November 5, 2010 · PDF file212 c o l l e g e s t r e e t s h o u l d e r s c o l l e g e s t...
17
November 5, 2010 CALL NO. 104 CONTRACT ID NO. 101342 ADDENDUM # 1 Subject: Hardin County, STP 0311 (025) Letting November 19, 2010 (1)Revised – Plan Sheets – R2K, R2L, & R2M (2)Revised – Bid Items – Pages 113-122 of 122 Proposal revisions are available at http://transportation.ky.gov/contract/ . 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 Director Division of Construction Procurement RG:ks Enclosures
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Transcript of November 5, 2010 · PDF file212 c o l l e g e s t r e e t s h o u l d e r s c o l l e g e s t...
November 5, 2010
CALL NO. 104
CONTRACT ID NO. 101342
ADDENDUM # 1
Subject: Hardin County, STP 0311 (025)
Letting November 19, 2010
(1)Revised – Plan Sheets – R2K, R2L, & R2M
(2)Revised – Bid Items – Pages 113-122 of 122
Proposal revisions are available at http://transportation.ky.gov/contract/.
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
Director
Division of Construction Procurement
RG:ks
Enclosures
NOTES
OTHERWISE.
PER INCH OF DEPTH, UNLESS NOTED
ESTIMATED AT 110 LBS. PER SQ. YD.
ALL ASPHALT MIXTURES SHALL BE
PAVING AREAS - CONCRETE ALTERNATE WITH ASPHALT SHOULDERS
1
2
22906ES403
301
2147�"
2127�"
2�" CL2 ASPH BASE 0.75D PG64-22
2�" CL2 ASPH BASE 1.00D PG64-22
190 LEVELING & WEDGING PG64-22
2�" CL3 ASPH BASE 0.75D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
SQUARE YARDS
TO
TA
LS
CODE
ITEM
ITEM
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
AM
PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
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AB
BY
PA
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LA
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BY
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ST
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NSITIO
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CODE
ITEMITEM UNIT
TO
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AN
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TIE-D
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N
US 62 R
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LA
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SH
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ASS - IN
LA
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YP
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RL
AY
BY
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RL
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SH
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ST
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NSITIO
NS
TIE-D
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N
212
CR
OSS
OV
ER
S
CR
OSS
OV
ER
S
14183
14183
14183
14183
14183
1818
1636
1818
3429 3567 5760
1109 1090
3216
2548
1737
3279
2598
1672
5835
6015
6195
1032
751
522
983
743
545
3429 1109 3567 1090
ISL
AN
DS
ME
DIA
NS
8100 CONCRETE - CLASS A
ISL
AN
DS
ME
DIA
NS
1�" CL3 ASPH SURF 0.38A PG64-22
1�" CL2 ASPH SURF 0.38D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
2�" CL2 CL2 ASPH BASE 1.00D PG64-22
214
2069 JPC PAVEMENT (10" AVG DEPTH)
3
8 8" CEMENT STABLIZED ROADBED
3173
3223
2256
4267
4342
8800
ESTIMATED AT 100 LBS. PER SQ. YD.
AND WEDGING
PER INCH OF DEPTH. INCLUDES LEVELING
AT �" DEPTH PER SQ YD
OF RESIDENT ENGINEER. ESTIMATED
TO BE USED AT DISCRETION
3
4
5
PER INCH DEPTH
ESTIMATED AT 115 LBS PER SQ YD
AT 6% OF TOTAL VOLUME
ESTIMATED AT 100 LBS PER CU FT
PER INCH DEPTH FOR MOT
ESTIMATED AT 95 LBS PER SQ YD
12547
11656
MO
T
MO
T
3" CL2 ASPH BASE 1.00D PG64-22
3" CL2 ASPH BASE 1.00D PG64-22212
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
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SH
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ER
SST. J
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N
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LL
EG
E ST
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ET
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ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
PAVING SUMMARY - CONCRETE ALTERNATE WITH ASPHALT SHOULDERS
1145 2698 69136348 21192
2063
78 1145 6348
1551 4314 9765
26947 11515 13162 51624
2071
2073
2084
JPC PAVEMENT - 11 INCH
JPC PAVEMENT - 9 INCH
JPC PAVEMENT - 8 INCH
25285
25285
5947
1078
1190
1218
9345
9598
17434
10340
10340 10725
10725
5928 1823
4342
CRUSHED STONE BASE
2599 FABRIC - GEOTEXTILE TYPE IV
1078
2256
1636
97193
44951
10904
11161
15725
15677
16198
28419
39892
61568
10535
22472
11835
22906ES403
1
CL3 ASPH SURF 0.38A PG64-22
TON
TON
301 CL2 ASPH SURF 0.38D PG64-22 TON
214 CL3 ASPH BASE 1.00D PG64-22 TON
212 CL2 ASPH BASE 1.00D PG64-22 TON
190 LEVELING & WEDGING PG64-22 TON
** 2543
976
4095
391 50
236 246 396
77 75
837 * 853 * 860 *
259 * 251 *
95 31 99 30
78
8100 CONCRETE - CLASS A
TON
CU YDS
1397 5142
259 719
2069 JPC PAVEMENT (10" AVG DEPTH) SQ YD
2542 CEMENT TON
20 TRAFFIC BOUND BASE TON 500
531
89
4267
2
3
4
5
1923
3 CRUSHED STONE BASE TON3
2071 JPC PAVEMENT (11" AVG DEPTH) SQ YD
2073 JPC PAVEMENT (9" AVG DEPTH) SQ YD
2084 JPC PAVEMENT - 8 INCH SQ YD** 50843
2599
358 TON
FABRIC - GEOTEXTILE TYPE IV
ASPHALT CURING SEAL
SQ YD
2702 TONSAND FOR BLOTTER
2996
8800
50843**
5092
2204
3126
3081
785
8166
39744
929
61716
23786
128
263 3650 13259
500
790 4380
10341417 3126
108 623 125
5947
25285 10192
1078 1078
10873
485 207 237
2291 12695
27
67
11
28
14
33
52
1932
1391 568 590
126952291 23786
COUNTY OF ITEM NO. SHEET NO.
HARDIN 4-8103.11
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
$$$$desig
n$file
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FIL
E
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ME:
$$$$
US
ER$$$$
US
ER:
$$$$
DA
TE$$$$
DA
TE:
E-S
HEET
NA
ME:
R2M
VARYING TRANSITIONAL DEPTHS
* CALCULATED USING SURFACE AREAS FOR
APPROACHS OR APPROACH RADIUS
** FOR MAINLINE ONLY - NO CONSTRUCTION IN
PAVING SUMMARY
US 31W BYPASS
ELIZABETHTOWN T0 RADCLIFF CONNECTOR
CRUSHED AGGREGATE SIZE NO. 2
CRUSHED AGGREGATE SIZE NO. 2
50843**
221
223 1300
475
3" CL2 ASPH BASE 1.00D PG64-22 (WEDGE)
3" CL3 ASPH BASE 1.00D PG64-22
891
221 3" CL2 ASPH BASE 0.75D PG64-22 891 11656
350 *
200 *
270 *
2500 * 307 *
223 CL3 ASPH BASE 0.75D PG64-22 TON
221 CL2 ASPH BASE 0.75D PG64-22 TON 1950 212 *
443
72 * 75 *
238 * 230 * 425 *
1923
2677 ASPHALT PAVE MILLING & TEXTURING 1566
1566
1174 663
712 2357
14370221 3�" CL2 ASPH BASE 0.75D PG64-22 891 116561823
2677 108ASPHALT PAVE MILLING & TEXTURING
1918
516
376
49 649
294 144
12330
5947
4635
4608
1336
5947
806
15929
6
SELECTED PAVEMENT ALTERNATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING QUANTITIES BASED ON THE
WERE BASED ON A MATHMATICAL COMPUTATION TO ESTABLISH AN ESTIMATE.
