Wisconsin Department of Transportation · 2020. 3. 10. · 775A Sign Plate A3-2.5 775B Sign Plate...
Transcript of Wisconsin Department of Transportation · 2020. 3. 10. · 775A Sign Plate A3-2.5 775B Sign Plate...
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
March 5, 2020
NOTICE TO ALL CONTRACTORS: Proposal #18: 1440-15-72
Fond Du Lac – Plymouth Seven Hills Road – East County Line STH 23 Fond Du Lac
1440-15-73, WISC 2020 109 Fond Du Lac – Plymouth Seven Hills Road – East County Line STH 23 Fond Du Lac
Letting of March 10, 2020 This is Addendum No. 02, which provides for the following: Special Provisions:
Revised Special Provisions Article
No. Description
29 QMP Subgrade Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
614.0305 Steel Plate Beam Guard Class A LF 780 -184 596 SPV.0060.02 Temporary Stone Ditch Checks EACH 120 -115 15
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
210.1500 Backfill Structure Type A TON 0 1,512 1,512 614.0230 Steel Thrie Beam LF 0 184 184
Deleted Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
210.1100 Backfill Structure Type A CY 1,512 -1,512 0
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
168 Erosion Control – Temporary - Added Temporary Stone Ditch Check symbol to legend
169 Erosion Control – Temporary - Added Temporary Stone Ditch Check symbol to legend and added Temporary Stone Ditch Check symbols to temporary erosion control layout
170 Erosion Control – Temporary – Added Temporary Stone Ditch Check symbol to legend
171 Erosion Control – Temporary – Added Temporary Stone Ditch Check symbol to legend and added Temporary Stone Ditch Check symbols to temporary erosion control layout
172 Erosion Control – Temporary – Added Temporary Stone Ditch Check symbol to legend
173 Erosion Control – Temporary – Added Temporary Stone Ditch Check symbol to legend and added Temporary Stone Ditch Check symbols to temporary erosion control layout
174 Erosion Control – Temporary – Replaced incorrect sheet in plan with correct Erosion Control – Temporary sheet
459 Miscellaneous Quantities – Revised quantities at the bullnose terminal 463 Miscellaneous Quantities – Revised quantities for Temporary Stone Ditch Checks 464 Miscellaneous Quantities – Revised quantities for Temporary Stone Ditch Checks 479 Miscellaneous Quantities – Revised note on sheet 865 Structure B-20-218 – Revised unit for item Backfill Structure Type A
Added Plan Sheets Plan
Sheet Plan Sheet Title (brief description of why sheet was added)
773A & 774A
Sign Plate A3-1.20
775A Sign Plate A3-2.5 775B Sign Plate A3-3.5 776A Sign Plate A4-1.12
Deleted Plan Sheets Plan
Sheet Plan Sheet Title (brief description of why sheet was deleted)
773 Sign Plate A3-1.18 Page 1 774 Sign Plate A3-1.18 Page 2 776 Sign Plate A4-1.10
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
ADDENDUM NO. 02
1440-15-72
March 5, 2020
Special Provisions 29. QMP Subgrade.
Replace paragraph one under section titled A Description with the following: (1) This special provision describes requirements for subgrade materials within the roadway
foundation as defined in standard spec 101.3. These requirements apply to all roadway foundations constructed under this contract including STH 23, ramps, county roads, and local roads. Conform to standard spec 207 as modified in this special provision for all work within roadway foundations at the locations the plans show.
Schedule of Items Attached, dated March 5, 2020, are the revised Schedule of Items Pages 1 - 21. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 168, 169, 170, 171, 172, 173, 174, 459, 463, 464, 479, 865. Added: 773A, 774A, 775A, 775B, and 776A
END OF ADDENDUM
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416.1110
465.0400
STATION
TO
STATION
LOCATION
LF
LF
384'WB'+00
-413'WB'+71
STH 23 WB
1,782
2,409
384'EB'+00
-397'EB'+16
STH 23 EB
---
2,643
400'EB'+20
-408'EB'+70
STH 23 EB
852
967
416'EB'+07
-429'EB'+92
STH 23 EB
1,306
787
420'WB'+64
