basin
N0° 47’22"EN0° 47’22"E
N89°0
4’5
8"W
Spl V Dt
KY
313
KY 1500
Sta 50+00 KY 1500
Sta 10
3+50.81 K
Y 313 =
60:1 T
APER
90°07’39"
50’ R
KY 1500
(TYP)
+12.6
KY
1500
ST
A 4
7+
00
~ B
EG
IN
KY
1500
ST
A 5
2+
00
~ E
ND
Spl V Dt
Spl V DtSpl V
Dt
+52.5
12
’
Grade to
Drain
Drain
& Fill P
ond
Grade to
Drain
Drain
& Fill P
ond
to
Drain
Fill A
rea
Grade
12
’1
2’
+2
0
100+00
105+00
110+00
115+00
12’
+62.6
12’12’12’8’+00
+6036’8’
30’ L
T
8’+80
60:1 T
APER
14’12’12’
+54.5
10.7’
12
’1
2’
10.5’
10.5’
10.7
18
" P
ipe
18
" P
ipe
Spl 4’ FB Dt
Spl 4’ F
B Dt
Spl 4’ F
B Dt
Spl 2’ F
B Dt
Spl 2’ F
B Dt
Spl 2’ F
B Dt
Spl 2’ F
B Dt
4’ F
B Dt
Un
derd
rain
4" P
erf P
ipe
Un
derd
rain
4" P
erf P
ipe
Un
derd
rain
4" P
erf P
ipe
4’ F
B Grass Swale
4’ F
B Grass Swale
Sp
l V D
t
N 84°43’47" W
623.80’
S 89°18’31" W
511.2
0’
150
+31
+53
102.6
5
112.3
6
+98.6
3
S 85°25’51" W
355.63’
+27
124
N 74°07’46" W
166.64’
93.94’
S 62°59’17" W
13
4.0
0’
N 8
9°0
4’5
8" W
N 84°25’04" W
182.60’
S 77°38’45" W
210.62’
+67
110.1
5
+49
125
+83
125
+66
81
+62
158.5
0
N 7°56’15" W115.51’
N 19°27’14
" E99.4
9’N
38°15’3
0" E
65.40’
61.04’
N 32°25’22" W
+85
29.5
7
+36
63
+53
79
+04.3
6
39.3
7
+57
202
+39.3
6
125
+15
272
+67
272
R/
W
& C.A.
R/
W
& C.A.
Tem
p E
sm
t
Tem
p E
sm
t
Tem
p E
sm
t
Begin C.A. & Fence
Begin C.A. & Fence
+96
161
Vin
e G
rove C
hurc
h o
f God
Eliz
abeth
Courtn
ey E
ngle
rt
Charle
s W
illiam
Hunte
r Veenem
an
Marg
are
t Nic
ole
Hendric
ks
Marg
uerite
W. D
itto (S
ingle
)
12 P
Alic
e B
row
n (W
f)
Willia
m D
en
nis
Bro
wn
12 P
Gosset &
Stra
ney E
xcavatin
g, In
c.
Eliz
abeth
Courtn
ey E
ngle
rt
Charle
s W
illiam
Hunte
r Veenem
an
Marg
are
t Nic
ole
Hen
dric
ks
Marg
uerite
W. D
itto (S
ingle
)
12 P
+00.61
124.63
+01.36
103.35
+00.53
120.37
+14.87
28.4
6
+70.30
31.6
5
Exist
& Prop R/
W
&
C.A.
Exist
& Prop R/
W
&
C.A.
Key 21 L
F
Const Edge
Key 21 L
F
Const Edge
50’
40’
Edge
Key
Alo
ng Exist Edge of Pv
mt
Const Sa
wed Joint
& Longit
udinal
Alo
ng Exist Edge of Pv
mt
Const Longit
udinal E
dge
Key
Alo
ng Exist Edge of Pv
mt
Const Longit
udinal E
dge
Key
Edge
Key
Alo
ng Exist Edge of Pv
mt
Const Sa
wed Joint
& Longit
udinal
IN T
HE
PR
OP
OS
AL
.
SH
EE
TS
52
A T
HR
OU
GH
52
Z A
ND
"S
PE
CIA
L N
OT
E F
OR
KY
15
00
RE
CO
NS
TR
UC
TIO
N" IN
CL
UD
ED
IS O
BT
AIN
ED
. FO
R D
ET
AIL
S O
F T
HA
T A
LT
ER
NA
TIV
E R
EC
ON
ST
RU
CT
ION
PL
AN
, SE
E D
ET
AIL
IN T
HIS
PR
OJE
CT
BY
SU
PP
LE
ME
NT
AL
AG
RE
EM
EN
T IF
TH
E R
IGH
T O
F W
AY
FO
R T
HA
T W
OR
K
KY
313 A
ND
BU
LL
ION
BO
UL
EV
AR
D (IT
EM
NO
. 4-8
103.5
0) A
ND
TH
IS W
OR
K M
AY
BE
INC
LU
DE
D
AC
CO
MM
OD
AT
E T
HE
CO
NS
TR
UC
TIO
N O
F A
PR
OJE
CT
PR
OV
IDIN
G A
CO
NN
EC
TO
R B
ET
WE
EN
AN
AL
TE
RN
AT
IVE
RE
CO
NS
TR
UC
TIO
N P
LA
N F
OR
KY
1500 IS
INC
LU
DE
D IN
TH
E P
RO
JE
CT
TO
Gate
El 6
92
.9
El 6
97.5
SPECIAL NOTE FOR KY 1500 RECONSTRUCTION
RECONSTRUCTION OF A PORTION OF KY 1500 IS INCLUDED IN THE KY 313 PROJECT TO PROVIDE A RIGHT TURN LANE ON THE SOUTH APPROACH AND ADEQUATE TURNING RADII FOR THE RECONSTRUCTED INTERSECTION. RIGHT OF WAY HAS BEEN ACQUIRED AND UTILITIES RELOCATED TO ACCOMMODATE THIS WORK. THE CONSTRUCTION PHASING INCLUDED IN THE PLANS ON SHEETS 53 THROUGH 60 PROVIDES FOR RECONSTRUCTION OF KY 1500 DURING THE LATTER PHASES OF CONSTRUCTION. AN ALTERNATIVE RECONSTRUCTION PLAN, IDENTIFIED AS OPTION B, IS ALSO INCLUDED IN THE KY 313 PLANS AS DETAIL SHEETS 52a THROUGH 52z. OPTION B PROVIDES FOR RECONSTRUCTION OF KY 1500 TO ACCOMMODATE THE FUTURE CONSTRUCTION OF A PROJECT IDENTIFIED AS “ITEM NO. 4‐8103.50: NEW CONNECTOR FROM BULLION BOULEVARD TO KY 313.” IT IS THE INTENT OF THE DEPARTMENT TO SUBSTITUTE THIS ALTERNATIVE RECONSTRUCTION PLAN IF THE ADDITIONAL RIGHT OF WAY IS OBTAINED AND UTILITIES RELOCATED FOR A PORTION OF THE “CONNECTOR PROJECT.” THIS PORTION OF THE “CONNECTOR PROJECT” INVOLVES FOUR PARCELS IDENTIFIED AS PARCEL 1 (MARGUERITE DITTO ET AL), PARCEL 2 (GOSSET & STRANEY EXCAVATING INC.), PARCEL 94 (SAMMY & EDITH BORDERS) AND PARCEL 95 (VINE GROVE CHURCH OF GOD). THE CONTRACTOR WILL BE NOTIFIED BY THE ENGINEER ON CONSTRUCTION TO SUBMIT A SUPPLEMENTAL AGREEMENT TO SUBSTITUTE OPTION B IF THE ADDITIONAL RIGHT OF WAY IS OBTAINED AND PRIOR TO SCHEDULING WORK ON KY 1500 AS SET FORTH IN THE KY 313 PLANS ON PLAN SHEET 5 AND CONSTRUCTION PHASING SHEET 59.