ALTERNATIVE. SINCE CROSS SECTIONS WERE NOT AVAILABLE, QUANTITIES
FOR TYING DOWN THE SHOULDER BASED ON THE ASPHALT PAVEMENT
QUANTITIES WERE ESTABLISHED FOR ESTIMATING THE EARTHWORK WEDGE
2676 MOBILIZATION FOR MILL & TEXT
2230 EMBANKMENT IN PLACE CU YDS
LS
4000 4000
1 7
7
0269 MODIFIED OPEN-GRADED DRAINAGE COURSE
0269 MODIFIED OPEN-GRADED DRAINAGE COURSE
1" DRAINAGE LAYER/BONDBREAKER MIX PG64-22
SHOWN ON TYPICAL SECTIONS AS
TON8
8
5" OF SURFACE FOR US 62 RAMP SHOULDERS
1�" OF SURFACE FOR BYPASS SHOULDERS AND WK PKWY RAMP SHOULDERS
8 26947 11515 13162SQ YD 51624CEMENT STABLIZED ROADBED
PAVING AREAS - CONCRETE ALTERNATE WITH CONCRETE SHOULDERS
VARYING TRANSITIONAL DEPTHS
* CALCULATED USING SURFACE AREAS FOR
APPROACHS OR APPROACH RADIUS
** FOR MAINLINE ONLY - NO CONSTRUCTION IN
NOTES
OTHERWISE.
PER INCH OF DEPTH, UNLESS NOTED
ESTIMATED AT 110 LBS. PER SQ. YD.
ALL ASPHALT MIXTURES SHALL BE
1
2
ESTIMATED AT 100 LBS. PER SQ. YD.
AND WEDGING
PER INCH OF DEPTH. INCLUDES LEVELING
AT �" DEPTH PER SQ YD
OF RESIDENT ENGINEER. ESTIMATED
TO BE USED AT DISCRETION
3
4
5
PER INCH DEPTH
ESTIMATED AT 115 LBS PER SQ YD
AT 6% OF TOTAL VOLUME
ESTIMATED AT 100 LBS PER CU FT
PER INCH DEPTH FOR MOT
ESTIMATED AT 95 LBS PER SQ YD
PAVING SUMMARY - CONCRETE ALTERNATE WITH CONCRETE SHOULDERS
22906ES403
301
2147�"
2127�"
2�" CL2 ASPH BASE 0.75D PG64-22
2�" CL2 ASPH BASE 1.00D PG64-22
190 LEVELING & WEDGING PG64-22
2�" CL3 ASPH BASE 0.75D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
SQUARE YARDS
TO
TA
LS
CODE
ITEM
ITEM
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
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KY
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LD
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KY
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RL
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SH
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ST
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NS
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OV
ER
S
14183
3429 3567 5760
1109 1090
3216
2548
1737
3279
2598
1672
5835
6015
6195
522
751
1032
545
743
983
3429 1109 3567 1090
ISL
AN
DS
ME
DIA
NS
8100 CONCRETE - CLASS A
1�" CL3 ASPH SURF 0.38A PG64-22
1�" CL2 ASPH SURF 0.38D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
2�" CL2 CL2 ASPH BASE 1.00D PG64-22
214
2069 JPC PAVEMENT (10" AVG DEPTH)
3
8 8" CEMENT STABLIZED ROADBED
3173
3223
2125
4267
4342
8800
11656
11656
MO
T
3" CL2 ASPH BASE 1.00D PG64-22
3" CL2 ASPH BASE 1.00D PG64-22212
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
2698 6913 21192
78
1551 4314 9765
51624
2071
2073
2084
JPC PAVEMENT - 11 INCH
JPC PAVEMENT - 9 INCH
JPC PAVEMENT - 8 INCH
221 3�" CL2 ASPH BASE 0.75D PG64-22
4342
CRUSHED STONE BASE
2599 FABRIC - GEOTEXTILE TYPE IV
1078
2125
1823
97193
15929
29877
11161
26601
40783
75751
22891
10816
11835
50843**
CODE
ITEMITEM UNIT
TO
TA
LS
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
AM
PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
EH
AB
BY
PA
SS - IN
LA
Y
SH
OU
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ER
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YP
ASS - IN
LA
Y
SH
OU
LD
ER
SB
YP
ASS - O
VE
RL
AY
BY
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SS - O
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AY
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RA
NSITIO
NS
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OV
ER
S
ISL
AN
DS
ME
DIA
NS
MO
T
CO
LL
EG
E ST
RE
ET
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LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
22906ES403
1
CL3 ASPH SURF 0.38A PG64-22
TON
TON
301 CL2 ASPH SURF 0.38D PG64-22 TON
214 CL3 ASPH BASE 1.00D PG64-22 TON
212 CL2 ASPH BASE 1.00D PG64-22 TON
190 LEVELING & WEDGING PG64-22 TON
** 2543
390
236 246 396
77 75
837 * 853 * 860 *
259 * 251 *
95 31 99 30
78
8100 CONCRETE - CLASS A
TON
CU YDS
803 2977
259 719
2069 JPC PAVEMENT (10" AVG DEPTH) SQ YD
2542 CEMENT TON
20 TRAFFIC BOUND BASE TON 500
350
892
3
4
5
1923
3 CRUSHED STONE BASE TON3
2071 JPC PAVEMENT (11" AVG DEPTH) SQ YD
2073 JPC PAVEMENT (9" AVG DEPTH) SQ YD
2084 JPC PAVEMENT - 8 INCH SQ YD
2599
358 TON
FABRIC - GEOTEXTILE TYPE IV
ASPHALT CURING SEAL
SQ YD
2702 TONSAND FOR BLOTTER
2475
8800
5092
1227
3028
2900
734
7645
40635
929
75899
23786
128
10111
500
1078
52
1932
1527
1494
2015
23786
14183**
50843** 14183**
6091
COUNTY OF ITEM NO. SHEET NO.
HARDIN 4-8103.11
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
$$$$desig
n$file
$specific
atio
n$$$$
FIL
E
NA
ME:
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ER$$$$
US
ER:
$$$$
DA
TE$$$$
DA
TE:
E-S
HEET
NA
ME:
R2L
CRUSHED AGGREGATE SIZE NO. 2
CRUSHED AGGREGATE SIZE NO. 2
50843**
927
223
221 460
700
221 3" CL2 ASPH BASE 0.75D PG64-22
223 13002�" CL3 ASPH BASE 0.75D PG64-22 (STA. 172+00)
3" CL3 ASPH BASE 1.00D PG64-22 (STA. 172+00)
1300
891
891
349 *
102 *
115
4267 891
2110 * 308 *
223 CL3 ASPH BASE 0.75D PG64-22 TON
221 CL2 ASPH BASE 0.75D PG64-22 TON
179
72 * 75 *
238 * 230 * 425 *
192364
2677 ASPHALT PAVE MILLING & TEXTURING
2063
25285
25285
5947
1078
1190
1218
9345
9598
17434
126952291
1566
1566
10340
10340 10725
10725
5928 1823
1174 663
712 2357
1145 6348
1145 6348
26947 11515 13162
1823
2677 ASPHALT PAVE MILLING & TEXTURING
263 3650
790 4380
417 3126
108
5947
25285
1078
485
2291 12695
27
67
1391
108
1918
516
623 125
10192
10873
207 237
11
28
14
33
568 590
376
49 649
294 144
11656
9604
12330
5947
4635
2510
1072
5947
806
6
SELECTED PAVEMENT ALTERNATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING QUANTITIES BASED ON THE
WERE BASED ON A MATHMATICAL COMPUTATION TO ESTABLISH AN ESTIMATE.
ALTERNATIVE. SINCE CROSS SECTIONS WERE NOT AVAILABLE, QUANTITIES
FOR TYING DOWN THE SHOULDER BASED ON THE ASPHALT PAVEMENT
QUANTITIES WERE ESTABLISHED FOR ESTIMATING THE EARTHWORK WEDGE
2676 MOBILIZATION FOR MILL & TEXT
2230 EMBANKMENT IN PLACE CU YDS
LS
4000
1
4000
7
70269 MODIFIED OPEN-GRADED DRAINAGE COURSE
0269 MODIFIED OPEN-GRADED DRAINAGE COURSE
1" DRAINAGE LAYER/BONDBREAKER MIX PG64-22
SHOWN ON TYPICAL SECTIONS AS8
8
TON
5" OF SURFACE FOR US 62 RAMP SHOULDERS
1�" OF SURFACE FOR BYPASS SHOULDERS AND WK PKWY RAMP SHOULDERS
PAVING SUMMARY
US 31W BYPASS
ELIZABETHTOWN T0 RADCLIFF CONNECTOR
8 CEMENT STABLIZED ROADBED 26947 11515 13162SQ YD 516241
1 REVISED 11-03-10
PAVING AREAS - CONCRETE ALTERNATE WITH CONCRETE SHOULDERS
VARYING TRANSITIONAL DEPTHS
* CALCULATED USING SURFACE AREAS FOR
APPROACHS OR APPROACH RADIUS
** FOR MAINLINE ONLY - NO CONSTRUCTION IN
NOTES
OTHERWISE.
