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



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



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 A3-1.18 776 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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Addendum No. 02 ID 1440-15-72/73 Revised Sheet 168 March 5, 2020

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172

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174

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PR

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NO

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NT

Y:

MIS

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33

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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1440

-15-

72/7

3S

TH

23

FO

ND

DU

LA

C

ALL

ITE

MS

ON

TH

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HE

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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

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PR

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CT

NO

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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


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


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

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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


702

STH 23 WB, AT OFF-RAMP TAPER FOR CTH G

E4-1A

216"

X90"

135.00

1261

2.2

322

W12X26


703

STH 23 WB, E. OF CHICKADEE RD

E1-51A

168"

X120"

140.00

1365

2.2

322

W12X26


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

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773A

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Addendum No. 02 ID 1440-15-72/73 Added Sheet 773A March 5, 2020

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Typewritten Text

774A

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Typewritten Text

775A

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Typewritten Text

775B

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Addendum No. 02 ID 1440-15-72/73 Added Sheet 775B March 5, 2020

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Typewritten Text

776A

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DFD

3/3/

20

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Typewritten Text

865

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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


LUMP SUM _________._____LS


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







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


LUMP SUM _________._____LS


LUMP SUM _________._____LS








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_________._____ _________._____








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_________._____ _________._____








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_________._____ _________._____


9.000_________._____ _________._____


126.000_________._____ _________._____


14.000_________._____ _________._____


16.000_________._____ _________._____


10.000_________._____ _________._____








ProposalLine

Number


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_________._____ _________._____


3,218.000_________._____ _________._____


433.000_________._____ _________._____


398.000_________._____ _________._____

0178 520.4142Culvert Pipe Class IV 42-Inch LF

208.000_________._____ _________._____


87.000_________._____ _________._____


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

_________._____ _________._____








ProposalLine

Number


LF142.000

_________._____ _________._____


LF2,898.000

_________._____ _________._____


LF943.000

_________._____ _________._____


LF628.000

_________._____ _________._____


LF149.000

_________._____ _________._____


LF200.000

_________._____ _________._____


LF906.000

_________._____ _________._____

0208 522.0424Culvert Pipe Reinforced Concrete ClassIV 24-Inch

LF650.000

_________._____ _________._____


LF282.000

_________._____ _________._____


LF203.000

_________._____ _________._____


LF382.000

_________._____ _________._____

0216 522.1012Apron Endwalls for Culvert PipeReinforced Concrete 12-Inch

EACH8.000

_________._____ _________._____


EACH36.000

_________._____ _________._____








ProposalLine

Number


EACH10.000

_________._____ _________._____


EACH6.000

_________._____ _________._____


EACH1.000

_________._____ _________._____


EACH2.000

_________._____ _________._____


EACH3.000

_________._____ _________._____

0230 522.2319Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-III 19x30-Inch

LF521.000

_________._____ _________._____


LF190.000

_________._____ _________._____


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

_________._____ _________._____








ProposalLine

Number


EACH10.000

_________._____ _________._____


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

_________._____ _________._____








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_________._____ _________._____








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_________._____ _________._____








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_________._____ _________._____








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_________._____ _________._____








ProposalLine

Number


7,105.000_________._____ _________._____


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_________._____ _________._____


157.000_________._____ _________._____


16.000_________._____ _________._____


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_________._____ _________._____








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_________._____ _________._____








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_________._____ _________._____








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


LUMP SUM _________._____LS


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








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








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_________._____ _________._____








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

_________._____ _________._____








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: _________._____


wisconsin department of transportation · 2020. 3. 10. · 775a sign plate a3-2.5 775b sign plate...

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