HARDIN - MEADE COUNTIES121GR10D035-JP02
Added: 8-23-10Contract ID: 101035
Page 7(a) of 98
MATERIAL SUMMARY CONTRACT ID: 101035
JP02 047 0313 NEW ROUTE PES NO: DE04703131035 VINE GROVE-BRANDENBURG ROAD (KY 313) KY 313 EXTENSION FROM KY 1500 TO ROLLING HILLS DRIVE WITH A TEMPORARY KY 144 CONNECTION
LINE NO BID CODE DESCRIPTION QUANTITY UNIT 0010 00071 CRUSHED AGGREGATE SIZE NO 57 44.00 TON 0020 00078 CRUSHED AGGREGATE SIZE NO 2 100.00 TON 0030 00441 ENTRANCE PIPE-18 IN 76.00 LF 0040 00462 CULVERT PIPE-18 IN 322.00 LF 0050 00466 CULVERT PIPE-30 IN 141.00 LF 0060 01000 PERFORATED PIPE-4 IN 397.00 LF 0070 01010 NON-PERFORATED PIPE-4 IN 287.00 LF 0080 01028 PERF PIPE HEADWALL TY 3-4 IN 7.00 EACH 0090 01450 S & F BOX INLET-OUTLET-18 IN 6.00 EACH 0100 01452 S & F BOX INLET-OUTLET-30 IN 2.00 EACH 0110 02159 TEMP DITCH 5,624.00 LF 0120 02160 CLEAN TEMP DITCH 5,624.00 LF 0130 02223 GRANULAR EMBANKMENT 2,470.00 CUYD 0140 02242 WATER 183.00 MGAL 0150 02262 FENCE-WOVEN WIRE TYPE 1 7,344.00 LF 0160 02429 RIGHT-OF-WAY MONUMENT TYPE 1 26.00 EACH 0170 02432 WITNESS POST 1.00 EACH 0180 02484 CHANNEL LINING CLASS III 15.00 TON 0190 02545 CLEARING AND GRUBBING 1.00 LS 22.6 ACRES;HARDIN COUNTY 0200 02562 SIGNS 152.00 SQFT 0210 02585 EDGE KEY 67.00 LF 0220 02597 FABRIC-GEOTEXTILE TYPE II 405.00 SQYD 0230 02598 FABRIC-GEOTEXTILE TYPE III 3,035.00 SQYD 0240 02599 FABRIC-GEOTEXTILE TYPE IV 1,310.00 SQYD 0250 02600 FABRIC GEOTEXTILE TY IV FOR PIPE 710.00 SQYD 0260 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS HARDIN COUNTY 0270 02671 PORTABLE CHANGEABLE MESSAGE SIGN 3.00 EACH 0280 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS HARDIN COUNTY 0290 02701 TEMP SILT FENCE 5,624.00 LF 0300 02703 SILT TRAP TYPE A 54.00 EACH 0310 02704 SILT TRAP TYPE B 54.00 EACH 0320 02705 SILT TRAP TYPE C 27.00 EACH 0330 02706 CLEAN SILT TRAP TYPE A 108.00 EACH 0340 02707 CLEAN SILT TRAP TYPE B 108.00 EACH 0350 02708 CLEAN SILT TRAP TYPE C 54.00 EACH 0360 02709 CLEAN TEMP SILT FENCE 11,248.00 LF 0370 02726 STAKING 1.00 LS HARDIN COUNTY 0380 05950 EROSION CONTROL BLANKET 7,860.00 SQYD 0390 05952 TEMP MULCH 131,503.00 SQYD
0400 05953 TEMP SEEDING AND PROTECTION 128,144.00 SQYD 0410 05966 TOPDRESSING FERTILIZER 6.00 TON 0420 05985 SEEDING AND PROTECTION 90,285.00 SQYD 0430 05989 SPECIAL SEEDING CROWN VETCH 10,361.00 SQYD 0440 06510 PAVE STRIPING-TEMP PAINT-4 IN 6,406.00 LF 0450 06514 PAVE STRIPING-PERM PAINT-4 IN 22,372.00 LF 0460 06568 PAVE MARKING-THERMO STOP BAR-24IN 36.00 LF 0470 06573 PAVE MARKING-THERMO STR ARROW 6.00 EACH 0480 06574 PAVE MARKING-THERMO CURV ARROW 9.00 EACH
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 31 of 98
MATERIAL SUMMARY CONTRACT ID: 101035
0510 20550ND SAWCUT PAVEMENT 1,327.00 LF 0520 21289ED LONGITUDINAL EDGE KEY 3,303.00 LF 0530 23131ER701 PIPELINE VIDEO INSPECTION 232.00 LF 0540 23274EN11F TURF REINFORCEMENT MAT 1 2,570.00 SQYD 0550 23275EN11F TURF REINFORCEMENT MAT 2 100.00 SQYD 0560 23862EC SILT TRAP TYPE B-PERM 6.00 EACH 0570 23863EC GRASS SWALE 151.00 EACH 0580 00003 CRUSHED STONE BASE 8,659.00 TON 0590 00013 LIME STABILIZED ROADBED 21,213.00 SQYD 0600 00014 LIME 401.00 TON 0610 00100 ASPHALT SEAL AGGREGATE 22.00 TON 0620 00190 LEVELING & WEDGING PG64-22 458.00 TON 0630 00212 CL2 ASPH BASE 1.00D PG64-22 4,675.00 TON 0640 00221 CL2 ASPH BASE 0.75D PG64-22 3,632.00 TON 0650 00291 EMULSIFIED ASPHALT RS-2 3.00 TON 0660 00301 CL2 ASPH SURF 0.38D PG64-22 1,737.00 TON 0670 00358 ASPHALT CURING SEAL 22.00 TON 0680 02200 ROADWAY EXCAVATION 67,799.00 CUYD 0690 02677 ASPHALT PAVE MILLING & TEXTURING 172.00 TON 0700 02702 SAND FOR BLOTTER 53.00 TON 1030 10203ND PAVEMENT ADJUSTMENT 1.00 LS ASPHALT;HARDIN CO.;(ADDED: 8-16-10) 0710 00003 CRUSHED STONE BASE 8,298.00 TON 0720 00013 LIME STABILIZED ROADBED 21,213.00 SQYD 0730 00014 LIME 401.00 TON 0740 00100 ASPHALT SEAL AGGREGATE 22.00 TON 0750 00190 LEVELING & WEDGING PG64-22 458.00 TON 0760 00212 CL2 ASPH BASE 1.00D PG64-22 895.00 TON 0770 00221 CL2 ASPH BASE 0.75D PG64-22 1,881.00 TON 0780 00291 EMULSIFIED ASPHALT RS-2 3.00 TON 0790 00301 CL2 ASPH SURF 0.38D PG64-22 1,007.00 TON 0800 00358 ASPHALT CURING SEAL 22.00 TON 0810 02073 JPC PAVEMENT-9 IN 10,610.00 SQYD 0820 02200 ROADWAY EXCAVATION 67,380.00 CUYD 0830 02677 ASPHALT PAVE MILLING & TEXTURING 172.00 TON 0840 02702 SAND FOR BLOTTER 53.00 TON
1040 10203ND PAVEMENT ADJUSTMENT 1.00 LS CONCRETE;HARDIN CO.;(ADDED: 8-16-10) 0850 00003 CRUSHED STONE BASE 7,999.00 TON 0860 00013 LIME STABILIZED ROADBED 21,729.00 SQYD 0870 00014 LIME 411.00 TON 0880 00100 ASPHALT SEAL AGGREGATE 22.00 TON 0890 00190 LEVELING & WEDGING PG64-22 458.00 TON 0900 00212 CL2 ASPH BASE 1.00D PG64-22 895.00 TON 0910 00221 CL2 ASPH BASE 0.75D PG64-22 517.00 TON 0920 00291 EMULSIFIED ASPHALT RS-2 3.00 TON 0930 00301 CL2 ASPH SURF 0.38D PG64-22 680.00 TON 0940 00358 ASPHALT CURING SEAL 22.00 TON 0950 02073 JPC PAVEMENT-9 IN 10,610.00 SQYD 0960 02078 JPC PAVEMENT-6 IN SHLD 4,754.00 SQYD 0970 02200 ROADWAY EXCAVATION 67,380.00 CUYD 0980 02677 ASPHALT PAVE MILLING & TEXTURING 172.00 TON 0990 02702 SAND FOR BLOTTER 55.00 TON 1050 10203ND PAVEMENT ADJUSTMENT 1.00 LS CONCRETE;HARDIN CO.;(ADDED: 8-16-10) 1010 02568 MOBILIZATION 1.00 LS 1020 02569 DEMOBILIZATION 1.00 LS ____________________________________________________________________________________
JP02 082 0313 NEW ROUTE PES NO: DE08203131035 VINE GROVE - BRANDENBURG ROAD (KY 313) KY 313 EXTENSION FROM KY 1500 TO ROLLING HILLS DRIVE WITH A TEMPORARY KY 144 CONNECTION