PER INCH OF DEPTH, UNLESS NOTED
ESTIMATED AT 110 LBS. PER SQ. YD.
ALL ASPHALT MIXTURES SHALL BE
1
2
ESTIMATED AT 100 LBS. PER SQ. YD.
AND WEDGING
PER INCH OF DEPTH. INCLUDES LEVELING
AT �" DEPTH PER SQ YD
OF RESIDENT ENGINEER. ESTIMATED
TO BE USED AT DISCRETION
3
4
5
PER INCH DEPTH
ESTIMATED AT 115 LBS PER SQ YD
AT 6% OF TOTAL VOLUME
ESTIMATED AT 100 LBS PER CU FT
PER INCH DEPTH FOR MOT
ESTIMATED AT 95 LBS PER SQ YD
PAVING SUMMARY - CONCRETE ALTERNATE WITH CONCRETE SHOULDERS
22906ES403
301
2147�"
2127�"
2�" CL2 ASPH BASE 0.75D PG64-22
2�" CL2 ASPH BASE 1.00D PG64-22
190 LEVELING & WEDGING PG64-22
2�" CL3 ASPH BASE 0.75D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
SQUARE YARDS
TO
TA
LS
CODE
ITEM
ITEM
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
AM
PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
EH
AB
BY
PA
SS - IN
LA
Y
SH
OU
LD
ER
SB
YP
ASS - IN
LA
Y
BY
PA
SS - O
VE
RL
AY
SH
OU
LD
ER
SB
YP
ASS - O
VE
RL
AY
SH
OU
LD
ER
ST
RA
NSITIO
NS
TIE-D
OW
N
CR
OSS
OV
ER
S
14183
3429 3567 5760
1109 1090
3216
2548
1737
3279
2598
1672
5835
6015
6195
522
751
1032
545
743
983
3429 1109 3567 1090
ISL
AN
DS
ME
DIA
NS
8100 CONCRETE - CLASS A
1�" CL3 ASPH SURF 0.38A PG64-22
1�" CL2 ASPH SURF 0.38D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
2�" CL2 CL2 ASPH BASE 1.00D PG64-22
214
2069 JPC PAVEMENT (10" AVG DEPTH)
3
8 8" CEMENT STABLIZED ROADBED
3173
3223
2125
4267
4342
8800
11656
11656
MO
T
3" CL2 ASPH BASE 1.00D PG64-22
3" CL2 ASPH BASE 1.00D PG64-22212
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
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N
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ER
SST. J
OH
N
RO
AD
2698 6913 21192
78
1551 4314 9765
51624
2071
2073
2084
JPC PAVEMENT - 11 INCH
JPC PAVEMENT - 9 INCH
JPC PAVEMENT - 8 INCH
221 3�" CL2 ASPH BASE 0.75D PG64-22
4342
CRUSHED STONE BASE
2599 FABRIC - GEOTEXTILE TYPE IV
1078
2125
1823
97193
15929
29877
11161
26601
40783
75751
22891
10816
11835
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CODE
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22906ES403
1
CL3 ASPH SURF 0.38A PG64-22
TON
TON
301 CL2 ASPH SURF 0.38D PG64-22 TON
214 CL3 ASPH BASE 1.00D PG64-22 TON
212 CL2 ASPH BASE 1.00D PG64-22 TON
190 LEVELING & WEDGING PG64-22 TON
** 2543
390
236 246 396
77 75
837 * 853 * 860 *
259 * 251 *
95 31 99 30
78
8100 CONCRETE - CLASS A
TON
CU YDS
803 2977
259 719
2069 JPC PAVEMENT (10" AVG DEPTH) SQ YD
2542 CEMENT TON
20 TRAFFIC BOUND BASE TON 500
350
892
3
4
5
1923
3 CRUSHED STONE BASE TON3
2071 JPC PAVEMENT (11" AVG DEPTH) SQ YD
2073 JPC PAVEMENT (9" AVG DEPTH) SQ YD
2084 JPC PAVEMENT - 8 INCH SQ YD
2599
358 TON
FABRIC - GEOTEXTILE TYPE IV
ASPHALT CURING SEAL
SQ YD
2702 TONSAND FOR BLOTTER
2475
8800
5092
1227
3028
2900
734
7645
40635
929
75899
23786
128
10111
500
1078
52
1932
1527
1494
2015
23786
14183**
50843** 14183**
6091
COUNTY OF ITEM NO. SHEET NO.
HARDIN 4-8103.11
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50843**
927
223
221 460
700
221 3" CL2 ASPH BASE 0.75D PG64-22
223 13002�" CL3 ASPH BASE 0.75D PG64-22 (STA. 172+00)
3" CL3 ASPH BASE 1.00D PG64-22 (STA. 172+00)
1300
891
891
349 *
102 *
115
4267 891
2110 * 308 *
223 CL3 ASPH BASE 0.75D PG64-22 TON
221 CL2 ASPH BASE 0.75D PG64-22 TON
179
72 * 75 *
238 * 230 * 425 *
192364
2677 ASPHALT PAVE MILLING & TEXTURING
2063
25285
25285
5947
1078
1190
1218
9345
9598
17434
126952291
1566
1566
10340
10340 10725
10725
5928 1823
1174 663
712 2357
1145 6348
1145 6348
26947 11515 13162
1823
2677 ASPHALT PAVE MILLING & TEXTURING
263 3650
790 4380
417 3126
108
5947
25285
1078
485
2291 12695
27
67
1391
108
1918
516
623 125
10192
10873
207 237
11
28
14
33
568 590
376
49 649
294 144
11656
9604
12330
5947
4635
2510
1072
5947
806
6
SELECTED PAVEMENT ALTERNATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING QUANTITIES BASED ON THE
WERE BASED ON A MATHMATICAL COMPUTATION TO ESTABLISH AN ESTIMATE.
ALTERNATIVE. SINCE CROSS SECTIONS WERE NOT AVAILABLE, QUANTITIES
FOR TYING DOWN THE SHOULDER BASED ON THE ASPHALT PAVEMENT
QUANTITIES WERE ESTABLISHED FOR ESTIMATING THE EARTHWORK WEDGE
2676 MOBILIZATION FOR MILL & TEXT
2230 EMBANKMENT IN PLACE CU YDS
LS
4000
1
4000
7
70269 MODIFIED OPEN-GRADED DRAINAGE COURSE
0269 MODIFIED OPEN-GRADED DRAINAGE COURSE
1" DRAINAGE LAYER/BONDBREAKER MIX PG64-22
SHOWN ON TYPICAL SECTIONS AS8
8
TON
5" OF SURFACE FOR US 62 RAMP SHOULDERS
1�" OF SURFACE FOR BYPASS SHOULDERS AND WK PKWY RAMP SHOULDERS
PAVING SUMMARY
US 31W BYPASS
ELIZABETHTOWN T0 RADCLIFF CONNECTOR
8 CEMENT STABLIZED ROADBED 26947 11515 13162SQ YD 51624
PAVING AREAS - ASPHALT ALTERNATE
3" CL2 ASPH BASE 0.75D PG64-22
LEVELING & WEDGING PG64-22
SQUARE YARDS
CODE
ITEMITEM UNIT
TON
TO
TA
LS
22906ES403
CODE
ITEM
301
2149�" 3" CL3 ASPH BASE 1.00D PG64-22
9�"212
3" CL2 ASPH BASE 1.00D PG64-22
190
ITEM
TO
TA
LS
22906ES403
301
214
212
190 LEVELING & WEDGING PG64-22
CL3 ASPH SURF 0.38A PG64-22
CL2 ASPH SURF 0.38D PG64-22
CL3 ASPH BASE 1.00D PG64-22
CL2 ASPH BASE 1.00D PG64-22
TON
TON
TON
TON
TR
AN
SITIO
NS
TIE-D
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N
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PS
SH
OU
LD
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S 62 R
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N
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ER
N
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BY
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SS - R
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OU
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N
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S 62 R
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PS
PA
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N
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SP
AR
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AY
WEST
ER
N
KY
BY
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SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
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AB
BY
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SS - IN
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OU
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LA
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SH
OU
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BY
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OW
N
SH
OU
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ST
RA
NSITIO
NS
TIE-D
OW
N
CR
OSS
OV
ER
S
212
50843
51192
51541
51920
50843
14183
14183
14183
1818
1818
3429
1737
2548
3216
3429
1109
522
751
1032
1109
3567
1672
2598
3279
3567
1090
545
743
983
1090
5760
6195
6015
5835
CR
OSS
OV
ER
S
3496
17786
1399
976
4878
391
420 *
50
236
995 *
95
77
307 *
31
246
1014 *
99
75
298 *
30
396
1027 *
ISL
AN
DS
ME
DIA
NS
ISL
AN
DS
ME
DIA
NS
8100 CONCRETE - CLASS A
TON
CU YDS
1531 4770
259 719
214
223
21410�"
3�" CL3 ASPH BASE 0.75D PG64-22
3�" CL3 ASPH BASE 1.00D PG64-22
3�" CL3 ASPH BASE 1.00D PG64-22
1�" CL3 ASPH SURF 0.38A PG64-22
1�" CL2 ASPH SURF 0.38D PG64-22
3�" CL3 ASPH BASE 1.00D PG64-22
3�" CL2 ASPH BASE 1.00D PG64-22
0269
8 16" CEMENT STABLIZED ROADBED
7440
3242
3173
3173
4267
4300
4330
0269 TON
2542 CEMENT TON
20 TRAFFIC BOUND BASE TON
2049
89
500
4
5
909
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
CO
LL
EG
E ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
NOTES
OTHERWISE.