-466'WB'+86
STH 23 WB
4,000
3,947
429'EB'+92
-461'EB'+70
STH 23 EB
34
4,335
469'EB'+26
-488'EB'+45
STH 23 EB
1,552
1,694
473'WB'+12
-493'WB'+08
STH 23 WB
1,404
1,228
496'EB'+02
-535'EB'+06
STH 23 EB
3,651
2,671
499'WB'+76
-533'WB'+51
STH 23 WB
3,029
3,285
535'EB'+06
-574'EB'+34
STH 23 EB
3,921
3,509
540'WB'+82
-578'WB'+77
STH 23 WB
934
6,266
581'EB'+11
-633'EB'+23
STH 23 EB
5,094
3,850
585'WB'+39
-632'WB'+06
STH 23 WB
2,577
5,118
633'EB'+23
-656'EB'+69
STH 23 EB
2,347
2,064
638'WB'+54
-661'WB'+36
STH 23 WB
358
3,982
663'EB'+12
-745'EB'+60
STH 23 EB
7,321
8,235
663'WB'+74
-745'WB'+60
STH 23 WB
1,405
13,810
PROJECT TOTAL
41,567
70,800
RUMBLE STRIP SUMMARY
CONCRETE
SHOULDER
RUMBLE
STRIPS
ASPHALTIC
SHOULDER
RUMBLE
STRIPS
1440-15-73
1440
-15-
72/7
3S
TH
23
FO
ND
DU
LA
C
SPV.0060.01
STATION
LOCATION
EACH
449'WB'+93
B-20-205
2
455'OPT'+00
B-20-215
2
49'G'+13
B-20-218
2
51'G'+16
B-20-218
2 8
1440-15-72
TEMPORARY SLOPE DRAIN SUMMARY
TEMPORARY
SLOPE DRAIN
PROJECT TOTAL
*521.2005.S
STATION
TO
STATION
LF
REMARKS
386'WB'+24, 25' RT
-390'WB'+06, 39' RT
380
CROSSOVER A
473'WB'+85, 24' RT
-476'WB'+00, 0' RT
216
CROSSOVER B
684'WB'+07, 0' RT
-686'WB'+45, 16' RT
239
CROSSOVER C
PROJECT TOTAL
835
* 6" special grate depth required
SURFACE DRAIN SUMMARY
SURFACE DRAIN
PIPE CORRUGATED
METAL SLOTTED
18-INCH
1440-15-72
614.0200
614.0220
614.0230
614.0305
614.0370
614.2300
614.2620
SPV.0090.03
STATION
TO
STATION
LOCATION
LF
EACH
LF
LF
EACH
LF
EACH
EACH
LF
REMARKS
447'EB'+80
-450'EB'+05
STH 23 EB RT
---
---
---
175
1---
---
1---
448'EB'+39
-453'EB'+36
STH 23 MEDIAN
46
1184
212
1---
---
1484
448'WB'+52
-452'WB'+92
STH 23 WB LT
46
---
---
209
2---
---
2---
LOG TAVERN RD
---
---
---
---
---
25
2---
---
CUL-DE-SAC
BANNER RD
---
---
---
---
---
25
2---
---
CUL-DE-SAC
HICKORY RD
---
---
---
---
---
25
2---
---
CUL-DE-SAC
DIVISION RD
---
---
---
---
---
25
2---
---
CUL-DE-SAC
PROJECT TOTAL
92
1184
596
4100
84
484
* INCIDENTAL TO BID ITEM 614.0370
BEAM GUARD SUMMARY
1440-15-73
11'DIV'+28
35'LT'+00
1'BN'+95
0'HK'+80
STEEL
THRIE BEAM
STRUCTURE
APPROACH
STEEL
PLATE BEAM
GUARD
CLASS A
STEEL PLATE
BEAM GUARD
ENERGY
ABSORBING
TERMINAL
* MARKER
POST
FLEXIBLE
FOR GUARD
RAIL
TERMINAL
RELAPPING STEEL
PLATE BEAM
GUARD
MGS
GUARDRAIL
3
MGS
GUARDRAIL
TERMINAL
TYPE 2
STEEL
THRIE BEAM
BULLNOSE
TERMINAL
STEEL
THRIE BEAM
ALL
ITE
MS
ON
TH
IS S
HE
ET
AR
E C
ATE
GO
RY
001
0
459
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-15-
72/7
3S
TH
23
FO
ND
DU
LA
C
ALL
ITE
MS
ON
TH
IS S
HE
ET
AR
E C
ATE
GO
RY
001
0
*628.1504
*628.1520
*628.7005
*628.7020
*628.7555
*628.7504
SPV.0060.02
STATION
TO
STATION
LOCATION
LF
LF
EACH
EACH
EACH
LF
EACH
384'EB'+00
-745'EB'+60
STH 23
---
---
44
18
596
3,840
---
380'WB'+00
-384'WB'+00
WB
395
198
---
---
---
---
---
382'EB'+18
-388'EB'+02
RT
536
268
---
---
---
---
---
391'EB'+19
-396'EB'+86
RT
590
295
---
---
---
---
---
397'EB'+12
-398'EB'+64
RT
179
90
---
---
---
---
---
397'EB'+50
-400'EB'+35
LT
312
156
---
---
---
---
---
400'EB'+62
-401'EB'+56
LT
120
60
---
---
---
---
---
401'EB'+73
-407'EB'+42
LT
584
292
---
---
---
---
---
407'EB'+57
-414'EB'+62
LT
815
408
---
---
---
---
---
415'EB'+96
-425'EB'+67
LT
1,012
506
---
---
---
---
---
425'EB'+84
-428'EB'+16
LT
259
130
---
---
---
---
---
428'EB'+69
-433'EB'+69
LT
536
268
---
---
---
---
---
433'EB'+90
-438'EB'+70
LT
506
253
---
---
---
---
---
444'EB'+72
-447'EB'+69
LT
324
162
---
---
---
---
---
447'EB'+73
-450'EB'+65
RT
316
158
---
---
---
---
---
447'EB'+91
-452'EB'+86
LT
524
262
---
---
---
---
---
451'EB'+31
-453'EB'+88
RT
287
144
---
---
---
---
---
453'EB'+15
-461'EB'+88
LT
901
451
---
---
---
---
---
462'EB'+04
-467'EB'+26
LT
555
278
---
---
---
---
---
467'WB'+50
-483'WB'+00
LT
---
---
---
---
---
---
3
468'EB'+48
-475'EB'+15
LT
846
423
---
---
---
---
---
475'WB'+00
-480'WB'+00
LT
520
260
---
---
---
---
---
490'EB'+76
-492'EB'+59
RT
210
105
---
---
---
---
---
492'EB'+79
-494'EB'+45
RT
204
102
---
---
---
---
---
495'EB'+00
-498'EB'+00
RT