LINE NO BID CODE DESCRIPTION QUANTITY UNIT 0010 00071 CRUSHED AGGREGATE SIZE NO 57 81.00 TON 0020 00078 CRUSHED AGGREGATE SIZE NO 2 119.00 TON 0030 00441 ENTRANCE PIPE-18 IN 84.00 LF 0040 00443 ENTRANCE PIPE-24 IN 40.00 LF 0050 00462 CULVERT PIPE-18 IN 75.00 LF 0060 00464 CULVERT PIPE-24 IN 547.00 LF 0070 00466 CULVERT PIPE-30 IN 132.00 LF 0080 01000 PERFORATED PIPE-4 IN 924.00 LF 0090 01010 NON-PERFORATED PIPE-4 IN 980.00 LF
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 32 of 98
0100 01024 PERF PIPE HEADWALL TY 2-4 IN 1.00 EACH 0110 01028 PERF PIPE HEADWALL TY 3-4 IN 10.00 EACH 0120 01032 PERF PIPE HEADWALL TY 4-4 IN 1.00 EACH 0130 01451 S & F BOX INLET-OUTLET-24 IN 9.00 EACH 0140 01452 S & F BOX INLET-OUTLET-30 IN 4.00 EACH 0150 01480 CURB BOX INLET TYPE B 2.00 EACH 0160 01490 DROP BOX INLET TYPE 1 1.00 EACH 0170 01825 ISLAND CURB AND GUTTER 85.00 LF 0180 01982 DELINEATOR FOR GUARDRAIL-WHITE 7.00 EACH 0190 02091 REMOVE PAVEMENT 1,749.00 SQYD 0200 02159 TEMP DITCH 9,176.00 LF 0210 02160 CLEAN TEMP DITCH 9,176.00 LF 0220 02223 GRANULAR EMBANKMENT 2,751.00 CUYD 0230 02242 WATER 228.00 MGAL 0240 02262 FENCE-WOVEN WIRE TYPE 1 13,497.00 LF 0250 02351 GUARDRAIL-STEEL W BEAM-S FACE 1,725.00 LF 0260 02360 GUARDRAIL TERMINAL SECTION NO 1 3.00 EACH 0270 02363 GUARDRAIL CONNECTOR TO BRIDGE END TY A 4.00 EACH 0280 02367 GUARDRAIL END TREATMENT TYPE 1 3.00 EACH 0290 02399 EXTRA LENGTH GUARDRAIL POST 117.00 EACH 0300 02429 RIGHT-OF-WAY MONUMENT TYPE 1 113.00 EACH 0310 02430 RIGHT-OF-WAY MONUMENT TYPE 1A 1.00 EACH 0320 02432 WITNESS POST 2.00 EACH 0330 02469 CLEAN SINKHOLE 1.00 EACH 0340 02484 CHANNEL LINING CLASS III 35.00 TON 0350 02545 CLEARING AND GRUBBING 1.00 LS 22.6 ACRES (MEADE COUNTY) 0360 02562 SIGNS 152.00 SQFT 0370 02585 EDGE KEY 87.00 LF 0380 02597 FABRIC-GEOTEXTILE TYPE II 713.00 SQYD 0390 02599 FABRIC-GEOTEXTILE TYPE IV 8,705.00 SQYD 0400 02600 FABRIC GEOTEXTILE TY IV FOR PIPE 1,165.00 SQYD 0410 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS MEADE COUNTY 0420 02671 PORTABLE CHANGEABLE MESSAGE SIGN 3.00 EACH 0430 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS MEADE COUNTY 0440 02701 TEMP SILT FENCE 9,176.00 LF 0450 02703 SILT TRAP TYPE A 89.00 EACH 0460 02704 SILT TRAP TYPE B 89.00 EACH 0470 02705 SILT TRAP TYPE C 45.00 EACH 0480 02706 CLEAN SILT TRAP TYPE A 178.00 EACH 0490 02707 CLEAN SILT TRAP TYPE B 178.00 EACH 0500 02708 CLEAN SILT TRAP TYPE C 89.00 EACH 0510 02709 CLEAN TEMP SILT FENCE 18,352.00 LF 0520 02726 STAKING 1.00 LS MEADE COUNTY 0530 05950 EROSION CONTROL BLANKET 9,125.00 SQYD 0540 05952 TEMP MULCH 214,557.00 SQYD 0550 05953 TEMP SEEDING AND PROTECTION 210,056.00 SQYD 0560 05966 TOPDRESSING FERTILIZER 10.00 TON 0570 05985 SEEDING AND PROTECTION 172,237.00 SQYD 0580 05989 SPECIAL SEEDING CROWN VETCH 4,389.00 SQYD 0590 05990 SODDING 300.00 SQYD 0600 06510 PAVE STRIPING-TEMP PAINT-4 IN 14,374.00 LF 0610 06514 PAVE STRIPING-PERM PAINT-4 IN 36,965.00 LF 0620 06568 PAVE MARKING-THERMO STOP BAR-24IN 122.00 LF 0630 06573 PAVE MARKING-THERMO STR ARROW 4.00 EACH 0640 06574 PAVE MARKING-THERMO CURV ARROW 6.00 EACH 0650 08100 CONCRETE-CLASS A 0.93 CUYD 0660 08150 STEEL REINFORCEMENT 8.00 LB 0690 20166ES810 TEMPORARY PIPE 298.00 LF 0700 20210EN COHESIVE PILE CORE 420.00 CUYD (REVISED: 8-23-10) 0710 20550ND SAWCUT PAVEMENT 151.00 LF 0720 21289ED LONGITUDINAL EDGE KEY 1,262.00 LF 0730 22581EN ENTRANCE PIPE-36 IN 73.00 LF 0740 23131ER701 PIPELINE VIDEO INSPECTION 377.00 LF 0750 23274EN11F TURF REINFORCEMENT MAT 1 6,280.00 SQYD 0760 23275EN11F TURF REINFORCEMENT MAT 2 345.00 SQYD 0770 23862EC SILT TRAP TYPE B-PERM 10.00 EACH 0780 23863EC GRASS SWALE 222.00 EACH 0790 23864EC CHANNEL LINING CLASS III-MOD 325.00 TON
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 33 of 98
0800 00003 CRUSHED STONE BASE 13,629.00 TON 0810 00013 LIME STABILIZED ROADBED 29,706.00 SQYD 0820 00014 LIME 562.00 TON 0830 00190 LEVELING & WEDGING PG64-22 104.00 TON 0840 00212 CL2 ASPH BASE 1.00D PG64-22 8,607.00 TON 0850 00221 CL2 ASPH BASE 0.75D PG64-22 6,474.00 TON 0860 00301 CL2 ASPH SURF 0.38D PG64-22 2,874.00 TON 0870 00358 ASPHALT CURING SEAL 30.00 TON 0880 02200 ROADWAY EXCAVATION 81,627.00 CUYD 0890 02677 ASPHALT PAVE MILLING & TEXTURING 92.00 TON 0900 02702 SAND FOR BLOTTER 74.00 TON 1360 10203ND PAVEMENT ADJUSTMENT 1.00 LS ASPHALT;MEADE CO.;(ADDED: 8-16-10) 0910 00003 CRUSHED STONE BASE 13,176.00 TON 0920 00013 LIME STABILIZED ROADBED 29,706.00 SQYD 0930 00014 LIME 562.00 TON 0940 00190 LEVELING & WEDGING PG64-22 104.00 TON 0950 00212 CL2 ASPH BASE 1.00D PG64-22 1,356.00 TON 0960 00221 CL2 ASPH BASE 0.75D PG64-22 3,093.00 TON 0970 00301 CL2 ASPH SURF 0.38D PG64-22 1,469.00 TON 0980 00358 ASPHALT CURING SEAL 30.00 TON 0990 02073 JPC PAVEMENT-9 IN 20,446.00 SQYD 1000 02200 ROADWAY EXCAVATION 81,144.00 CUYD 1010 02677 ASPHALT PAVE MILLING & TEXTURING 88.00 TON 1020 02702 SAND FOR BLOTTER 75.00 TON 1370 10203ND PAVEMENT ADJUSTMENT 1.00 LS CONCRETE;MEADE CO.;(ADDED: 8-16-10) 1030 00003 CRUSHED STONE BASE 12,740.00 TON 1040 00013 LIME STABILIZED ROADBED 30,592.00 SQYD 1050 00014 LIME 578.00 TON 1060 00190 LEVELING & WEDGING PG64-22 104.00 TON 1070 00212 CL2 ASPH BASE 1.00D PG64-22 1,356.00 TON 1080 00221 CL2 ASPH BASE 0.75D PG64-22 1,849.00 TON 1090 00301 CL2 ASPH SURF 0.38D PG64-22 959.00 TON 1100 00358 ASPHALT CURING SEAL 31.00 TON 1110 02073 JPC PAVEMENT-9 IN 20,446.00 SQYD 1120 02078 JPC PAVEMENT-6 IN SHLD 7,404.00 SQYD 1130 02200 ROADWAY EXCAVATION 81,144.00 CUYD 1140 02677 ASPHALT PAVE MILLING & TEXTURING 88.00 TON 1150 02702 SAND FOR BLOTTER 77.00 TON 1380 10203ND PAVEMENT ADJUSTMENT 1.00 LS CONCRETE;MEADE