PER INCH OF DEPTH, UNLESS NOTED
ESTIMATED AT 110 LBS. PER SQ. YD.
ALL ASPHALT MIXTURES SHALL BE
1
2
ESTIMATED AT 100 LBS. PER SQ. YD.
AND WEDGING
PER INCH OF DEPTH. INCLUDES LEVELING
AT �" DEPTH PER SQ YD
OF RESIDENT ENGINEER. ESTIMATED
TO BE USED AT DISCRETION
3
4
5
PER INCH DEPTH
ESTIMATED AT 115 LBS PER SQ YD
AT 6% OF TOTAL VOLUME
ESTIMATED AT 100 LBS PER CU FT
PER INCH DEPTH FOR MOT
ESTIMATED AT 95 LBS PER SQ YD
33295 11515 11387 127236
VARYING TRANSITIONAL DEPTHS
* CALCULATED USING SURFACE AREAS FOR
PAVING SUMMARY - ASPHALT ALTERNATE
3
8100 CONCRETE - CLASS A
2698
1551
6913
4314
1145 22355
5865
26947 11515 13162 51624
78 1145
6348
25285 10341 10725 46351
10782073 JPC PAVEMENT - 9 INCH - BRIDGE END DIG-OUT
33295
33295
11515
11515
212 4" CL2 ASPH BASE 1.00D PG64-22 11387
15371
1161
1189
9345
9598
212 2�" CL2 ASPH BASE 1.00D PG64-22 15477 4042
4754 2357 42248
65063
67002
68580
28106
27333
16198
79281
19519
44810
44810
13744
1078
3173
3173
3 CRUSHED STONE BASE
78 TON
2073 JPC PAVEMENT - 9 INCH SQ YD
358
2702
ASPHALT CURING SEAL
SAND FOR BLOTTER
TON
TON
263
790
1078
388
3650
4380
2289
1391
970
12932
27
67
4582 500
4336
376
792
568
414
519
2705
162
783
590
473
11 14
28 33
9261
3031
2184
2549
1857
500
8178
128
42844
13815
978
1078
52
CRUSHED STONE BASE 4360
4360
2599 FABRIC - GEOTEXTILE TYPE IV 2291 12695 8800 23786
6348 11853
14183
14183
MO
T
11656
11656
3
3
2599 FABRIC - GEOTEXTILE TYPE IV SQ YD
14032
3008
8800
MO
T
1923
2
1
COUNTY OF ITEM NO. SHEET NO.
HARDIN 4-8103.11
PR
EP
AR
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BY
CH
EC
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D
BY
AP
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BY
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PAVING SUMMARY
US 31W BYPASS
ELIZABETHTOWN TO RADCLIFF CONNECTOR
2291 2378612695
891
CRUSHED AGGREGATE SIZE NO. 2
CRUSHED AGGREGATE SIZE NO. 2
221
223
223
221 CL2 ASPH BASE 0.75D PG64-22 TON
223 CL3 ASPH BASE 0.75D PG64-22 TON 286 * 275 *1228 23180
3" CL3 ASPH BASE 0.75D PG64-22
3" CL3 ASPH BASE 0.75D PG64-22 (STA. 172+00)
3�" CL3 ASPH BASE 1.00D PG 64-22 (STA. 172+00)
3" CL2 ASPH BASE 1.00D PG64-22
1200
212 15093" CL2 ASPH BASE 1.00D PG64-22
1023 *
200 *
3510 * 308 *
2340 198 * 86 * 90 *
8447 506 * 1923
2677 ASPHALT PAVE MILLING & TEXTURING 1566 712 2357 4635
223 4" CL3 ASPH BASE 0.75D PG64-22
33295 11515
11387
1566
214 4" CL3 ASPH BASE 1.00D PG64-22 11387 11387
2357
5951 2059 2505
108 1057
2677 108ASPHALT PAVE MILLING & TEXTURING 51949
11415
12296
44810
11387
2714
676
6
2676 MOBILIZATION FOR MILL & TEXT LS 1
2230 EMBANKMENT IN PLACE CU YDS 4000 4000
MODIFIED OPEN-GRADED DRAINAGE COURSE
MODIFIED OPEN-GRADED DRAINAGE COURSE
7
7
1" DRAINAGE LAYER/BONDBREAKER MIX PG64-22
SHOWN ON TYPICAL SECTIONS AS
8
8
SELECTED PAVEMENT ALTERNATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING QUANTITIES BASED ON THE
WERE BASED ON A MATHMATICAL COMPUTATION TO ESTABLISH AN ESTIMATE.
ALTERNATIVE. SINCE CROSS SECTIONS WERE NOT AVAILABLE, QUANTITIES
FOR TYING DOWN THE SHOULDER BASED ON THE ASPHALT PAVEMENT
QUANTITIES WERE ESTABLISHED FOR ESTIMATING THE EARTHWORK WEDGE
TON
4" OF SURFACE FOR US 62 RAMP SHOULDERS
1�" OF SURFACE FOR BYPASS SHOULDERS AND WK PKWY RAMP SHOULDERS
8 26947 11515 13162SQ YD 51624CEMENT STABLIZED ROADBED1
1 REVISED 11-03-10
PAVING AREAS - ASPHALT ALTERNATE
3" CL2 ASPH BASE 0.75D PG64-22
LEVELING & WEDGING PG64-22
SQUARE YARDS
CODE
ITEMITEM UNIT
TON
TO
TA
LS
22906ES403
CODE
ITEM
301
2149�" 3" CL3 ASPH BASE 1.00D PG64-22
9�"212
3" CL2 ASPH BASE 1.00D PG64-22
190
ITEM
TO
TA
LS
22906ES403
301
214
212
190 LEVELING & WEDGING PG64-22
CL3 ASPH SURF 0.38A PG64-22
CL2 ASPH SURF 0.38D PG64-22
CL3 ASPH BASE 1.00D PG64-22
CL2 ASPH BASE 1.00D PG64-22
TON
TON
TON
TON
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
AM
PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
EH
AB
BY
PA
SS - IN
LA
Y
SH
OU
LD
ER
SB
YP
ASS - IN
LA
Y
BY
PA
SS - O
VE
RL
AY
SH
OU
LD
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SB
YP
ASS - O
VE
RL
AY
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
AM
PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
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SB
YP
ASS - R
EH
AB
BY
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SS - IN
LA
Y
SH
OU
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ER
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YP
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SH
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BY
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ST
RA
NSITIO
NS
TIE-D
OW
N
SH
OU
LD
ER
ST
RA
NSITIO
NS
TIE-D
OW
N
CR
OSS
OV
ER
S
212
50843
51192
51541
51920
50843
14183
14183
14183
1818
1818
3429
1737
2548
3216
3429
1109
522
751
1032
1109
3567
1672
2598
3279
3567
1090
545
743
983
1090
5760
6195
6015
5835
CR
OSS
OV
ER
S
3496
17786
1399
976
4878
391
420 *
50
236
995 *
95
77
307 *
31
246
1014 *
99
75
298 *
30
396
1027 *
ISL
AN
DS
ME
DIA
NS
ISL
AN
DS
ME
DIA
NS
8100 CONCRETE - CLASS A
TON
CU YDS
1531 4770
259 719
214
223
21410�"
3�" CL3 ASPH BASE 0.75D PG64-22
3�" CL3 ASPH BASE 1.00D PG64-22
3�" CL3 ASPH BASE 1.00D PG64-22
1�" CL3 ASPH SURF 0.38A PG64-22
1�" CL2 ASPH SURF 0.38D PG64-22
3�" CL3 ASPH BASE 1.00D PG64-22
3�" CL2 ASPH BASE 1.00D PG64-22
0269
8 16" CEMENT STABLIZED ROADBED
7440
3242
3173
3173
4267
4300
4330
0269 TON
2542 CEMENT TON
20 TRAFFIC BOUND BASE TON
2049
89
500
4
5
909
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
CO
LL
EG
E ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
NOTES
OTHERWISE.