314
157
---
---
---
---
---
504'WB'+00
-541'WB'+00
LT
3,602
1,801
---
---
---
---
---
517'EB'+80
-521'EB'+43
RT
388
194
---
---
---
---
---
566'EB'+21
-570'EB'+68
RT
933
467
---
---
---
---
---
576'WB'+00
-588'WB'+00
LT
1,130
565
---
---
---
---
---
585'EB'+00
-601'EB'+00
RT
---
---
---
---
---
---
3
SUBTOTAL
16,898
8,449
44
18
596
3,840
6
SILT FENCE
SILT FENCE
MAINTENANCE
INLET
PROTECTION
TYPE A
EROSION CONTROL SUMMARY
1440-15-72
INLET
PROTECTION
TYPE D
TEMPORARY
STONE DITCH
CHECKS
CULVERT
PIPE
CHECKS
TEMPORARY
DITCH CHECKS
463
PR
OJE
CT
NO
: H
WY
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1440
-15-
72/7
3S
TH
23
FO
ND
DU
LA
C
ALL
ITE
MS
ON
TH
IS S
HE
ET
AR
E C
ATE
GO
RY
001
0
*628.1905
*628.1910
STATION
TO
STATION
EACH
EACH
384'EB'+00
-745'EB'+60
15
8
15
8
*ADDITIONAL QUANTITIES SHOWN ELSEWHERE
1440-15-72 TOTAL
EROSION CONTROL MOBILIZATION - GRADING
1440-15-72
MOBILIZATIONS
EROSION CONTROL
MOBILIZATIONS
EMERGENCY
EROSION CONTROL
*628.1905
*628.1910
STATION
TO
STATION
EACH
EACH
384'EB'+00
-745'EB'+60
13
6
13
6
*ADDITIONAL QUANTITIES SHOWN ELSEWHERE
1440-15-73 TOTAL
EROSION CONTROL MOBILIZATION - PAVING
1440-15-73
MOBILIZATIONS
EROSION CONTROL
MOBILIZATIONS
EMERGENCY
EROSION CONTROL
*628.1504
*628.1520
*628.7005
*628.7020
*628.7555
*628.7504
SPV.0060.02
STATION
TO
STATION
LOCATION
LF
LF
EACH
EACH
EACH
LF
EACH
590'EB'+04
-599'EB'+47
RT
1,000
500
---
---
---
---
---
602'EB'+00
-606'EB'+00
RT
473
237
---
---
---
---
---
612'EB'+00
-614'EB'+00
RT
211
106
---
---
---
---
---
626'EB'+00
-628'EB'+00
RT
219
110
---
---
---
---
---
640'EB'+00
-642'EB'+00
RT
228
114
---
---
---
---
---
652'EB'+21
-654'EB'+53
RT
258
129
---
---
---
---
---
655'EB'+04
-662'EB'+77
RT
826
413
---
---
---
---
---
659'WB'+00
-661'WB'+50
LT
268
134
---
---
---
---
---
670'EB'+00
-679'EB'+00
RT
896
448
---
---
---
---
---
678'EB'+49
-679'EB'+91
RT
173
87
---
---
---
---
---
680'EB'+20
-681'EB'+44
RT
156
78
---
---
---
---
---
687'EB'+00
-691'EB'+00
RT
420
210
---
---
---
---
---
697'EB'+43
-704'EB'+08
LT
670
335
---
---
---
---
---
700'EB'+42
-709'EB'+81
RT
995
498
---
---
---
---
---
708'EB'+00
-726'EB'+00
RT
---
---
---
---
---
---
3
739'EB'+22
-742'EB'+15
RT
293
147
---
---
---
---
---
50'HIN'+25
-52'HIN'+23
LT
226
113
---
---
---
---
---
0'FR'+00
-33'FR'+57
---
---
---
---
---
465
6
UNDISTRIBUTED
6,053
3,026
---
---
149
1,076
---
SUBTOTAL
13,365
6,682
00
149
1,541
9
PROJECT TOTAL
34,558
16,961
79
23
786
5,611
15
*ADDITIONAL QUANTITIES SHOWN ELSEWHERE
EROSION CONTROL SUMMARY CONTINUED
1440-15-72
SILT FENCE
SILT FENCE
MAINTENANCE
INLET
PROTECTION
TYPE A
INLET
PROTECTION
TYPE D
CULVERT
PIPE
CHECKS
TEMPORARY
DITCH CHECKS
TEMPORARY
STONE DITCH
CHECKS
464
EH
WY
: S
TH
23
CO
UN
TY
: FO
ND
DU
LA
CS
HE
ET
3
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SP
RO
JEC
T N
UM
BE
R:
144
0-15
-72/
73
3
PLA
N S
HE
ET
PR
OD
UC
ED
BY
Wis
DO
T -
NE
RE
GIO
N
ERECTING STRUCTURAL STEEL SIGN SUPPORTS
637.1220
635.0200
636.0100
636.0500
SIGNS
SIGN SUPPORTS
SIGN SUPPORTS
SIGN SUPPORTSTYPE/SIZE
TYPE I
STRUCT. STEEL
CONCRETE
STEEL
OF
SIGN
SIGN
REFLECTIVE SH
HIGH-STRENGTH
MASONRY
REINFORCEMENT
STEEL*
NO.
LOCATION
CODE
S.F.
LB*
CY*
LB*
REMARKS
700
STH 23 EB, E. OF TRIPLE T RD
E1-51A
168"
X120"
140.00
1365
2.2
322
W12X26
GROUND MOUNT AT STA 642+75
701
STH 23 EB, AT OFF-RAMP TAPER FOR CTH G
E4-1A
216"
X90"
135.00
1261
2.2
322
W12X26
GROUND MOUNT AT STA 694+75
702
STH 23 WB, AT OFF-RAMP TAPER FOR CTH G
E4-1A
216"
X90"
135.00
1261
2.2
322
W12X26
GROUND MOUNT AT STA 732+00
703
STH 23 WB, E. OF CHICKADEE RD
E1-51A
168"
X120"
140.00
1365
2.2
322
W12X26
GROUND MOUNT AT STA 787+00
550.00
5252
8.8
1288
W X H
PROJECT TOTALS
*THESE QUANTITIES ARE ESTIMATES.
ACTUAL SIZE/NUMBER/LENGTH/WEIGHT OF STEEL SUPPORTS/REINFORCEMENT/CONCRETE BASES
ARE TO BE DETERMINED BY CONTRACTOR, BASED ON SURVEY OF FIELD CONDITIONS, FINAL GRADE AND SIGN LOCATION.
SURVEY REQUIRED FOR DETERMINATION IS THE RESPONSIBILITY OF THE CONTRACTOR, INCIDENTAL TO THE CONTRACT.