CO.;(ADDED: 8-16-10) 1160 02231 STRUCTURE GRANULAR BACKFILL 420.00 CUYD 1170 02596 FABRIC-GEOTEXTILE TYPE I 630.00 SQYD 1180 02599 FABRIC-GEOTEXTILE TYPE IV 350.00 SQYD 1190 02998 MASONRY COATING 1,008.00 SQYD 1200 03299 ARMORED EDGE FOR CONCRETE 80.00 LF 1210 08001 STRUCTURE EXCAVATION-COMMON 425.00 CUYD 1220 08002 STRUCTURE EXCAV-SOLID ROCK 300.00 CUYD 1230 08019 CYCLOPEAN STONE RIP RAP 630.00 TON 1240 08033 TEST PILES 70.00 LF 1250 08039 PRE-DRILLING FOR PILES 304.00 LF 1260 08046 PILES-STEEL HP12X53 310.00 LF 1270 08094 PILE POINTS-12 IN 24.00 EACH 1280 08100 CONCRETE-CLASS A 365.10 CUYD 1290 08104 CONCRETE-CLASS AA 680.70 CUYD 1300 08150 STEEL REINFORCEMENT 66,459.00 LB 1310 08151 STEEL REINFORCEMENT-EPOXY COATED 217,235.00 LB 1320 08160 STRUCTURAL STEEL 1.00 LS 2235 LBS. (MEADE COUNTY) 1330 08500 APPROACH SLAB 222.00 SQYD 1340 08637 PRECAST PC I BEAM TYPE 7 2,235.00 LF 1350 21532ED RAIL SYSTEM TYPE III 902.00 LF ____________________________________________________________________________________
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 34 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 1 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- ALT GROUPIAA10001 PAVING-ASPHALT ALT ---------------------------------------------------------------------------------------------------------- 0010 |00003 CRUSHED STONE BASE | 22,288.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0020 |00013 LIME STABILIZED ROADBED | 50,919.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0030 |00014 LIME | 963.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0040 |00100 ASPHALT SEAL AGGREGATE | 22.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0050 |00190 LEVELING & WEDGING PG64-22 | 562.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0060 |00212 CL2 ASPH BASE 1.00D PG64-22 | 13,282.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0070 |00221 CL2 ASPH BASE 0.75D PG64-22 | 10,106.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0080 |00291 EMULSIFIED ASPHALT RS-2 | 3.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0090 |00301 CL2 ASPH SURF 0.38D PG64-22 | 4,611.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0100 |00358 ASPHALT CURING SEAL | 52.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0110 |02200 ROADWAY EXCAVATION | 149,426.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0120 |02677 ASPHALT PAVE MILLING & TEXTURING | 264.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0130 |02702 SAND FOR BLOTTER | 127.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0140 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | ASPHALT; HARDIN CO. | | 99,165.00| 99,165.00
(ADDED: 8-16-10) ---------------------------------------------------------------------------------------------------------- 0150 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | ASPHALT; MEADE CO. | | 129,853.00| 129,853.00
(ADDED: 8-16-10) ---------------------------------------------------------------------------------------------------------- ALT GROUPIAA20002 PAVING-CONC WITH APSHALT SHOULDER ---------------------------------------------------------------------------------------------------------- 0160 |00003 CRUSHED STONE BASE | 21,474.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0170 |00013 LIME STABILIZED ROADBED | 50,919.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0180 |00014 LIME | 963.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0190 |00100 ASPHALT SEAL AGGREGATE | 22.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0200 |00190 LEVELING & WEDGING PG64-22 | 562.000 TON | | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 91 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 2 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0210 |00212 CL2 ASPH BASE 1.00D PG64-22 | 2,251.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0220 |00221 CL2 ASPH BASE 0.75D PG64-22 | 4,974.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0230 |00291 EMULSIFIED ASPHALT RS-2 | 3.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0240 |00301 CL2 ASPH SURF 0.38D PG64-22 | 2,476.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0250 |00358 ASPHALT CURING SEAL | 52.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0260 |02073 JPC PAVEMENT-9 IN | 31,056.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0270 |02200 ROADWAY EXCAVATION | 148,524.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0280 |02677 ASPHALT PAVE MILLING & TEXTURING | 260.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0290 |02702 SAND FOR BLOTTER | 128.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0300 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | CONCRETE; HARDIN CO. | | 46,854.00| 46,854.00
(ADDED: 8-16-10) ---------------------------------------------------------------------------------------------------------- 0310 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | CONCRETE; MEADE CO. | | 61,354.00| 61,354.00