PER INCH OF DEPTH, UNLESS NOTED
ESTIMATED AT 110 LBS. PER SQ. YD.
ALL ASPHALT MIXTURES SHALL BE
1
2
ESTIMATED AT 100 LBS. PER SQ. YD.
AND WEDGING
PER INCH OF DEPTH. INCLUDES LEVELING
AT �" DEPTH PER SQ YD
OF RESIDENT ENGINEER. ESTIMATED
TO BE USED AT DISCRETION
3
4
5
PER INCH DEPTH
ESTIMATED AT 115 LBS PER SQ YD
AT 6% OF TOTAL VOLUME
ESTIMATED AT 100 LBS PER CU FT
PER INCH DEPTH FOR MOT
ESTIMATED AT 95 LBS PER SQ YD
33295 11515 11387 127236
VARYING TRANSITIONAL DEPTHS
* CALCULATED USING SURFACE AREAS FOR
PAVING SUMMARY - ASPHALT ALTERNATE
3
8100 CONCRETE - CLASS A
2698
1551
6913
4314
1145 22355
5865
26947 11515 13162 51624
78 1145
6348
25285 10341 10725 46351
10782073 JPC PAVEMENT - 9 INCH - BRIDGE END DIG-OUT
33295
33295
11515
11515
212 4" CL2 ASPH BASE 1.00D PG64-22 11387
15371
1161
1189
9345
9598
212 2�" CL2 ASPH BASE 1.00D PG64-22 15477 4042
4754 2357 42248
65063
67002
68580
28106
27333
16198
79281
19519
44810
44810
13744
1078
3173
3173
3 CRUSHED STONE BASE
78 TON
2073 JPC PAVEMENT - 9 INCH SQ YD
358
2702
ASPHALT CURING SEAL
SAND FOR BLOTTER
TON
TON
263
790
1078
388
3650
4380
2289
1391
970
12932
27
67
4582 500
4336
376
792
568
414
519
2705
162
783
590
473
11 14
28 33
9261
3031
2184
2549
1857
500
8178
128
42844
13815
978
1078
52
CRUSHED STONE BASE 4360
4360
2599 FABRIC - GEOTEXTILE TYPE IV 2291 12695 8800 23786
6348 11853
14183
14183
MO
T
11656
11656
3
3
2599 FABRIC - GEOTEXTILE TYPE IV SQ YD
14032
3008
8800
MO
T
1923
2
1
COUNTY OF ITEM NO. SHEET NO.
HARDIN 4-8103.11
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
$$$$desig
n$file
$specific
atio
n$$$$
FIL
E
NA
ME:
$$$$
US
ER$$$$
US
ER:
$$$$
DA
TE$$$$
DA
TE:
E-S
HEET
NA
ME:
R2K
PAVING SUMMARY
US 31W BYPASS
ELIZABETHTOWN TO RADCLIFF CONNECTOR
2291 2378612695
891
CRUSHED AGGREGATE SIZE NO. 2
CRUSHED AGGREGATE SIZE NO. 2
221
223
223
221 CL2 ASPH BASE 0.75D PG64-22 TON
223 CL3 ASPH BASE 0.75D PG64-22 TON 286 * 275 *1228 23180
3" CL3 ASPH BASE 0.75D PG64-22
3" CL3 ASPH BASE 0.75D PG64-22 (STA. 172+00)
3�" CL3 ASPH BASE 1.00D PG 64-22 (STA. 172+00)
3" CL2 ASPH BASE 1.00D PG64-22
1200
212 15093" CL2 ASPH BASE 1.00D PG64-22
1023 *
200 *
3510 * 308 *
2340 198 * 86 * 90 *
8447 506 * 1923
2677 ASPHALT PAVE MILLING & TEXTURING 1566 712 2357 4635
223 4" CL3 ASPH BASE 0.75D PG64-22
33295 11515
11387
1566
214 4" CL3 ASPH BASE 1.00D PG64-22 11387 11387
2357
5951 2059 2505
108 1057
2677 108ASPHALT PAVE MILLING & TEXTURING 51949
11415
12296
44810
11387
2714
676
6
2676 MOBILIZATION FOR MILL & TEXT LS 1
2230 EMBANKMENT IN PLACE CU YDS 4000 4000
MODIFIED OPEN-GRADED DRAINAGE COURSE
MODIFIED OPEN-GRADED DRAINAGE COURSE
7
7
1" DRAINAGE LAYER/BONDBREAKER MIX PG64-22
SHOWN ON TYPICAL SECTIONS AS
8
8
SELECTED PAVEMENT ALTERNATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING QUANTITIES BASED ON THE
WERE BASED ON A MATHMATICAL COMPUTATION TO ESTABLISH AN ESTIMATE.
ALTERNATIVE. SINCE CROSS SECTIONS WERE NOT AVAILABLE, QUANTITIES
FOR TYING DOWN THE SHOULDER BASED ON THE ASPHALT PAVEMENT
QUANTITIES WERE ESTABLISHED FOR ESTIMATING THE EARTHWORK WEDGE
TON
4" OF SURFACE FOR US 62 RAMP SHOULDERS
1�" OF SURFACE FOR BYPASS SHOULDERS AND WK PKWY RAMP SHOULDERS
8 26947 11515 13162SQ YD 51624CEMENT STABLIZED ROADBED
NOTES
OTHERWISE.
PER INCH OF DEPTH, UNLESS NOTED
ESTIMATED AT 110 LBS. PER SQ. YD.
ALL ASPHALT MIXTURES SHALL BE
PAVING AREAS - CONCRETE ALTERNATE WITH ASPHALT SHOULDERS
1
2
22906ES403
301
2147�"
2127�"
2�" CL2 ASPH BASE 0.75D PG64-22
2�" CL2 ASPH BASE 1.00D PG64-22
190 LEVELING & WEDGING PG64-22
2�" CL3 ASPH BASE 0.75D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
SQUARE YARDS
TO
TA
LS
CODE
ITEM
ITEM
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
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PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
EH
AB
BY
PA
SS - IN
LA
Y
SH
OU
LD
ER
SB
YP
ASS - IN
LA
Y
BY
PA
SS - O
VE
RL
AY
SH
OU
LD
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SB
YP
ASS - O
VE
RL
AY
SH
OU
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ER
ST
RA
NSITIO
NS
TIE-D
OW
N
CODE
ITEMITEM UNIT
TO
TA
LS
TR
AN
SITIO
NS
TIE-D
OW
N
US 62 R
AM
PS
SH
OU
LD
ER
SU
S 62 R
AM
PS
PA
RK
WA
YW
EST
ER
N
KY
SH
OU
LD
ER
SP
AR
KW
AY
WEST
ER
N
KY
BY
PA
SS - R
EH
AB
SH
OU
LD
ER
SB
YP
ASS - R
EH
AB
BY
PA
SS - IN
LA
Y
SH
OU
LD
ER
SB
YP
ASS - IN
LA
Y
SH
OU
LD
ER
SB
YP
ASS - O
VE
RL
AY
BY
PA
SS - O
VE
RL
AY
SH
OU
LD
ER
ST
RA
NSITIO
NS
TIE-D
OW
N
212
CR
OSS
OV
ER
S
CR
OSS
OV
ER
S
14183
14183
14183
14183
14183
1818
1636
1818
3429 3567 5760
1109 1090
3216
2548
1737
3279
2598
1672
5835
6015
6195
1032
751
522
983
743
545
3429 1109 3567 1090
ISL
AN
DS
ME
DIA
NS
8100 CONCRETE - CLASS A
ISL
AN
DS
ME
DIA
NS
1�" CL3 ASPH SURF 0.38A PG64-22
1�" CL2 ASPH SURF 0.38D PG64-22
2�" CL3 ASPH BASE 1.00D PG64-22
2�" CL2 CL2 ASPH BASE 1.00D PG64-22
214
2069 JPC PAVEMENT (10" AVG DEPTH)
3
8 8" CEMENT STABLIZED ROADBED
3173
3223
2256
4267
4342
8800
ESTIMATED AT 100 LBS. PER SQ. YD.