FOLLOW SIGN DETAIL A-PLATES - A3-1, A3-2, A3-3, A4-1
ERECTION OF PERMANENT SIGNING, TYPE I
479
DFD
3/3/
20
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0002 108.4300RBC Progress Schedule EACH
1.000_________._____ _________._____
0004 201.0105Clearing STA
240.000_________._____ _________._____
0008 201.0205Grubbing STA
240.000_________._____ _________._____
0012 203.0100Removing Small Pipe Culverts EACH
108.000_________._____ _________._____
0014 203.0200Removing Old Structure (station) 01.Station 573+00
LUMP SUM _________._____LS
0016 203.0200Removing Old Structure (station) 02.Station 467+70
LUMP SUM _________._____LS
0018 203.0200Removing Old Structure (station) 03.Station 588+40
LUMP SUM _________._____LS
0020 204.0100Removing Pavement SY
3,164.000_________._____ _________._____
0022 204.0110Removing Asphaltic Surface SY
482.000_________._____ _________._____
0024 204.0115Removing Asphaltic Surface Butt Joints SY
2,167.000_________._____ _________._____
0026 204.0120Removing Asphaltic Surface Milling SY
16,252.000_________._____ _________._____
0028 204.0150Removing Curb & Gutter LF
1,791.000_________._____ _________._____
0030 204.0165Removing Guardrail LF
742.000_________._____ _________._____
0032 204.0170Removing Fence LF
1,990.000_________._____ _________._____
0034 204.0180Removing Delineators and Markers EACH
66.000_________._____ _________._____
0036 204.0190Removing Surface Drains EACH
2.000_________._____ _________._____
Proposal Schedule of Items Page 1 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0038 204.0225Removing Septic Tanks EACH
1.000_________._____ _________._____
0040 204.0230Removing Building (station) 01. Station731+25
LUMP SUM _________._____LS
0042 204.0230Removing Building (station) 02. Station389+25
LUMP SUM _________._____LS
0044 204.0235Removing Buildings (parcel) 01. Parcel152
LUMP SUM _________._____LS
0046 204.0240Site Clearance (parcel) 01. Parcel 152 LUMP SUM _________._____LS
0048 204.0240Site Clearance (parcel) 02. Parcel 114 LUMP SUM _________._____LS
0050 204.9060.SRemoving (item description) 01. HeightModernization Geodetic SurveyMonument
EACH1.000
_________._____ _________._____
0052 205.0100Excavation Common CY
720,212.000_________._____ _________._____
0054 205.0300Excavation Stone Piles and StoneFences
CY25.000
_________._____ _________._____
0056 205.0400Excavation Marsh CY
30,346.000_________._____ _________._____
0058 205.0501.SExcavation, Hauling, and Disposal ofPetroleum Contaminated Soil
TON150.000
_________._____ _________._____
0060 206.1000Excavation for Structures Bridges(structure) 01. B-20-0205
LUMP SUM _________._____LS
0062 206.1000Excavation for Structures Bridges(structure) 02. B-20-0215
LUMP SUM _________._____LS
0064 206.1000Excavation for Structures Bridges(structure) 03. B-20-0218
LUMP SUM _________._____LS
Proposal Schedule of Items Page 2 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0066 208.1100Select Borrow CY
86,650.000_________._____ _________._____
0070 213.0100Finishing Roadway (project) 01. 1440-15-72
EACH1.000
_________._____ _________._____
0072 213.0100Finishing Roadway (project) 02. 1440-15-73
EACH1.000
_________._____ _________._____
0074 214.0100Obliterating Old Road STA
8.000_________._____ _________._____
0076 305.0110Base Aggregate Dense 3/4-Inch TON
26,217.000_________._____ _________._____
0078 305.0120Base Aggregate Dense 1 1/4-Inch TON
281,606.000_________._____ _________._____
0080 312.0110Select Crushed Material TON
266,848.000_________._____ _________._____
0082 405.0100Coloring Concrete WisDOT Red CY
240.000_________._____ _________._____
0084 415.0090Concrete Pavement 9-Inch SY
141,097.000_________._____ _________._____
0086 415.0210Concrete Pavement Gaps EACH
25.000_________._____ _________._____
0088 415.5110.SConcrete Pavement Joint Layout LS
1.000_________._____ _________._____
0090 416.0512Concrete Truck Apron 12-Inch SY
700.000_________._____ _________._____
0092 416.1110Concrete Shoulder Rumble Strips LF
41,567.000_________._____ _________._____
0094 455.0605Tack Coat GAL
9,896.000_________._____ _________._____
1.000000096 460.2000
Incentive Density HMA Pavement DOL24,310.000
24,310.00
0098 460.5223HMA Pavement 3 LT 58-28 S TON
11,806.000_________._____ _________._____
Proposal Schedule of Items Page 3 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0100 460.5224HMA Pavement 4 LT 58-28 S TON
10,946.000_________._____ _________._____
0102 460.5424HMA Pavement 4 LT 58-28 H TON
5,582.000_________._____ _________._____
0104 460.6223HMA Pavement 3 MT 58-28 S TON
9,593.000_________._____ _________._____
0106 460.6224HMA Pavement 4 MT 58-28 S TON
5,402.000_________._____ _________._____
0108 465.0105Asphaltic Surface TON
7,203.000_________._____ _________._____
0110 465.0120Asphaltic Surface Driveways and FieldEntrances
TON297.000
_________._____ _________._____
0112 465.0125Asphaltic Surface Temporary TON
2,217.000_________._____ _________._____
0114 465.0315Asphaltic Flumes SY
593.000_________._____ _________._____
0116 465.0400Asphaltic Shoulder Rumble Strips LF
70,800.000_________._____ _________._____
0118 502.0100Concrete Masonry Bridges CY
1,553.000_________._____ _________._____
0120 502.3200Protective Surface Treatment SY
2,333.000_________._____ _________._____
0122 502.3210Pigmented Surface Sealer SY
325.000_________._____ _________._____
0124 503.0137Prestressed Girder Type I 36W-Inch LF
325.000_________._____ _________._____
0126 503.0155Prestressed Girder Type I 54W-Inch LF
1,846.000_________._____ _________._____
0128 504.0900Concrete Masonry Endwalls CY
53.000_________._____ _________._____
0130 505.0400Bar Steel Reinforcement HS Structures LB
28,570.000_________._____ _________._____
Proposal Schedule of Items Page 4 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0132 505.0600Bar Steel Reinforcement HS CoatedStructures
LB224,280.000
_________._____ _________._____
0134 505.0800.SBar Steel Reinforcement HS StainlessStructures
LB1,600.000
_________._____ _________._____
0136 506.2605Bearing Pads Elastomeric Non-Laminated
EACH42.000