(ADDED: 8-16-10) ---------------------------------------------------------------------------------------------------------- ALT GROUPIAA30003 PAVING-CONC WITH CONC SHOULDER ---------------------------------------------------------------------------------------------------------- 0320 |00003 CRUSHED STONE BASE | 20,739.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0330 |00013 LIME STABILIZED ROADBED | 52,321.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0340 |00014 LIME | 989.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0350 |00100 ASPHALT SEAL AGGREGATE | 22.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0360 |00190 LEVELING & WEDGING PG64-22 | 562.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0370 |00212 CL2 ASPH BASE 1.00D PG64-22 | 2,251.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0380 |00221 CL2 ASPH BASE 0.75D PG64-22 | 2,366.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0390 |00291 EMULSIFIED ASPHALT RS-2 | 3.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0400 |00301 CL2 ASPH SURF 0.38D PG64-22 | 1,639.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0410 |00358 ASPHALT CURING SEAL | 53.000 TON | | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 92 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 3 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0420 |02073 JPC PAVEMENT-9 IN | 31,056.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0430 |02078 JPC PAVEMENT-6 IN SHLD | 12,158.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0440 |02200 ROADWAY EXCAVATION | 148,524.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0450 |02677 ASPHALT PAVE MILLING & TEXTURING | 260.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0460 |02702 SAND FOR BLOTTER | 132.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0470 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | CONCRETE; HARDIN CO. | | 46,854.00| 46,854.00
(ADDED: 8-16-10) ---------------------------------------------------------------------------------------------------------- 0480 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | CONCRETE; MEADE CO. | | 61,354.00| 61,354.00
(ADDED: 8-16-10) ---------------------------------------------------------------------------------------------------------- SECTION 0004 ROADWAY
---------------------------------------------------------------------------------------------------------- 0490 |00071 CRUSHED AGGREGATE SIZE NO 57 | 125.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0500 |00078 CRUSHED AGGREGATE SIZE NO 2 | 219.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0510 |00441 ENTRANCE PIPE-18 IN | 160.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0520 |00443 ENTRANCE PIPE-24 IN | 40.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0530 |00462 CULVERT PIPE-18 IN | 397.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0540 |00464 CULVERT PIPE-24 IN | 547.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0550 |00466 CULVERT PIPE-30 IN | 273.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0560 |01000 PERFORATED PIPE-4 IN | 1,321.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0570 |01010 NON-PERFORATED PIPE-4 IN | 1,267.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0580 |01024 PERF PIPE HEADWALL TY 2-4 IN | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0590 |01028 PERF PIPE HEADWALL TY 3-4 IN | 17.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0600 |01032 PERF PIPE HEADWALL TY 4-4 IN | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0610 |01450 S & F BOX INLET-OUTLET-18 IN | 6.000 EACH| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 93 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 4 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0620 |01451 S & F BOX INLET-OUTLET-24 IN | 9.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0630 |01452 S & F BOX INLET-OUTLET-30 IN | 6.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0640 |01480 CURB BOX INLET TYPE B | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0650 |01490 DROP BOX INLET TYPE 1 | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0660 |01825 ISLAND CURB AND GUTTER | 85.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0670 |01982 DELINEATOR FOR GUARDRAIL-WHITE | 7.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0680 |02091 REMOVE PAVEMENT | 1,749.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0690 |02159 TEMP DITCH | 14,800.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0700 |02160 CLEAN TEMP DITCH | 14,800.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0710 |02223 GRANULAR EMBANKMENT | 5,221.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0720 |02242 WATER | 411.000 MGAL| | | | | | ---------------------------------------------------------------------------------------------------------- 0730 |02262 FENCE-WOVEN WIRE TYPE 1 | 20,841.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0740 |02351 GUARDRAIL-STEEL W BEAM-S FACE | 1,725.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0750 |02360 GUARDRAIL TERMINAL SECTION NO 1 | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0760 |02363 GUARDRAIL CONNECTOR TO BRIDGE END TY A | 4.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0770 |02367 GUARDRAIL END TREATMENT TYPE 1 | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0780 |02399 EXTRA LENGTH GUARDRAIL POST | 117.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0790 |02429 RIGHT-OF-WAY MONUMENT TYPE 1 | 139.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0800 |02430 RIGHT-OF-WAY MONUMENT TYPE 1A | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0810 |02432 WITNESS POST | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0820 |02469 CLEAN SINKHOLE | 1.000 EACH| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 94 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 5 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0830 |02484 CHANNEL LINING CLASS III | 50.