Wisconsin Department of Transportation...2021/01/12 · 38 Revised rim elevations on structures...
Transcript of Wisconsin Department of Transportation...2021/01/12 · 38 Revised rim elevations on structures...
Wisconsin Department of Transportation
Version 02-2017 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4822 Madison Yards Way, 4th Floor South Madison, WI 53705 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
January 7, 2021
NOTICE TO ALL CONTRACTORS: Proposal #23: 4516-08-71, WISC 2021 090
V Bellevue, Manitowoc Road Allouez Ave. – Kewaunee Rd Local Street Brown County
Letting of January 12, 2021 This is Addendum No. 01, which provides for the following: Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
204.0110 Removing Asphaltic Surface SY 35,736 -3,032 32,704 505.0600 Bar Steel Reinforcement HS Coated Structures LB 4,930 50 4,980
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
2 Added general note directing contractors to standard driveway details 4 Added note to identify use of 4 inches of BAD 1-1/4 Inch under sidewalks 5 Added note to clarify how 6” downspout and pipe connections are paid for 6 Added notes to direct how to make connections to existing pipe and how its paid for 35 Revised invert elevations for structure Ex 245 38 Revised rim elevations on structures 289A, 291A, 292A, 160A 39 Revised rim elevations on structure 165A 40 Revised invert elevation for structure 348A
41 Revised invert elevations for structures 352, 352A. Revised rim elevations on structure 361B
42 Revised invert elevations for structure 373A 55 Revised Removing Asphaltic Surface table 64 Revised multiple elevations in storm structures table 65 Revised elevation in storm structures table
153 Revised coated bar steel quantity 157 Revised wingwall #3 to show reinforcing steel detail for 18” RCP pipe through wall
Schedule of Items Attached, dated January 7, 2021, are the revised Schedule of Items Pages 1 and 2. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 2, 4, 5, 6, 35, 38, 39, 40, 41, 42, 55, 64, 65, 153, and 157
The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.
Sincerely,
Mike Coleman Proposal Development Specialist Proposal Management Section
END OF ADDENDUM
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STA.
127
+37.
50 R
T^^
1% T
ERRA
CE S
LOPE
AT
STA.
129
+00.
00 L
T.#
3% C
ROSS
SLO
PE F
ROM
STA
. 174
+00.
00RT
TO
175+
00.0
0RT
WIT
H T
APER
S FR
OM
STA
.17
3+50
.00
RT T
O S
TA. 1
74+0
0.00
RT,
AN
D ST
A.17
5+00
.00
RT T
O S
TA. 1
75+5
0.00
RT.
##2%
TER
RACE
SLO
PE F
ROM
STA
. 174
+10.
5 RT
TO
STA.
174
+60.
5 RT
WIT
H V
ARIA
BLE
MAT
CHSL
OPE
. 1%
TER
RACE
AN
D SI
DEW
ALK
SLO
PE A
TST
A. 1
74+3
1.81
RT.
6:1
6:1
6:1^ 6:
1
7.0'
5' -
6'
R/W
VAR
IES
STA.
101
+98.
27 T
O 1
02+8
5.44
RT
4%1.
5%
TOPS
OIL
, SEE
D, F
ERTI
LIZE
AN
D ER
OSI
ON
MAT
CON
CRET
E SI
DEW
ALK
4-IN
CH
4" B
ASE
AGG
REG
ATE
DEN
SE 1
1/4
-INCH
CON
CRET
E CU
RB &
GU
TTER
TYP
E D,
24-
INCH
TOPS
OIL
, SEE
D,FE
RTIL
IZE
AND
MU
LCH
CON
CRET
E CU
RB &
GU
TTER
, 24-
INCH
CON
CRET
E SI
DEW
ALK
4-IN
CH
VAR
IES
6.0'
4" B
ASE
AGG
REG
ATE
DEN
SE 1
1/4
-INCH
TOPS
OIL
, SEE
D, F
ERTI
LIZE
AND
MU
LCH
R/W
STA.
158
+75.