_________._____ _________._____
0138 506.4000Steel Diaphragms (structure) 01. B-20-0205
EACH4.000
_________._____ _________._____
0140 506.4000Steel Diaphragms (structure) 02. B-20-0218
EACH28.000
_________._____ _________._____
0142 509.5100.SPolymer Overlay SY
505.000_________._____ _________._____
0144 511.1100Temporary Shoring SF
3,200.000_________._____ _________._____
0146 513.7016Railing Steel Type C3 01. B-20-0215 LF
142.000_________._____ _________._____
0148 516.0500Rubberized Membrane Waterproofing SY
80.000_________._____ _________._____
0150 520.1012Apron Endwalls for Culvert Pipe 12-Inch EACH
6.000_________._____ _________._____
0152 520.1018Apron Endwalls for Culvert Pipe 18-Inch EACH
9.000_________._____ _________._____
0154 520.1024Apron Endwalls for Culvert Pipe 24-Inch EACH
126.000_________._____ _________._____
0156 520.1030Apron Endwalls for Culvert Pipe 30-Inch EACH
14.000_________._____ _________._____
0158 520.1036Apron Endwalls for Culvert Pipe 36-Inch EACH
16.000_________._____ _________._____
0160 520.1042Apron Endwalls for Culvert Pipe 42-Inch EACH
10.000_________._____ _________._____
Proposal Schedule of Items Page 5 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0162 520.1054Apron Endwalls for Culvert Pipe 54-Inch EACH
14.000_________._____ _________._____
0164 520.2024Culvert Pipe Temporary 24-Inch LF
1,604.000_________._____ _________._____
0166 520.3142Culvert Pipe Class III 42-Inch LF
71.000_________._____ _________._____
0168 520.3154Culvert Pipe Class III 54-Inch LF
173.000_________._____ _________._____
0170 520.3318Culvert Pipe Class III-A 18-Inch LF
576.000_________._____ _________._____
0172 520.3324Culvert Pipe Class III-A 24-Inch LF
3,218.000_________._____ _________._____
0174 520.3330Culvert Pipe Class III-A 30-Inch LF
433.000_________._____ _________._____
0176 520.3336Culvert Pipe Class III-A 36-Inch LF
398.000_________._____ _________._____
0178 520.4142Culvert Pipe Class IV 42-Inch LF
208.000_________._____ _________._____
0180 520.4154Culvert Pipe Class IV 54-Inch LF
87.000_________._____ _________._____
0182 520.4160Culvert Pipe Class IV 60-Inch LF
142.000_________._____ _________._____
0184 520.8000Concrete Collars for Pipe EACH
19.000_________._____ _________._____
0186 521.1735Apron Endwalls for Pipe Arch SlopedSide Drains Steel 35x24-Inch 6 to 1
EACH2.000
_________._____ _________._____
0188 521.2005.SSurface Drain Pipe Corrugated MetalSlotted (inch) 01. 18-Inch
LF835.000
_________._____ _________._____
0190 521.3735Pipe Arch Corrugated Steel 35x24-Inch LF
38.000_________._____ _________._____
0192 522.0112Culvert Pipe Reinforced Concrete ClassIII 12-Inch
LF99.000
_________._____ _________._____
Proposal Schedule of Items Page 6 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0194 522.0118Culvert Pipe Reinforced Concrete ClassIII 18-Inch
LF142.000
_________._____ _________._____
0196 522.0124Culvert Pipe Reinforced Concrete ClassIII 24-Inch
LF2,898.000
_________._____ _________._____
0198 522.0130Culvert Pipe Reinforced Concrete ClassIII 30-Inch
LF943.000
_________._____ _________._____
0200 522.0136Culvert Pipe Reinforced Concrete ClassIII 36-Inch
LF628.000
_________._____ _________._____
0202 522.0142Culvert Pipe Reinforced Concrete ClassIII 42-Inch
LF149.000
_________._____ _________._____
0204 522.0148Culvert Pipe Reinforced Concrete ClassIII 48-Inch
LF200.000
_________._____ _________._____
0206 522.0154Culvert Pipe Reinforced Concrete ClassIII 54-Inch
LF906.000
_________._____ _________._____
0208 522.0424Culvert Pipe Reinforced Concrete ClassIV 24-Inch
LF650.000
_________._____ _________._____
0210 522.0430Culvert Pipe Reinforced Concrete ClassIV 30-Inch
LF282.000
_________._____ _________._____
0212 522.0436Culvert Pipe Reinforced Concrete ClassIV 36-Inch
LF203.000
_________._____ _________._____
0214 522.0460Culvert Pipe Reinforced Concrete ClassIV 60-Inch
LF382.000
_________._____ _________._____
0216 522.1012Apron Endwalls for Culvert PipeReinforced Concrete 12-Inch
EACH8.000
_________._____ _________._____
0218 522.1024Apron Endwalls for Culvert PipeReinforced Concrete 24-Inch
EACH36.000
_________._____ _________._____
Proposal Schedule of Items Page 7 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0220 522.1030Apron Endwalls for Culvert PipeReinforced Concrete 30-Inch
EACH10.000
_________._____ _________._____
0222 522.1036Apron Endwalls for Culvert PipeReinforced Concrete 36-Inch
EACH6.000
_________._____ _________._____
0224 522.1042Apron Endwalls for Culvert PipeReinforced Concrete 42-Inch
EACH1.000
_________._____ _________._____
0226 522.1048Apron Endwalls for Culvert PipeReinforced Concrete 48-Inch
EACH2.000
_________._____ _________._____
0228 522.1054Apron Endwalls for Culvert PipeReinforced Concrete 54-Inch
EACH3.000
_________._____ _________._____
0230 522.2319Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-III 19x30-Inch
LF521.000
_________._____ _________._____
0232 522.2324Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-III 24x38-Inch
LF190.000
_________._____ _________._____
0234 522.2338Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-III 38x60-Inch
LF104.000
_________._____ _________._____
0236 522.2419Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 19x30-Inch
LF63.000
_________._____ _________._____
0238 522.2424Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 24x38-Inch
LF62.000
_________._____ _________._____
0240 522.2619Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical19x30-Inch
EACH17.000
_________._____ _________._____
Proposal Schedule of Items Page 8 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0242 522.2624Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical24x38-Inch
EACH10.000
_________._____ _________._____
0244 522.2638Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical38x60-Inch
EACH8.000
_________._____ _________._____
0246 524.0142Culvert Pipe Salvaged 42-Inch LF
40.000_________._____ _________._____
0248 524.0154Culvert Pipe Salvaged 54-Inch LF
24.000_________._____ _________._____