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0840 |02545 CLEARING AND GRUBBING | ( 1.00) LS | | | 22.6 ACRES (MEADE COUNTY) | | | ---------------------------------------------------------------------------------------------------------- 0850 |02545 CLEARING AND GRUBBING | ( 1.00) LS | | | 22.6 ACRES;HARDIN COUNTY | | | ---------------------------------------------------------------------------------------------------------- 0860 |02562 SIGNS | 304.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- 0870 |02585 EDGE KEY | 154.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0880 |02597 FABRIC-GEOTEXTILE TYPE II | 1,118.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0890 |02598 FABRIC-GEOTEXTILE TYPE III | 3,035.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0900 |02599 FABRIC-GEOTEXTILE TYPE IV | 10,015.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0910 |02600 FABRIC GEOTEXTILE TY IV FOR PIPE | 1,875.000 SQYD| | | | | 2.00| 3,750.00 ---------------------------------------------------------------------------------------------------------- 0920 |02650 MAINTAIN & CONTROL TRAFFIC | ( 1.00) LS | | | HARDIN COUNTY | | | ---------------------------------------------------------------------------------------------------------- 0930 |02650 MAINTAIN & CONTROL TRAFFIC | ( 1.00) LS | | | MEADE COUNTY | | | ---------------------------------------------------------------------------------------------------------- 0940 |02671 PORTABLE CHANGEABLE MESSAGE SIGN | 6.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0950 |02676 MOBILIZATION FOR MILL & TEXT | ( 1.00) LS | | | HARDIN COUNTY | | | ---------------------------------------------------------------------------------------------------------- 0960 |02676 MOBILIZATION FOR MILL & TEXT | ( 1.00) LS | | | MEADE COUNTY | | | ---------------------------------------------------------------------------------------------------------- 0970 |02701 TEMP SILT FENCE | 14,800.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0980 |02703 SILT TRAP TYPE A | 143.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0990 |02704 SILT TRAP TYPE B | 143.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1000 |02705 SILT TRAP TYPE C | 72.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1010 |02706 CLEAN SILT TRAP TYPE A | 286.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1020 |02707 CLEAN SILT TRAP TYPE B | 286.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1030 |02708 CLEAN SILT TRAP TYPE C | 143.000 EACH| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 95 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 6 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1040 |02709 CLEAN TEMP SILT FENCE | 29,600.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1050 |02726 STAKING | ( 1.00) LS | | | HARDIN COUNTY | | | ---------------------------------------------------------------------------------------------------------- 1060 |02726 STAKING | ( 1.00) LS | | | MEADE COUNTY | | | ---------------------------------------------------------------------------------------------------------- 1070 |05950 EROSION CONTROL BLANKET | 16,985.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1080 |05952 TEMP MULCH | 346,060.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1090 |05953 TEMP SEEDING AND PROTECTION | 338,200.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1100 |05966 TOPDRESSING FERTILIZER | 16.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 1110 |05985 SEEDING AND PROTECTION | 262,522.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1120 |05989 SPECIAL SEEDING CROWN VETCH | 14,750.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1130 |05990 SODDING | 300.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1140 |06510 PAVE STRIPING-TEMP PAINT-4 IN | 20,780.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1150 |06514 PAVE STRIPING-PERM PAINT-4 IN | 59,337.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1160 |06568 PAVE MARKING-THERMO STOP BAR-24IN | 158.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1170 |06573 PAVE MARKING-THERMO STR ARROW | 10.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1180 |06574 PAVE MARKING-THERMO CURV ARROW | 15.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1190 |08100 CONCRETE-CLASS A | 0.930 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1200 |08150 STEEL REINFORCEMENT | 8.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1210 |20166ES810 TEMPORARY PIPE | 298.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1220 |20210EN COHESIVE PILE CORE | 420.000 CUYD| | | (REVISED: 8-23-10) | | | ---------------------------------------------------------------------------------------------------------- 1230 |20550ND SAWCUT PAVEMENT | 1,478.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1240 |21289ED LONGITUDINAL EDGE KEY | 4,565.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 96 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 7 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1250 |22581EN ENTRANCE PIPE-36 IN | 73.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1260 |23131ER701 PIPELINE VIDEO INSPECTION | 609.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1270 |23274EN11F TURF REINFORCEMENT MAT 1 | 8,850.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1280 |23275EN11F TURF REINFORCEMENT MAT 2 | 445.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1290 |23862EC SILT TRAP TYPE B-PERM | 16.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1300 |23863EC GRASS SWALE | 373.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1310 |23864EC CHANNEL LINING CLASS III-MOD | 325.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0005 BRIDGE