64 T
O S
TA. 1
59+3
2.09
RT
1.5%
CON
CRET
E CU
RB &
GU
TTER
, 24-
INCH
CON
CRET
E SI
DEW
ALK
4-IN
CH
5.0'
1' -
7'
4" B
ASE
AGG
REG
ATE
DEN
SE 1
1/4
-INCH
TOPS
OIL
, SEE
D, F
ERTI
LIZE
AN
D ER
OSI
ON
MAT
TOPS
OIL
, SEE
D, F
ERTI
LIZE
AND
MU
LCH
R/W
4%##
VAR
IES
STA.
157
+55.
47 T
O S
TA. 1
58+7
5.64
RT
STA.
159
+32.
09 T
O 1
59+9
2.98
RT
1.5%
##
WIS
DOT/
CADD
S SH
EET
42EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2030
1-TS
.DW
GFI
LE N
AME
:1/
5/20
21 1
1:34
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:PL
OT
NAM
E :
2
SHEE
T PL
OT
SCAL
E :
1 IN
:10
FT_1
4516
-08-
71LO
CAL
STRE
ETBR
OW
NTY
PICA
L SE
CTIO
NS
- PRO
POSE
D
LAYO
UT
NAM
E - 0
2
WIS
DOT/
CADD
S SH
EET
42EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2100
1-CD
.DW
GFI
LE N
AME
:1/
5/20
21 1
1:54
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:PL
OT
NAM
E :
2
SHEE
T PL
OT
SCAL
E :
1 IN
:10
FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
NPL
AN:
CON
STRU
CTIO
N D
ETAI
LS
LAYO
UT
NAM
E - 0
1
WIS
DOT/
CADD
S SH
EET
42EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2100
1-CD
.DW
GFI
LE N
AME
:1/
5/20
21 1
0:23
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:PL
OT
NAM
E :
2
SHEE
T PL
OT
SCAL
E :
1 IN
:10
FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
NPL
AN:
CON
STRU
CTIO
N D
ETAI
LS
LAYO
UT
NAM
E - 0
2
OH
OHO
H
OH
OH
OH
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
W
GG
GG
GG
GG
GG
GG
G
SS
SAN
SS
WW
WW
WW
WW
WW
WW
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSSS
SSSS
SSSS
SSSS
SS
SSSS
SSSS
SS
SAN
SAN
SS
TV TVTV
TVV
TV
TT
T
TT
TT
T
T
TT
TT
2"IP
SS
SS
121+
0012
2+00
123+
0012
4+00
125+
0012
6+00
127+
00
PC: 122+08.02
PT: 126+07.89
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
MAN
ITO
WO
C RD
CAMILLA LN
PRIMROSE LN
SSSS
SSSS
SSSS
SSSS
SSSS
SS
723
725
730
735
740
723
725
730
735
740
SSPV
C 6-
INCH
7'@
1.0
0%
242A 73
3.28
244A
SSPR
C CL
ASS
II 48
-INCH
SSPR
C CL
ASS
II 48
-INCH
247B
255A
EX 2
55
734.
30
734.
95
736.
51
735.
74
SSPV
C 8-
INCH
37'
@3.
97%
729.
30
727.
8373
0.13
730.
31
247
728.
43
SSPV
C 8-
INCH
18'
@ 1
.00%
732.
2273
2.04
10" W
M24
272
8.79 72
8.87
SSPV
C 8-
INCH
33'
@ -1
.00%
SSPV
C 8-
INCH
8'@
33.
13%
731.
12
247A
730.
79
245C
SSPR
C CL
ASS
III 1
2-IN
CH 3
5'@
0.5
0%
245B
SSPR
C CL
ASS
III 1
2-IN
CH 2
9'@
0.5
0%
SSPV
C 8-
INCH
18'
@ 1
.00%
245A
EX 2
45
729.
7173
0.03
729.
86
733.
4773
3.43
733.