0250 524.0642Apron Endwalls for Culvert PipeSalvaged 42-Inch
EACH2.000
_________._____ _________._____
0252 524.0654Apron Endwalls for Culvert PipeSalvaged 54-Inch
EACH1.000
_________._____ _________._____
0254 550.1100Piling Steel HP 10-Inch X 42 Lb LF
1,910.000_________._____ _________._____
0256 601.0405Concrete Curb & Gutter 18-Inch Type A LF
430.000_________._____ _________._____
0258 601.0411Concrete Curb & Gutter 30-Inch Type D LF
3,790.000_________._____ _________._____
0260 601.0413Concrete Curb & Gutter 6-Inch Sloped30-Inch Type G
LF368.000
_________._____ _________._____
0262 601.0553Concrete Curb & Gutter 4-Inch Sloped36-Inch Type D
LF2,860.000
_________._____ _________._____
0264 601.0555Concrete Curb & Gutter 6-Inch Sloped36-Inch Type A
LF2,172.000
_________._____ _________._____
0266 601.0557Concrete Curb & Gutter 6-Inch Sloped36-Inch Type D
LF5,944.000
_________._____ _________._____
0268 601.0580Concrete Curb & Gutter 4-Inch Sloped36-Inch Type R
LF600.000
_________._____ _________._____
Proposal Schedule of Items Page 9 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0270 601.0600Concrete Curb Pedestrian LF
85.000_________._____ _________._____
0272 602.0405Concrete Sidewalk 4-Inch SF
14,515.000_________._____ _________._____
0274 602.0505Curb Ramp Detectable Warning FieldYellow
SF364.000
_________._____ _________._____
0276 603.8000Concrete Barrier Temporary PrecastDelivered
LF700.000
_________._____ _________._____
0278 603.8125Concrete Barrier Temporary PrecastInstalled
LF700.000
_________._____ _________._____
0280 604.0500Slope Paving Crushed Aggregate SY
855.000_________._____ _________._____
0282 606.0100Riprap Light CY
1,134.000_________._____ _________._____
0284 606.0200Riprap Medium CY
2,046.000_________._____ _________._____
0286 606.0300Riprap Heavy CY
327.000_________._____ _________._____
0288 608.0412Storm Sewer Pipe Reinforced ConcreteClass IV 12-Inch
LF1,142.000
_________._____ _________._____
0290 611.0535Manhole Covers Type J-Special EACH
1.000_________._____ _________._____
0294 611.0615Inlet Covers Type F EACH
18.000_________._____ _________._____
0296 611.0624Inlet Covers Type H EACH
12.000_________._____ _________._____
0298 611.0627Inlet Covers Type HM EACH
8.000_________._____ _________._____
0300 611.0636Inlet Covers Type HM-S EACH
4.000_________._____ _________._____
0302 611.0642Inlet Covers Type MS EACH
70.000_________._____ _________._____
Proposal Schedule of Items Page 10 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0304 611.0652Inlet Covers Type T EACH
4.000_________._____ _________._____
0306 611.2005Manholes 5-FT Diameter EACH
1.000_________._____ _________._____
0308 611.2006Manholes 6-FT Diameter EACH
2.000_________._____ _________._____
0310 611.3004Inlets 4-FT Diameter EACH
15.000_________._____ _________._____
0312 611.3230Inlets 2x3-FT EACH
16.000_________._____ _________._____
0314 611.3253Inlets 2.5x3-FT EACH
11.000_________._____ _________._____
0316 611.3902Inlets Median 2 Grate EACH
33.000_________._____ _________._____
0318 611.3904Inlets Median 4 Grate EACH
1.000_________._____ _________._____
0320 612.0204Pipe Underdrain Unperforated 4-Inch LF
1,473.000_________._____ _________._____
0322 612.0406Pipe Underdrain Wrapped 6-Inch LF
536.000_________._____ _________._____
0324 612.0700Drain Tile Exploration LF
100.000_________._____ _________._____
0326 612.0804Apron Endwalls for UnderdrainReinforced Concrete 4-Inch
EACH77.000
_________._____ _________._____
0328 614.0150Anchor Assemblies for Steel Plate BeamGuard
EACH8.000
_________._____ _________._____
0330 614.0200Steel Thrie Beam Structure Approach LF
92.000_________._____ _________._____
0332 614.0220Steel Thrie Beam Bullnose Terminal EACH
1.000_________._____ _________._____
0334 614.0305Steel Plate Beam Guard Class A LF
596.000_________._____ _________._____
Proposal Schedule of Items Page 11 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0336 614.0370Steel Plate Beam Guard EnergyAbsorbing Terminal
EACH4.000
_________._____ _________._____
0338 614.0905Crash Cushions Temporary EACH
4.000_________._____ _________._____
0340 614.2300MGS Guardrail 3 LF
100.000_________._____ _________._____
0342 614.2620MGS Guardrail Terminal Type 2 EACH
8.000_________._____ _________._____
0344 616.0100Fence Woven Wire (height) 01. 4-Ft LF
70,665.000_________._____ _________._____
0346 618.0100Maintenance And Repair of Haul Roads(project) 01. 1440-15-72
EACH1.000
_________._____ _________._____
0348 618.0100Maintenance And Repair of Haul Roads(project) 02. 1440-15-73
EACH1.000
_________._____ _________._____
0350 619.1000Mobilization EACH
1.000_________._____ _________._____
0352 620.0300Concrete Median Sloped Nose SF
319.000_________._____ _________._____
0354 623.0200Dust Control Surface Treatment SY
45,420.000_________._____ _________._____
0356 624.0100Water MGAL
4,938.000_________._____ _________._____
0358 625.0500Salvaged Topsoil SY
998,676.000_________._____ _________._____
0360 627.0200Mulching SY
852,790.000_________._____ _________._____
0362 628.1104Erosion Bales EACH
500.000_________._____ _________._____
0364 628.1504Silt Fence LF
34,558.000_________._____ _________._____
0366 628.1520Silt Fence Maintenance LF
16,961.000_________._____ _________._____
Proposal Schedule of Items Page 12 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0368 628.1905Mobilizations Erosion Control EACH
33.000_________._____ _________._____
0370 628.1910Mobilizations Emergency Erosion Control EACH
19.000_________._____ _________._____
0372 628.2004Erosion Mat Class I Type B SY
209,427.000_________._____ _________._____
0374 628.2006Erosion Mat Urban Class I Type A SY
67,600.000_________._____ _________._____
0376 628.2008Erosion Mat Urban Class I Type B SY
4,290.000_________._____ _________._____
0378 628.2027Erosion Mat Class II Type C SY
24,500.000_________._____ _________._____
0380 628.6510Soil Stabilizer Type B ACRE
7.000_________._____ _________._____
0382 628.7005Inlet Protection Type A EACH
79.000_________._____ _________._____
0384 628.7015Inlet Protection Type C EACH