---------------------------------------------------------------------------------------------------------- 1320 |02231 STRUCTURE GRANULAR BACKFILL | 420.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1330 |02596 FABRIC-GEOTEXTILE TYPE I | 630.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1340 |02599 FABRIC-GEOTEXTILE TYPE IV | 350.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1350 |02998 MASONRY COATING | 1,008.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1360 |03299 ARMORED EDGE FOR CONCRETE | 80.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1370 |08001 STRUCTURE EXCAVATION-COMMON | 425.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1380 |08002 STRUCTURE EXCAV-SOLID ROCK | 300.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1390 |08019 CYCLOPEAN STONE RIP RAP | 630.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 1400 |08033 TEST PILES | 70.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1410 |08039 PRE-DRILLING FOR PILES | 304.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1420 |08046 PILES-STEEL HP12X53 | 310.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1430 |08094 PILE POINTS-12 IN | 24.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1440 |08100 CONCRETE-CLASS A | 365.100 CUYD| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 97 of 98
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101035 PAGE: 8 COUNTY: HARDIN, MEADE LETTING: 08/27/10 PROPOSAL: 121GR10D035-JP02 CALL NO: 402
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1450 |08104 CONCRETE-CLASS AA | 680.700 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1460 |08150 STEEL REINFORCEMENT | 66,459.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1470 |08151 STEEL REINFORCEMENT-EPOXY COATED | 217,235.000 LB | | | | | | ---------------------------------------------------------------------------------------------------------- 1480 |08160 STRUCTURAL STEEL | ( 1.00) LS | | | 2235 LBS. (MEADE COUNTY) | | | ---------------------------------------------------------------------------------------------------------- 1490 |08500 APPROACH SLAB | 222.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1500 |08637 PRECAST PC I BEAM TYPE 7 | 2,235.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1510 |21532ED RAIL SYSTEM TYPE III | 902.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0006 DEMOB AND MOB
---------------------------------------------------------------------------------------------------------- 1520 |02568 MOBILIZATION (NO MORE THAN 5%) | LUMP | | | | | | ---------------------------------------------------------------------------------------------------------- 1530 |02569 DEMOBILIZATION (AT LEAST 1.5%) | LUMP | | | | | | ---------------------------------------------------------------------------------------------------------- | | | TOTAL BID | ----------------------------------------------------------------------------------------------------------
HARDIN - MEADE COUNTIES121GR10D035-JP02
Revised: 8-23-10Revised: 8-16-10
Contract ID: 101035Page 98 of 98
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
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NA
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ER:
$$$$
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HEET
NA
ME:
50’SCALE: 1"=
HARDIN 4-297.21 R5
KY 313
STA 100+00 TO STA 115+00
Station Size-ShapeLining
TypeQuantity D T
Lt
Lt
-
-
-
Loc.
1.0’
1.0’
1.0’
EC Blnkt
EC Blnkt
Turf Mat
Turf Mat -1.0’
45 SY
90 SY
225 SY
DITCH CONSTRUCTION NOTES (KY 1500)
47+00 - 47+50
48+50 - 49+20
47+50 - 48+50
50+22 - 53+00
Lt
Lt
Spl V
V
Rt -1.0’EC Blnkt
EC Blnkt -V 1.0’
170 SY
95 SY
47+30 - 49+14
51+00 - 52+00
52+00 - 52+50
Rt
Rt Spl V
Spl V
EC Blnkt 1.0’ -
-1.0’Spl V EC Blnkt 55 SY50+35 - 51+00 Rt
80 SY
45 SY
Station Size-ShapeLining
TypeQuantity D T
Lt
Rt
Rt
-
-
Rt
-
Loc.
102+00 - 103+00
104+00 - 106+50
106+50 - 108+25
109+15 - 110+00
110+00
107+00 - 109+50 Lt
1.0’
1.0’
1.0’
1.0’
1.5’
1.5’
EC Blnkt
EC Blnkt
EC Blnkt
100+00 - 102+00 EC Blnkt -
109+50 - 114+00 EC Blnkt -V 1.0’
1.0’
1.0’
125 SY
285 SY
460 SY
340 SY
200 SY
DITCH CONSTRUCTION NOTES (KY 313)
104+00 - 105+50 Lt 205 SY
Lt
Rt V
Rt
175 SY
110+00 - 111+00 Rt 1.0’
111+00 - 115+00 EC Blnkt -V 1.0’405 SYRt
Spl 2’ FB
Spl 2’ FB
Spl 4’ FB
4’ FB Out
Spl 2’ FB
Lt -100+00 - 102+00 1.0’EC Blnkt 225 SYV
Spl V
Turf Mat Ty 1
155 SY
75 SY
120 SY
Ty 1
Ty 1
Ty 1
Ty 1
Turf Mat
Turf Mat
Turf Mat
Turf Mat
Spl 4’ FB
Spl 4’ FB
Spl 4’ FB
105+50 - 107+00
114+00 - 115+00
-1.0’EC BlnktLt 205 SY4’ FB
EC Blnkt -1.0’135 SYLt 4’ FB
Spl 4’ FB
CONSTRUCT EMBANKMENT FOUNDATION BENCH
Lt Sta 106+75 To Sta 107+75
R/W Project
Sta 103+79.67 Begin
(690 CY) Underlained with Geotextile Fabric Type III (1035 SY)
Material (Approx 2’). Stabilize with 2’ Layer of Granular Embankment
Pond Rt Sta 108+26 - Drain Pond, Undercut Soft and Saturated
(1280 CY) Underlained with Geotextile Fabric Type III (1920 SY)
Material (Approx 2’). Stabilize with 2’ Layer of Granular Embankment
Pond 44’ Rt Sta 114+50 - Drain Pond, Undercut Soft and Saturated
CONSTRUCT PERMANENT SILT TRAP TYPE B
Rt108+25 - 109+15 1.5’Spl 2’ FB 145 SY Ty 1Turf Mat
48’ Rt Sta 109+92
74’ Rt Sta 110+06
CONSTRUCT WOVEN WIRE FENCE TYPE 1
Lt Sta 46+85 KY 1500 to Sta 115+00 (1248 LF)
Rt Sta 53+04.36 KY 1500 to Sta 115+00 (1227 LF)
(415 CY) Wrapped with Geotextile Fabric Type IV 1310 SY)
Material (Approx 2’). Stabilize with 2’ Layer of Granular Embankment
Basin 52’ Lt Sta 112+38 - Undercut Soft and Saturated
PONDS AND BASIN
102+00 - 103+10 Rt EC Blnkt 185 SY 1.0’ -Spl V
R/W & C.A.