4773
3.86
WIS
DOT/
CADD
S SH
EET
41EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2250
1-SS
_REV
1.DW
GFI
LE N
AME
:1/
5/20
21 1
0:05
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:
2
SHEE
T ST
ORM
SEW
ERPL
OT
NAM
E :
PLO
T SC
ALE
:1
IN:4
0 FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
N
LAYO
UT
NAM
E - 2
5-SS
REM
OVE
STO
RM
PIPE
AN
DC
ATC
H B
ASIN
REM
OVE
CAT
CH
BAS
INAN
D P
IPE
EX. 1
74' -
30"
RC
PST
UBB
ED &
PLU
GG
ED
WV
OH
GG
GG
GG
GG
GG
GG
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SS
WW
W
W
WW
WW
WW
WW
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN ANSA
NSA
NSA
N
SSSS
SSSS
SSSS
SSSS
SS
SSSS
TVTV
TVTV
T
TT
TT
TT
TT
TTV
TVTV
TV
E
EE
EE
E
E
EE T
T
TTV
2"IP
2"IP
SS
SS
SS
SSSS
SS
142+
0014
3+00
144+
0014
5+00
146+
0014
7+00
148+
00
PC: 145+48.94
XXXXXXXX
XXXXXXXX
XXXX
MAN
ITO
WO
C RD
CONESTA DR
SSSS
SSSS
SSSS
SS
735
740
745
750
735
740
745
750
291A
292A
160A
289
741.
1474
1.34
SSPV
C 15
-INCH
745.
77
745.
34
741.
0974
1.65
SSPV
C 12
-INCH
SSPV
C 12
-INCH
SSPV
C 8-
INCH
11'
@2.
71%
291
741.
40
741.
69
SSPV
C 8-
INCH
11'
@2.
43%
292
741.
77
742.
03
EX M
H 1
60
746.
88
SSPV
C 8-
INCH
13'
@1.
00%
743.
03
743.
16
SSPC
6-IN
CH 1
7'@
-0.5
2%
290B
741.
74
EX 2
90
SSPV
C 12
-INCH
56'
@1.
00%
290A
289A
SSPV
C 8-
INCH
11'
@ -1
.90%
746.
3474
6.69
747.
0574
7.09
WIS
DOT/
CADD
S SH
EET
41EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2250
1-SS
_REV
1.DW
GFI
LE N
AME
:1/
5/20
21 1
0:07
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:
2
SHEE
T ST
ORM
SEW
ERPL
OT
NAM
E :
PLO
T SC
ALE
:1
IN:4
0 FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
N
LAYO
UT
NAM
E - 2
8-SS
REM
OVE
STO
RM
PIPE
REM
OVE
CAT
CH
BAS
IN
REC
ON
NEC
T 6"
LAT
ERAL
TO C
ATC
H B
ASIN
290
A
OH
OH
OH
OH
OH
GG
GG
GG
GG
GG
GG
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
WW
WW
WW
W
W
W
WW
WW
WW
WW
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
N
SAN
SAN
N
SAN
SAN
SSSS
SSSS
SSSS
SS
SS
SS
TVTV
TV
TT
TT
TT
TT
T
T
EE
TVTV
TVTV
TVTV
T
T
E
ET
T
T
TT
T
T
G
G
G
G
G
2"IP
SS
SS
148+
0014
9+00
150+
0015
1+00
152+
0015
3+00
154+
00
PT: 149+42.00
23+00
24+00
25+0 PT: 2
3+53
.16
PC: 2
4+22
.58
PT: 2
4+69
.93
EP: 2
5+2
23+00
24+00
25+0
MAN
ITO
WO
C RD
ONTARIO RD
ONTARIO RD
735
740
745
750
735
740
745
750
SSPV
C 6-
INCH
11'
@ 0
.46%
165A
SSPV
C 12
-INCH
24'
@ 0
.58%
EX M
H 1
65
743.
83
743.
69
165B
743.
88748.