30.000_________._____ _________._____
0386 628.7020Inlet Protection Type D EACH
23.000_________._____ _________._____
0388 628.7504Temporary Ditch Checks LF
5,911.000_________._____ _________._____
0390 628.7515.SStone or Rock Ditch Checks CY
19.000_________._____ _________._____
0392 628.7555Culvert Pipe Checks EACH
786.000_________._____ _________._____
0394 628.7560Tracking Pads EACH
15.000_________._____ _________._____
0396 628.7570Rock Bags EACH
235.000_________._____ _________._____
0398 629.0210Fertilizer Type B CWT
696.000_________._____ _________._____
0400 630.0120Seeding Mixture No. 20 LB
16,298.000_________._____ _________._____
Proposal Schedule of Items Page 13 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0402 630.0130Seeding Mixture No. 30 LB
7,105.000_________._____ _________._____
0404 630.0140Seeding Mixture No. 40 LB
82.000_________._____ _________._____
0406 630.0200Seeding Temporary LB
25,333.000_________._____ _________._____
0408 630.0300Seeding Borrow Pit LB
1,200.000_________._____ _________._____
0410 630.0500Seed Water MGAL
2,672.000_________._____ _________._____
0412 633.0100Delineator Posts Steel EACH
182.000_________._____ _________._____
0414 633.0500Delineator Reflectors EACH
182.000_________._____ _________._____
0416 633.1100Delineators Temporary EACH
134.000_________._____ _________._____
0418 633.5200Markers Culvert End EACH
189.000_________._____ _________._____
0420 634.0614Posts Wood 4x6-Inch X 14-FT EACH
217.000_________._____ _________._____
0422 634.0616Posts Wood 4x6-Inch X 16-FT EACH
157.000_________._____ _________._____
0424 634.0618Posts Wood 4x6-Inch X 18-FT EACH
16.000_________._____ _________._____
0426 634.0620Posts Wood 4x6-Inch X 20-FT EACH
6.000_________._____ _________._____
0428 635.0200Sign Supports Structural Steel HS LB
5,252.000_________._____ _________._____
0430 636.0100Sign Supports Concrete Masonry CY
8.800_________._____ _________._____
0432 636.0500Sign Supports Steel Reinforcement LB
1,288.000_________._____ _________._____
0434 637.1220Signs Type I Reflective SH SF
550.000_________._____ _________._____
Proposal Schedule of Items Page 14 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0436 637.2210Signs Type II Reflective H SF
3,961.870_________._____ _________._____
0438 637.2220Signs Type II Reflective SH SF
20.250_________._____ _________._____
0440 637.2230Signs Type II Reflective F SF
273.750_________._____ _________._____
0442 638.2602Removing Signs Type II EACH
107.000_________._____ _________._____
0444 638.3000Removing Small Sign Supports EACH
113.000_________._____ _________._____
0446 642.5201Field Office Type C EACH
1.000_________._____ _________._____
0448 643.0300Traffic Control Drums DAY
504,026.000_________._____ _________._____
0450 643.0420Traffic Control Barricades Type III DAY
119,382.000_________._____ _________._____
0452 643.0705Traffic Control Warning Lights Type A DAY
234,664.000_________._____ _________._____
0454 643.0715Traffic Control Warning Lights Type C DAY
10,235.000_________._____ _________._____
0456 643.0800Traffic Control Arrow Boards DAY
94.000_________._____ _________._____
0458 643.0900Traffic Control Signs DAY
187,905.000_________._____ _________._____
0460 643.0920Traffic Control Covering Signs Type II EACH
8.000_________._____ _________._____
0462 643.1050Traffic Control Signs PCMS DAY
259.000_________._____ _________._____
0464 643.5000Traffic Control EACH
1.000_________._____ _________._____
0466 645.0111Geotextile Type DF Schedule A SY
258.000_________._____ _________._____
0468 645.0120Geotextile Type HR SY
5,512.000_________._____ _________._____
Proposal Schedule of Items Page 15 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0470 645.0130Geotextile Type R SY
6,918.000_________._____ _________._____
0472 645.0140Geotextile Type SAS SY
90.000_________._____ _________._____
0474 646.1020Marking Line Epoxy 4-Inch LF
72,698.000_________._____ _________._____
0476 646.1040Marking Line Grooved Wet Ref Epoxy 4-Inch
LF103,504.000
_________._____ _________._____
0478 646.1555Marking Line Grooved ContrastPermanent Tape 4-Inch
LF12,787.000
_________._____ _________._____
0480 646.3555Marking Line Grooved ContrastPermanent Tape 8-Inch
LF16,590.000
_________._____ _________._____
0482 646.6220Marking Yield Line Epoxy 18-Inch EACH
4.000_________._____ _________._____
0484 646.6320Marking Dotted Extension Epoxy 18-Inch LF
115.000_________._____ _________._____
0486 646.7120Marking Diagonal Epoxy 12-Inch LF
1,213.000_________._____ _________._____
0488 646.7220Marking Chevron Epoxy 24-Inch LF
1,496.000_________._____ _________._____
0490 646.7420Marking Crosswalk Epoxy TransverseLine 6-Inch
LF305.000
_________._____ _________._____
0492 646.8120Marking Curb Epoxy LF
480.000_________._____ _________._____
0494 646.8220Marking Island Nose Epoxy EACH
10.000_________._____ _________._____
0496 646.8320Marking Parking Stall Epoxy LF
1,512.000_________._____ _________._____
0498 649.0105Temporary Marking Line Paint 4-Inch LF
92,195.000_________._____ _________._____
Proposal Schedule of Items Page 16 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0500 649.0150Temporary Marking Line RemovableTape 4-Inch
LF11,674.000
_________._____ _________._____
0502 649.0760Temporary Marking Raised PavementMarker Type I
EACH357.000
_________._____ _________._____
0504 650.4000Construction Staking Storm Sewer EACH
36.000_________._____ _________._____
0506 650.4500Construction Staking Subgrade LF
85,947.000_________._____ _________._____
0508 650.5000Construction Staking Base LF
85,947.000_________._____ _________._____
0510 650.5500Construction Staking Curb Gutter andCurb & Gutter
LF16,231.000
_________._____ _________._____
0512 650.6000Construction Staking Pipe Culverts EACH
113.000_________._____ _________._____
0514 650.6500Construction Staking Structure Layout(structure) 01. B-20-0205
LUMP SUM _________._____LS
0516 650.6500Construction Staking Structure Layout(structure) 02. B-20-0215
LUMP SUM _________._____LS