R/W & C.A.
Sinkhole
WMB-102
IP
15"
CM
P
WM
B-10
3
15"C
MP
Pond
KY 15
00
Sinkhole
Pond
KY 15
00
Silte
d Pip
e
Rip Rap
BW
Gravel
4E,1T,1TV
1E
#55312
4E,1T,1T
V
4E,1T,1T
V
#55318
Sinkhole
12"
Pla
stic
WV
#45
#43712
1T,1T
V
#47232
4E,1T,1T
V4
E,1T,1T
V
1T,1T
V1T,1T
V1T,1T
V
CP-2
WMB-136
WMB-137
CP-4
WMB-138 Basin
Basin
N0°47’2
2"E
N0°47’2
2"E
N89°04’58"W
Spl
V
Dt
KY 313
KY 15
00
Sta 50+00 KY 1500
Sta 103+50.81 KY 313 =
60:1 TAPER
90°07’39"
50’
R
KY 15
00
(TYP)
+12.6
KY 1500
STA 47+00 ~ BEGIN
KY 1500
STA 52+00 ~ END
Spl
V
Dt
Spl
V
Dt
Spl
V
Dt
+52.512’
Grade to Drain
Drain & Fill Pond
Grade to Drain
Drain & Fill Pond
to Drain
Fill Area Grade
12’12’+20
100
+00
105
+00
110
+00
115
+00
12’
+62.6
12’
12’
12’
8’
+00
+60
36’
8’
30’ LT
8’
+80
60:1 TAPER
14’
12’
12’
+54.5
10.7’
12’12’
10.5’
10.5’
10.7
18" Pipe 18" Pipe
Spl 4’
FB
Dt
Spl 4’ FB Dt
Spl 4’ FB DtSpl
2’ FB D
t Spl 2’ FB Dt
Spl 2’ FB DtSpl 2’ F
B Dt
4’ FB Dt
Underdrain
4" Perf Pipe Underdrain
4" Perf Pipe
Underdrain
4" Perf Pipe
4’ FB Grass Swale
4’ FB Grass Swale
Spl V Dt
N 84°43’47" W 623.80’
S 89°18’31" W 511.20’
150
+31
+53
102.65
112.36
+98.63
S 85°25’51" W
355.63’
+27
124
N 74°07’46" W
166.64’
93.94’
S 62
°59’17" W
134.00’
N 89°04’58" W
N 84°25’04" W 182.60’
S 77°38
’45" W
210.62’
+67
110.15
+49
125
+83
125
+66
81
+62
158.50
N 7°5
6’15
" W115.5
1’
N 19
°27’14
" E99.4
9’
N 38°15’3
0" E
65.40’
61.0
4’
N 32°2
5’2
2" W
+85
29.57
+36
63
+53
79
+04.36
39.37
+57
202
+39.36
125
+15
272
+67
272
R/W & C.A.
R/W & C.A.
Temp Esmt
Temp Esmt
Temp Esmt
Begin C.A. & Fence
Begin C.A. & Fence
+96
161
Vine Grove Church of God
Elizabeth Courtney Englert
Charles William Hunter Veeneman
Margaret Nicole Hendricks
Marguerite W. Ditto (Single)
12
P
Alice Brown (Wf)
William Dennis Brown
12
P
Gosset & Straney Excavating, Inc.
Elizabeth Courtney Englert
Charles William Hunter Veeneman
Margaret Nicole Hendricks
Marguerite W. Ditto (Single)
12
P
+00.61
124.63+01.36
103.35
+00.53
120.37
+14.87
28.46
+70.30
31.65
Exist & Prop R/W & C.A.
Exist & Prop R/W & C.A.
Key 21 LF
Const Edge
Key 21 LF
Const Edge
50’
40’
Edge Key Along Exist Edge of Pvmt
Const Sawed Joint & Longitudinal
Along Exist Edge of Pvmt
Const Longitudinal Edge Key
Along Exist Edge of Pvmt
Const Longitudinal Edge Key
Edge Key Along Exist Edge of Pvmt
Const Sawed Joint & Longitudinal
IN THE PROPOSAL.
SHEETS 52A THROUGH 52Z AND "SPECIAL NOTE FOR KY 1500 RECONSTRUCTION" INCLUDED
IS OBTAINED. FOR DETAILS OF THAT ALTERNATIVE RECONSTRUCTION PLAN, SEE DETAIL
IN THIS PROJECT BY SUPPLEMENTAL AGREEMENT IF THE RIGHT OF WAY FOR THAT WORK
KY 313 AND BULLION BOULEVARD (ITEM NO. 4-8103.50) AND THIS WORK MAYBE INCLUDED
ACCOMMODATE THE CONSTRUCTION OF A PROJECT PROVIDING A CONNECTOR BETWEEN
AN ALTERNATIVE RECONSTRUCTION PLAN FOR KY 1500 IS INCLUDED IN THE PROJECT TO
Gate
El 692.9
El 697.5
Gary.Walters
Polygon
Gary.Walters
Text Box
1
Gary.Walters
Polygon
Gary.Walters
Text Box
1
Gary.Walters
Text Box
REVISED 08-23-10
Gary.Walters
Polygon
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