28
WIS
DOT/
CADD
S SH
EET
41EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2250
1-SS
_REV
1.DW
GFI
LE N
AME
:1/
5/20
21 1
0:09
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:
2
SHEE
T ST
ORM
SEW
ERPL
OT
NAM
E :
PLO
T SC
ALE
:1
IN:4
0 FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
N
LAYO
UT
NAM
E - 2
9-SS
REM
OVE
CAT
CH
BAS
IN
REM
OVE
EXI
STIN
G 1
2"C
ATC
H B
ASIN
LEA
D
REM
OVE
EXIS
TIN
G 6
"PI
PE
POST
OH
OH
G
GG
GG
GG
GG
GG
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SS
SS
SS
SS
W
WW
WW
WW
WW
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSSS
SSSS
SSSS
SSSS
RB
T
TT
TT
TT
TT
T
TT
T
T
158+
00
159+
0016
0+00
161+
0016
2+00
163+
0016
4+00
PC: 158+14.01
PT: 162+02.78
MAN
ITO
WO
C RD
SSSS
SSSS
SS
MAN
ITO
WO
C RD
735
740
745
735
740
745
10'x
14' B
OX
CULV
ERT
348B
746.
73
SSPR
C 18
-INCH
742.
85
736.
96
SSPV
C 8-
INCH
24'
@1.
00%
10" W
M
SSPV
C 8-
INCH
14'
@40
.4%
SSP
CLAS
S III
-A 1
8-IN
CH 1
2'@
4.3
3%
731.
94
731.
42
348A
742.
61
WIS
DOT/
CADD
S SH
EET
41EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2250
1-SS
_REV
1.DW
GFI
LE N
AME
:1/
5/20
21 1
0:10
AM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:
2
SHEE
T ST
ORM
SEW
ERPL
OT
NAM
E :
PLO
T SC
ALE
:1
IN:4
0 FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
N
LAYO
UT
NAM
E - 3
0-SS
REM
OVE
10'
OF
EXIS
TIN
G18
" STO
RM
SEW
ER
WV
OH
GG
GG
GG
GG
GG
GG
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SS
WW
WW
WW
WW
WW
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SS
SANSAN
SS
TVTV
TV
TV
TT
TT
TT
TT
TT
TT
T
T
TT
T
T
TT
TE
EE
2"IP
SS
SS
SS
166+
0016
7+00
168+
0016
9+00
170+
0017
1+00
172+
00
MAN
ITO
WO
C RD
SSSS
SS
SS
SSSS
SSSS
SSSS
SS
740
745
750
755
740
745
750
755
363A
751.
50
352A
362A
748.
59
SSPR
C 18
-INCH
744.
59
352
743.
24
SSPV
C 8-
INCH
11'
@ -4
.50%
SSPV
C 8-
INCH
4'@
1.0
0%
SSPV
C 8-
INCH
96'
@ 1
.00%
SSPV
C 8-
INCH
96'
@ 1
.00%
SSPV
C 8-
INCH
96'
@ 1
.00%
361
745.
62
361A
746.
58
SSPV
C 8-
INCH
62'
@ 2
.19%
SSPV
C 8-
INCH
10'
@ 1
.00%
361B
746.
68
363
747.
22 747.
2636
274
6.34
746.
83
SSPR
C 18
-INCH
EX. 8
" PVC
STM
LAT
ERAL
750.
82
750.
58
WIS
DOT/
CADD
S SH
EET
41EH
WY:
COU
NTY
:I:\
CLIE
NTS
-GRB
AY\B
\B49
14 B
ELLE
VUE
VILL
AGE
OF\
110
4516
-08-
00 M
ANIT
OW
OC
RD, A
LLO
UEZ
AVE
TO
KEW
AUN
EE R
D\45
1608
00\S
HEE
TSPL
AN\0
2250
1-SS
_REV
1.DW
GFI
LE N
AME
:1/
5/20
21 1
2:22
PM
PLO
T DA
TE :
PLO
T BY
:M
IKE
LAPE
AN
2
PRO
JECT
NO
:
2
SHEE
T ST
ORM
SEW
ERPL
OT
NAM
E :
PLO
T SC
ALE
:1
IN:4
0 FT
4516
-08-
71LO
CAL
STRE
ETBR
OW
N
LAYO
UT
NAM
E - 3
1-SS
CO
NN
ECT
TO E
XIST
ING
8" S
TOR
M L
ATER
ALC
ON
NEC
T TO
EXI
STIN
G8"
STO
RM
LAT
ERAL
WV
BORE
POST
POST
POST
G
G WW
OH
OHOH
T
GG
GG
GG
GG
GG
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
T
TT
TT
T
T
WW
WW
WW
WW
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SSSS
SSSS
SSSS
SSSS
SS
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2"IP
SS
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172+
0017
3+00
174+
0017
5+00
176+
0017
7+00
EP: 177+85.74
XXXX XXXX XXXX XXXX XXXX XXXX XXXX XXXX XXXX XXXX
MAN
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WO
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KEWAUNEE RD
740
745
750
755
740
745
750
755
373A
753.