0518 650.6500Construction Staking Structure Layout(structure) 03. B-20-0218
LUMP SUM _________._____LS
0520 650.7000Construction Staking ConcretePavement
LF43,772.000
_________._____ _________._____
0522 650.8000Construction Staking ResurfacingReference
LF8,264.000
_________._____ _________._____
0524 650.9910Construction Staking SupplementalControl (project) 01. 1440-15-72
LUMP SUM _________._____LS
0526 650.9910Construction Staking SupplementalControl (project) 02. 1440-15-73
LUMP SUM _________._____LS
Proposal Schedule of Items Page 17 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0528 650.9920Construction Staking Slope Stakes LF
85,947.000_________._____ _________._____
0530 652.0225Conduit Rigid Nonmetallic Schedule 402-Inch
LF6,840.000
_________._____ _________._____
0532 652.0235Conduit Rigid Nonmetallic Schedule 403-Inch
LF590.000
_________._____ _________._____
0534 652.0615Conduit Special 3-Inch LF
1,180.000_________._____ _________._____
0536 653.0164Pull Boxes Non-Conductive 24x42-Inch EACH
53.000_________._____ _________._____
0538 654.0105Concrete Bases Type 5 EACH
31.000_________._____ _________._____
0540 654.0220Concrete Control Cabinet Bases Type 10 EACH
5.000_________._____ _________._____
0542 655.0610Electrical Wire Lighting 12 AWG LF
5,250.000_________._____ _________._____
0544 655.0615Electrical Wire Lighting 10 AWG LF
33,310.000_________._____ _________._____
0546 656.0200Electrical Service Meter BreakerPedestal (location) 01. Loehr Rd & STH23
LUMP SUM _________._____LS
0548 656.0200Electrical Service Meter BreakerPedestal (location) 02. Seven Hills Road& STH 23
LUMP SUM _________._____LS
0550 656.0200Electrical Service Meter BreakerPedestal (location) 03. Park & Ride
LUMP SUM _________._____LS
0552 656.0200Electrical Service Meter BreakerPedestal (location) 04. CTH G & EB STH23
LUMP SUM _________._____LS
0554 656.0200Electrical Service Meter BreakerPedestal (location) 05. CTH G & WBSTH 23
LUMP SUM _________._____LS
Proposal Schedule of Items Page 18 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0556 657.0255Transformer Bases Breakaway 11 1/2-Inch Bolt Circle
EACH31.000
_________._____ _________._____
0558 657.0322Poles Type 5-Aluminum EACH
31.000_________._____ _________._____
0560 657.0710Luminaire Arms Truss Type 4 1/2-InchClamp 12-FT
EACH35.000
_________._____ _________._____
0562 659.1115Luminaires Utility LED A EACH
35.000_________._____ _________._____
0564 690.0150Sawing Asphalt LF
10,000.000_________._____ _________._____
1.000000566 715.0415
Incentive Strength Concrete Pavement DOL42,300.000
42,300.00
1.000000568 715.0502
Incentive Strength Concrete Structures DOL9,318.000
9,318.00
1.000000570 715.0710
Optimized Aggregate Gradation Incentive DOL130,160.000
130,160.00
1.000000572 740.0440
Incentive IRI Ride DOL33,160.000
33,160.00
5.000000574 ASP.1T0A
On-the-Job Training Apprentice at$5.00/HR
HRS2,100.000
10,500.00
5.000000576 ASP.1T0G
On-the-Job Training Graduate at$5.00/HR
HRS5,760.000
28,800.00
0578 SPV.0005Special 01. Select Clearing AndGrubbing
ACRE0.500
_________._____ _________._____
0580 SPV.0005Special 02. Preparation Of UplandTopsoil
ACRE8.200
_________._____ _________._____
0582 SPV.0035Special 01. Roadway Embankment CY
841,568.000_________._____ _________._____
0584 SPV.0035Special 02. Foundation Backfill CY
697.000_________._____ _________._____
Proposal Schedule of Items Page 19 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0586 SPV.0035Special 03. Excavation CommonMitigation Site
CY301,702.000
_________._____ _________._____
0588 SPV.0060Special 01. Temporary Slope Drain EACH
8.000_________._____ _________._____
0590 SPV.0060Special 02. Temporary Stone DitchChecks
EACH15.000
_________._____ _________._____
0592 SPV.0060Special 03. Temporary Sand Bag Dike EACH
5.000_________._____ _________._____
0594 SPV.0060Special 07. Vertical Impact RecoveryPanels
EACH40.000
_________._____ _________._____
0596 SPV.0060Special 08. Vertical Impact RecoveryPanel Bases
EACH40.000
_________._____ _________._____
0598 SPV.0060Special 09. Gates Wood Double Leaf 20-Foot
EACH2.000
_________._____ _________._____
0600 SPV.0085Special 01. Seeding Upland Buffer LB
350.000_________._____ _________._____
0602 SPV.0085Special 02. Seeding Wet Meadow AndShallow Marsh Mix
LB250.000
_________._____ _________._____
0604 SPV.0085Special 03. Low Maintenance Seed Mix LB
18.000_________._____ _________._____
0606 SPV.0090Special 01. Fence Chain Link Polymer-Coated 6-Ft
LF530.000
_________._____ _________._____
0608 SPV.0090Special 02. Removing Centerline RumbleStrips
LF30,900.000
_________._____ _________._____
0610 SPV.0090Special 03. Relapping Steel Plate BeamGuard
LF484.000
_________._____ _________._____
0612 SPV.0090Special 04. Concrete Barrier TemporaryPrecast Anchoring
LF400.000
_________._____ _________._____
Proposal Schedule of Items Page 20 of 21
Wisconsin Department of Transportation 03/05/2020 14:35:10
Proposal ID: 20200310018 Project(s): 1440-15-72, 1440-15-73Federal ID(s): N/A, WISC 2020109
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0614 SPV.0090Special 05. Concrete Curb & Gutter 30-Inch Type D Reinforced
LF140.000
_________._____ _________._____
0616 SPV.0105Special 01. Construction StakingWetland Site
LUMP SUM _________._____LS
0618 SPV.0105Special 02. Temporary Bypass Channel,STA 572+65
LUMP SUM _________._____LS
0620 SPV.0105Special 03. Temporary Bypass Channel,STA 588+75 - STA 603+07
LUMP SUM _________._____LS
0622 SPV.0165Special 01. Concrete Sidewalk 6-InchReinforced
SF690.000
_________._____ _________._____
0624 SPV.0180Special 02. Salvaged Topsoil 12-Inch SY
240,500.000_________._____ _________._____
0626 SPV.0180Special 03. Salvaged Topsoil OverRiprap
SY2,465.000
_________._____ _________._____
0628 201.0115Clearing ACRE
0.600_________._____ _________._____
0630 201.0215Grubbing ACRE
0.600_________._____ _________._____
0632 210.1500Backfill Structure Type A TON
1,512.000_________._____ _________._____
0634 614.0230Steel Thrie Beam LF
184.000_________._____ _________._____
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 21 of 21