AND WEDGING
PER INCH OF DEPTH. INCLUDES LEVELING
AT �" DEPTH PER SQ YD
OF RESIDENT ENGINEER. ESTIMATED
TO BE USED AT DISCRETION
3
4
5
PER INCH DEPTH
ESTIMATED AT 115 LBS PER SQ YD
AT 6% OF TOTAL VOLUME
ESTIMATED AT 100 LBS PER CU FT
PER INCH DEPTH FOR MOT
ESTIMATED AT 95 LBS PER SQ YD
12547
11656
MO
T
MO
T
3" CL2 ASPH BASE 1.00D PG64-22
3" CL2 ASPH BASE 1.00D PG64-22212
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
CO
LL
EG
E ST
RE
ET
SH
OU
LD
ER
SC
OL
LE
GE ST
RE
ET
ST. J
OH
N
RO
AD
SH
OU
LD
ER
SST. J
OH
N
RO
AD
PAVING SUMMARY - CONCRETE ALTERNATE WITH ASPHALT SHOULDERS
1145 2698 69136348 21192
2063
78 1145 6348
1551 4314 9765
26947 11515 13162 51624
2071
2073
2084
JPC PAVEMENT - 11 INCH
JPC PAVEMENT - 9 INCH
JPC PAVEMENT - 8 INCH
25285
25285
5947
1078
1190
1218
9345
9598
17434
10340
10340 10725
10725
5928 1823
4342
CRUSHED STONE BASE
2599 FABRIC - GEOTEXTILE TYPE IV
1078
2256
1636
97193
44951
10904
11161
15725
15677
16198
28419
39892
61568
10535
22472
11835
22906ES403
1
CL3 ASPH SURF 0.38A PG64-22
TON
TON
301 CL2 ASPH SURF 0.38D PG64-22 TON
214 CL3 ASPH BASE 1.00D PG64-22 TON
212 CL2 ASPH BASE 1.00D PG64-22 TON
190 LEVELING & WEDGING PG64-22 TON
** 2543
976
4095
391 50
236 246 396
77 75
837 * 853 * 860 *
259 * 251 *
95 31 99 30
78
8100 CONCRETE - CLASS A
TON
CU YDS
1397 5142
259 719
2069 JPC PAVEMENT (10" AVG DEPTH) SQ YD
2542 CEMENT TON
20 TRAFFIC BOUND BASE TON 500
531
89
4267
2
3
4
5
1923
3 CRUSHED STONE BASE TON3
2071 JPC PAVEMENT (11" AVG DEPTH) SQ YD
2073 JPC PAVEMENT (9" AVG DEPTH) SQ YD
2084 JPC PAVEMENT - 8 INCH SQ YD** 50843
2599
358 TON
FABRIC - GEOTEXTILE TYPE IV
ASPHALT CURING SEAL
SQ YD
2702 TONSAND FOR BLOTTER
2996
8800
50843**
5092
2204
3126
3081
785
8166
39744
929
61716
23786
128
263 3650 13259
500
790 4380
10341417 3126
108 623 125
5947
25285 10192
1078 1078
10873
485 207 237
2291 12695
27
67
11
28
14
33
52
1932
1391 568 590
126952291 23786
COUNTY OF ITEM NO. SHEET NO.
HARDIN 4-8103.11
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
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ED
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R2M
VARYING TRANSITIONAL DEPTHS
* CALCULATED USING SURFACE AREAS FOR
APPROACHS OR APPROACH RADIUS
** FOR MAINLINE ONLY - NO CONSTRUCTION IN
PAVING SUMMARY
US 31W BYPASS
ELIZABETHTOWN T0 RADCLIFF CONNECTOR
CRUSHED AGGREGATE SIZE NO. 2
CRUSHED AGGREGATE SIZE NO. 2
50843**
221
223 1300
475
3" CL2 ASPH BASE 1.00D PG64-22 (WEDGE)
3" CL3 ASPH BASE 1.00D PG64-22
891
221 3" CL2 ASPH BASE 0.75D PG64-22 891 11656
350 *
200 *
270 *
2500 * 307 *
223 CL3 ASPH BASE 0.75D PG64-22 TON
221 CL2 ASPH BASE 0.75D PG64-22 TON 1950 212 *
443
72 * 75 *
238 * 230 * 425 *
1923
2677 ASPHALT PAVE MILLING & TEXTURING 1566
1566
1174 663
712 2357
14370221 3�" CL2 ASPH BASE 0.75D PG64-22 891 116561823
2677 108ASPHALT PAVE MILLING & TEXTURING
1918
516
376
49 649
294 144
12330
5947
4635
4608
1336
5947
806
15929
6
SELECTED PAVEMENT ALTERNATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING QUANTITIES BASED ON THE
WERE BASED ON A MATHMATICAL COMPUTATION TO ESTABLISH AN ESTIMATE.
ALTERNATIVE. SINCE CROSS SECTIONS WERE NOT AVAILABLE, QUANTITIES
FOR TYING DOWN THE SHOULDER BASED ON THE ASPHALT PAVEMENT
QUANTITIES WERE ESTABLISHED FOR ESTIMATING THE EARTHWORK WEDGE
2676 MOBILIZATION FOR MILL & TEXT
2230 EMBANKMENT IN PLACE CU YDS
LS
4000 4000
1 7
7
0269 MODIFIED OPEN-GRADED DRAINAGE COURSE
0269 MODIFIED OPEN-GRADED DRAINAGE COURSE
1" DRAINAGE LAYER/BONDBREAKER MIX PG64-22
SHOWN ON TYPICAL SECTIONS AS
TON8
8
5" OF SURFACE FOR US 62 RAMP SHOULDERS
1�" OF SURFACE FOR BYPASS SHOULDERS AND WK PKWY RAMP SHOULDERS
8 26947 11515 13162SQ YD 51624CEMENT STABLIZED ROADBED1
1 REVISED 11-03-10
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 1 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- SECTION 0001 PAVING ALT GROUP AA1 ALTERNATE 1 - ASPHALT ALTERNATE ---------------------------------------------------------------------------------------------------------- 0010 |00003 CRUSHED STONE BASE | 14,032.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0020 |00008 CEMENT STABILIZED ROADBED | 51,624.000 SQYD| | | (ADDED: 11-5-10) | | | ---------------------------------------------------------------------------------------------------------- 0030 |00020 TRAFFIC BOUND BASE | 500.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0040 |00078 CRUSHED AGGREGATE SIZE NO 2 | 8,178.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0050 |00190 LEVELING & WEDGING PG64-22 | 2,184.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0060 |00212 CL2 ASPH BASE 1.00D PG64-22 | 13,815.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0070 |00214 CL3 ASPH BASE 1.00D PG64-22 | 42,844.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0080 |00221 CL2 ASPH BASE 0.75D PG64-22 | 2,714.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0090 |00223 CL3 ASPH BASE 0.75D PG64-22 | 23,180.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0100 |00269 MOD OPEN-GRADED DRAINAGE COURSE | 2,549.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0110 |00301 CL2 ASPH SURF 0.38D PG64-22 | 3,031.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0120 |00358 ASPHALT CURING SEAL | 52.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0130 |02073 JPC PAVEMENT-9 IN | 1,078.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0140 |02230 EMBANKMENT IN PLACE | 4,000.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0150 |02542 CEMENT | 1,857.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0160 |02599 FABRIC-GEOTEXTILE TYPE IV | 23,786.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0170 |02676 MOBILIZATION FOR MILL & TEXT | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0180 |02677 ASPHALT PAVE MILLING & TEXTURING | 676.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0190 |02702 SAND FOR BLOTTER | 128.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0200 |08100 CONCRETE-CLASS A | 978.000 CUYD| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 113 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 2 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0210 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | | | 514,132.00| 514,132.00 ---------------------------------------------------------------------------------------------------------- 0220 |22906ES403 CL3 ASPH SURF 0.38A PG64-22 | 9,261.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0002 PAVING ALT GROUP AA2 ALTERNATE 2 - CONCRETE WITH CONCRETE SHOULDERS ---------------------------------------------------------------------------------------------------------- 0230 |00003 CRUSHED STONE BASE | 10,111.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0240 |00008 CEMENT STABILIZED ROADBED | 51,624.000 SQYD| | | (ADDED: 11-5-10) | | | ---------------------------------------------------------------------------------------------------------- 0250 |00020 TRAFFIC BOUND BASE | 500.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0260 |00078 CRUSHED AGGREGATE SIZE NO 2 | 7,645.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0270 |00190 LEVELING & WEDGING PG64-22 | 734.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0280 |00212 CL2 ASPH BASE 1.00D PG64-22 | 6,091.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0290 |00214 CL3 ASPH BASE 1.00D PG64-22 | 2,900.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0300 |00221 CL2 ASPH BASE 0.75D PG64-22 | 2,510.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0310 |00223 CL3 ASPH BASE 0.75D PG64-22 | 1,072.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0320 |00269 MOD OPEN-GRADED DRAINAGE COURSE | 5,092.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0330 |00301 CL2 ASPH SURF 0.38D PG64-22 | 3,028.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0340 |00358 ASPHALT CURING SEAL | 52.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0350 |02069 JPC PAVEMENT-10 IN | 40,635.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0360 |02071 JPC PAVEMENT-11 IN | 5,947.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0370 |02073 JPC PAVEMENT-9 IN | 1,078.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0380 |02084 JPC PAVEMENT-8 IN | 75,899.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0390 |02230 EMBANKMENT IN PLACE | 4,000.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0400 |02542 CEMENT | 929.000 TON | | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 114 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 3 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0410 |02599 FABRIC-GEOTEXTILE TYPE IV | 23,786.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0420 |02676 MOBILIZATION FOR MILL & TEXT | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0430 |02677 ASPHALT PAVE MILLING & TEXTURING | 806.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0440 |02702 SAND FOR BLOTTER | 128.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0450 |08100 CONCRETE-CLASS A | 1,932.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0460 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | | | 253,501.00| 253,501.00 ---------------------------------------------------------------------------------------------------------- 0470 |22906ES403 CL3 ASPH SURF 0.38A PG64-22 | 1,227.