80
SSPC
6-IN
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45°
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757.
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70
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21'
@ 1
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370A
748.
00748.
21751.
9075
1.40
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749.
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PRO
JECT
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QU
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01/0
7/21
01/0
7/21
Wisconsin Department of Transportation 01/07/2021 05:56:57
Proposal ID: 20210112023 Project(s): 4516-08-71Federal ID(s): WISC 2021090
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0002 201.0105Clearing STA
2.000_________._____ _________._____
0004 201.0120Clearing ID
415.000_________._____ _________._____
0006 201.0205Grubbing STA
2.000_________._____ _________._____
0008 201.0220Grubbing ID
418.000_________._____ _________._____
0010 203.0100Removing Small Pipe Culverts EACH
1.000_________._____ _________._____
0012 203.0600.SRemoving Old Structure Over WaterwayWith Minimal Debris (station) 01. 159+03
LUMP SUM _________._____LS
0014 204.0100Removing Concrete Pavement SY
5,271.000_________._____ _________._____
0016 204.0110Removing Asphaltic Surface SY
32,704.000_________._____ _________._____
0018 204.0130Removing Curb LF
338.000_________._____ _________._____
0020 204.0150Removing Curb & Gutter LF
15,614.000_________._____ _________._____
0022 204.0155Removing Concrete Sidewalk SY
51.000_________._____ _________._____
0024 204.0165Removing Guardrail LF
282.000_________._____ _________._____
0026 204.0170Removing Fence LF
89.000_________._____ _________._____
0028 204.0215Removing Catch Basins EACH
4.000_________._____ _________._____
0030 204.0245Removing Storm Sewer (size) 01. 12-Inch or Less
LF130.000
_________._____ _________._____
0032 205.0100Excavation Common CY
5,128.000_________._____ _________._____
Proposal Schedule of Items Page 1 of 8
Wisconsin Department of Transportation 01/07/2021 05:56:57
Proposal ID: 20210112023 Project(s): 4516-08-71Federal ID(s): WISC 2021090
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0034 206.2000Excavation for Structures Culverts(structure) 01. C-5-155
LUMP SUM _________._____LS
0036 210.2500Backfill Structure Type B TON
695.000_________._____ _________._____
0038 213.0100Finishing Roadway (project) 01. 4516-08-71
EACH1.000
_________._____ _________._____
0040 305.0120Base Aggregate Dense 1 1/4-Inch TON
6,883.000_________._____ _________._____
0042 311.0115Breaker Run CY
50.000_________._____ _________._____
0044 416.0160Concrete Driveway 6-Inch SY
5,406.000_________._____ _________._____
0046 455.0605Tack Coat GAL
2,440.000_________._____ _________._____
1.000000048 460.2000
Incentive Density HMA Pavement DOL5,070.000
5,070.00
0050 460.5223HMA Pavement 3 LT 58-28 S TON
4,509.000_________._____ _________._____
0052 460.5224HMA Pavement 4 LT 58-28 S TON
3,507.000_________._____ _________._____
0054 465.0120Asphaltic Surface Driveways and FieldEntrances
TON88.000
_________._____ _________._____
0056 502.4205Adhesive Anchors No. 5 Bar EACH
209.000_________._____ _________._____
0058 504.0100Concrete Masonry Culverts CY
81.000_________._____ _________._____
0060 505.0400Bar Steel Reinforcement HS Structures LB
5,270.000_________._____ _________._____
0062 505.0600Bar Steel Reinforcement HS CoatedStructures
LB4,980.000
_________._____ _________._____
0064 516.0500Rubberized Membrane Waterproofing SY
32.000_________._____ _________._____
Proposal Schedule of Items Page 2 of 8