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0003 PAVING ALT GROUP AA3 ALTERNATE 3 - CONCRETE WITH ASPHALT SHOULDERS ---------------------------------------------------------------------------------------------------------- 0480 |00003 CRUSHED STONE BASE | 13,259.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0490 |00008 CEMENT STABILIZED ROADBED | 51,624.000 SQYD| | | (ADDED: 11-5-10) | | | ---------------------------------------------------------------------------------------------------------- 0500 |00020 TRAFFIC BOUND BASE | 500.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0510 |00078 CRUSHED AGGREGATE SIZE NO 2 | 8,166.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0520 |00190 LEVELING & WEDGING PG64-22 | 785.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0530 |00212 CL2 ASPH BASE 1.00D PG64-22 | 10,341.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0540 |00214 CL3 ASPH BASE 1.00D PG64-22 | 3,081.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0550 |00221 CL2 ASPH BASE 0.75D PG64-22 | 4,608.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0560 |00223 CL3 ASPH BASE 0.75D PG64-22 | 1,336.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0570 |00269 MOD OPEN-GRADED DRAINAGE COURSE | 5,092.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0580 |00301 CL2 ASPH SURF 0.38D PG64-22 | 3,126.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0590 |00358 ASPHALT CURING SEAL | 52.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0600 |02069 JPC PAVEMENT-10 IN | 39,744.000 SQYD| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 115 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 4 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0610 |02071 JPC PAVEMENT-11 IN | 5,947.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0620 |02073 JPC PAVEMENT-9 IN | 1,078.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0630 |02084 JPC PAVEMENT-8 IN | 61,716.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0640 |02230 EMBANKMENT IN PLACE | 4,000.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0650 |02542 CEMENT | 929.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0660 |02599 FABRIC-GEOTEXTILE TYPE IV | 23,786.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0670 |02676 MOBILIZATION FOR MILL & TEXT | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0680 |02677 ASPHALT PAVE MILLING & TEXTURING | 806.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0690 |02702 SAND FOR BLOTTER | 128.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0700 |08100 CONCRETE-CLASS A | 1,932.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0710 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | | | | | 253,501.00| 253,501.00 ---------------------------------------------------------------------------------------------------------- 0720 |22906ES403 CL3 ASPH SURF 0.38A PG64-22 | 2,204.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0004 ROADWAY
---------------------------------------------------------------------------------------------------------- 0730 |01015 INSPECT & CERTIFY EDGE DRAIN SYSTEM | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0740 |01876 STANDARD HEADER CURB MOD | 11,213.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0750 |01890 ISLAND HEADER CURB TYPE 1 | 3,129.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0760 |01897 ASPHALT WEDGE CURB | 2,907.400 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0770 |01982 DELINEATOR FOR GUARDRAIL-WHITE | 53.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0780 |01983 DELINEATOR FOR GUARDRAIL-YELLOW | 23.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0790 |01985 DELINEATOR FOR BARRIER-YELLOW | 68.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0800 |02001 CURB TO BARRIER WALL TRANS | 3.000 EACH| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 116 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 5 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 0810 |02003 RELOCATE TEMP CONC BARRIER | 940.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0820 |02014 BARRICADE-TYPE III | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0830 |02091 REMOVE PAVEMENT | 12,353.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0840 |02115 SAW-CLEAN-RESEAL TVERSE JOINT | 4,568.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0850 |02116 SAW-CLEAN-RESEAL LONGIT JOINT | 9,332.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0860 |02242 WATER | 3.000 MGAL| | | | | | ---------------------------------------------------------------------------------------------------------- 0870 |02484 CHANNEL LINING CLASS III | 471.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 0880 |02545 CLEARING AND GRUBBING | ( 1.00) LS | | | (14.6 ACRES) | | | ---------------------------------------------------------------------------------------------------------- 0890 |02562 SIGNS | 1,645.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- 0900 |02575 DITCHING AND SHOULDERING | 52,783.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0910 |02585 EDGE KEY | 272.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0920 |02596 FABRIC-GEOTEXTILE TYPE I | 2,678.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0930 |02600 FABRIC GEOTEXTILE TY IV FOR PIPE | 20.000 SQYD| | | | | 2.00| 40.00 ---------------------------------------------------------------------------------------------------------- 0940 |02650 MAINTAIN & CONTROL TRAFFIC | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0950 |02671 PORTABLE CHANGEABLE MESSAGE SIGN | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 0960 |02696 SHOULDER RUMBLE STRIPS-SAWED | 17,250.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 0970 |02723 SIDEWALK-6 IN CONCRETE | 9,351.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 0980 |02726 STAKING | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 0990 |02775 ARROW PANEL | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1000 |02898 RELOCATE CRASH CUSHION | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1010 |02900 INSTALL TEMP CRASH CUSHION | 4.000 EACH| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 117 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 6 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1020 |03171 CONCRETE BARRIER WALL TYPE 9T | 870.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1030 |03225 TUBULAR MARKERS | 700.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1040 |04953 TEMP RELOCATION OF SIGNAL HEAD | 28.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1050 |05950 EROSION CONTROL BLANKET | 10,653.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1060 |06417 FLEXIBLE DELINEATOR POST-W | 119.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1070 |06418 FLEXIBLE DELINEATOR POST-Y | 46.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1080 |06530 PAVE STRIPING REMOVAL-4 IN | 38,000.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1090 |06542 PAVE STRIPING-THERMO-6 IN W | 51,301.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1100 |06543 PAVE STRIPING-THERMO-6 IN Y | 40,525.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1110 |06546 PAVE STRIPING-THERMO-12 IN W | 2,019.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1120 |06549 PAVE STRIPING-TEMP REM TAPE-B | 7,000.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1130 |06550 PAVE STRIPING-TEMP REM TAPE-W | 62,900.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1140 |06551 PAVE STRIPING-TEMP REM TAPE-Y | 62,900.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1150 |06568 PAVE MARKING-THERMO STOP BAR-24IN | 399.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1160 |06569 PAVE MARKING-THERMO CROSS-HATCH | 2,000.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- 1170 |06574 PAVE MARKING-THERMO CURV ARROW | 33.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1180 |06575 PAVE MARKING-THERMO COMB ARROW | 4.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1190 |06585 PAVEMENT MARKER TY IVA-MW TEMP | 487.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1200 |06586 PAVEMENT MARKER TY IVA-MY TEMP | 2,031.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1210 |06588 PAVEMENT MARKER TY IVA-BY TEMP | 914.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1220 |06589 PAVEMENT MARKER TYPE V-MW | 420.000 EACH| | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 118 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 7 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1230 |06592 PAVEMENT MARKER TYPE V-B W/R | 84.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1240 |06593 PAVEMENT MARKER TYPE V-B Y/R | 256.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1250 |06600 REMOVE PAVEMENT MARKER TYPE V | 92.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1260 |08020 CRUSHED AGGREGATE SLOPE PROT | 1,847.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 1270 |20099ES842 PAVE MARK TEMP PAINT STOP BAR | 550.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1280 |20100ES842 PAVE MARK TEMP PAINT LINE ARROW | 44.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1290 |20394ES835 PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL| 3,181.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1300 |20509ED BLOW UP/RELIEF JOINT | 534.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1310 |21706EN CONCRETE MEDIAN BARRIER TY 12E | 441.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1320 |22665EN REMOVE NON-MOUNTABLE MEDIAN | 7,700.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1330 |23045ES508 CONCRETE MEDIAN BARRIER TY 14B(50) | 3,181.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1340 |23131ER701 PIPELINE VIDEO INSPECTION | 2,974.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1350 |23143ED KPDES PERMIT AND TEMP EROSION CONTROL | ( 1.00) LS | | | | | | ---------------------------------------------------------------------------------------------------------- 1360 |23274EN11F TURF REINFORCEMENT MAT 1 | 350.000 SQYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1370 |23791EC PAVE STRIPING-CHEVRON MARKINGS | 3,455.000 SQFT| | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0005 DRAINAGE
---------------------------------------------------------------------------------------------------------- 1380 |00078 CRUSHED AGGREGATE SIZE NO 2 | 112.000 TON | | | | | | ---------------------------------------------------------------------------------------------------------- 1390 |00441 ENTRANCE PIPE-18 IN | 60.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1400 |00461 CULVERT PIPE-15 IN | 16.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1410 |00464 CULVERT PIPE-24 IN | 15.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1420 |00522 STORM SEWER PIPE-18 IN | 33.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 119 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 8 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1430 |01000 PERFORATED PIPE-4 IN | 24,810.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1440 |01001 PERFORATED PIPE-6 IN | 4,653.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1450 |01002 PERFORATED PIPE-8 IN | 279.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1460 |01010 NON-PERFORATED PIPE-4 IN | 1,576.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1470 |01011 NON-PERFORATED PIPE-6 IN | 115.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1480 |01012 NON-PERFORATED PIPE-8 IN | 112.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1490 |01020 PERF PIPE HEADWALL TY 1-4 IN | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1500 |01028 PERF PIPE HEADWALL TY 3-4 IN | 31.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1510 |01032 PERF PIPE HEADWALL TY 4-4 IN | 71.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1520 |01033 PERF PIPE HEADWALL TY 4-6 IN | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1530 |01034 PERF PIPE HEADWALL TY 4-8 IN | 5.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1540 |01450 S & F BOX INLET-OUTLET-18 IN | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1550 |01451 S & F BOX INLET-OUTLET-24 IN | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1560 |01456 CURB BOX INLET TYPE A | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1570 |01690 FLUME INLET TYPE 1 | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1580 |01691 FLUME INLET TYPE 2 | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1590 |01709 ADJUST CATCH BASIN | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1600 |01741 CORED HOLE DRAINAGE BOX CON-6 IN | 7.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1610 |21337NS710 CONC MED BARRIER BOX INLET-MOD | 4.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0006 SIGNALIZATION
---------------------------------------------------------------------------------------------------------- 1620 |04793 CONDUIT-1 1/4 IN | 880.000 LF | | | | | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 120 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 9 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1630 |04795 CONDUIT-2 IN | 1,350.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1640 |04811 JUNCTION BOX TYPE B | 17.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1650 |04820 TRENCHING AND BACKFILLING | 2,130.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1660 |04844 CABLE-NO. 14/5C | 2,595.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1670 |04845 CABLE-NO. 14/7C | 825.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1680 |04850 CABLE-NO. 14/1 PAIR | 12,850.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1690 |04885 MESSENGER-10800 LB | 1,420.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1700 |04931 INSTALL CONTROLLER TYPE 170 | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1710 |04932 INSTALL STEEL STRAIN POLE | 8.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1720 |04950 REMOVE SIGNAL EQUIPMENT | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1730 |06472 INSTALL SPAN MOUNTED SIGN | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1740 |20094ES835 TEMP RELOCATION OF SIGNAL HEAD | 8.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1750 |20188NS835 INSTALL LED SIGNAL-3 SECTION | 18.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1760 |20189NS835 INSTALL LED SIGNAL-5 SECTION | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1770 |20266ES835 INSTALL LED SIGNAL- 4 SECTION | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1780 |21543EN BORE AND JACK CONDUIT | 100.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1790 |23157EN TRAFFIC SIGNAL POLE BASE | 45.000 CUYD| | | | | | ---------------------------------------------------------------------------------------------------------- 1800 |04894 PREFORMED LOOP/LEAD-IN | 1,460.000 LF | | AB1 | (BID ONLY WITH PAVING ALTERNATE 2|OR 3) | | ---------------------------------------------------------------------------------------------------------- 1810 |20452ES835 PREFORMED LOOPS | 384.000 LF | | AB1 | (BID ONLY WITH PAVING ALTERNATE 2|OR 3) | | ---------------------------------------------------------------------------------------------------------- 1820 |20453NS835 PREFORMED QUADRAPOLE LOOPS | 1,224.000 LF | | AB1 | (BID ONLY WITH PAVING ALTERNATE 2|OR 3) | | ---------------------------------------------------------------------------------------------------------- 1830 |04830 LOOP WIRE | 7,020.000 LF | | AB2 | (BID ONLY WITH PAVING ALTERNATE 1| | | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 121 of 122
KENTUCKY TRANSPORTATION CABINET DEPARTMENT OF HIGHWAYS FRANKFORT, KY 40622
CONTRACT ID: 101342 PAGE: 10 COUNTY: HARDIN LETTING: 11/19/10 PROPOSAL: STP 0311 (025) CALL NO: 104
---------------------------------------------------------------------------------------------------------- LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNT NO | | QUANTITY | PRICE | ---------------------------------------------------------------------------------------------------------- 1840 |04895 LOOP SAW SLOT AND FILL | 2,285.000 LF | | AB2 | (BID ONLY WITH PAVING ALTERNATE 1| | | ---------------------------------------------------------------------------------------------------------- SECTION 0007 GUARDRAIL
---------------------------------------------------------------------------------------------------------- 1850 |02359 GUARDRAIL CONNECTOR TO CONC MED BARR | 2.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1860 |02363 GUARDRAIL CONNECTOR TO BRIDGE END TY A | 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1870 |02367 GUARDRAIL END TREATMENT TYPE 1 | 8.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1880 |02369 GUARDRAIL END TREATMENT TYPE 2A | 8.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1890 |02381 REMOVE GUARDRAIL | 10,772.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- 1900 |02387 GUARDRAIL CONNECTOR TO BRIDGE END TY A-1| 3.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1910 |08900 CRASH CUSHION TY VI CLASS B TL2 | 1.000 EACH| | | | | | ---------------------------------------------------------------------------------------------------------- 1920 |21802EN G/R STEEL W BEAM-S FACE (7 FT POST) | 5,525.000 LF | | | | | | ---------------------------------------------------------------------------------------------------------- SECTION 0008 DEMOBILIZATION / MOBILIZATION
---------------------------------------------------------------------------------------------------------- 1930 |02568 MOBILIZATION (NO MORE THAN 5%) | LUMP | | | | | | ---------------------------------------------------------------------------------------------------------- 1940 |02569 DEMOBILIZATION (AT LEAST 1.5%) | LUMP | | | | | | ---------------------------------------------------------------------------------------------------------- | | | TOTAL BID | ----------------------------------------------------------------------------------------------------------
HARDIN COUNTYSTP 0311 (025)
Revised: 11-5-10Contract ID: 101342
Page 122 of 122
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