Wisconsin Department of...

Wisconsin Department of Transportation

Version 06-2014 Solving tomorrow’s transportation challenges

Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459

July 6, 2016 NOTICE TO ALL CONTRACTORS: Proposal #01: 1517-07-77, WISC 2016 229

USH 10 – USH 10/STH 441 County CB – Oneida Street I-41 Interchange Bridges and LLBDM Bridge B-70-61 Redeck USH 10 Winnebago County

Letting of July 12, 2016 This is Addendum No. 02, which provides for the following: Special Provisions

Revised Special Provisions Article

No. Description

8.1 Utilities

10.4 Excavation, Hauling and Disposal of Contaminated Sediment, Item SPV.0035.701.

Added Special Provisions Article

No. Description

10.5 Protection of Engineered Sediment Cap, Item SPV.0105.701; Repair of Engineered Sediment Cap, Item SPV.0035.702.

12.29 Junction Boxes Fiberglass 18x12x6-Inch, Item SPV.0060.709

Deleted Special Provisions Article

No. Description

1.4 Notice to Contractor – Project Storage and Staging Areas. 7.4 Hauling Restrictions. 17.2 Anchor Bolt Cover Shroud, Item SPV.0060.350

18.10 Conduit HDPE Direction Bore 1-Duct 2-Inch, Item SPV.0090.400

Schedule of Items

Revised Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

204.9165.S.700 Removing Temporary Shoring Left In Place SF 873 -433 440 205.0100 Excavation Common **P** CY 232,472 -10,759 221,713

505.0600 Bar Steel Reinforcement HS Coated Structures

LB 5,711,380 18,870 5,730,250

550.1140 Piling Steel HP 14-Inch x 73 LB LF 41,614 348 41,962 603.3559 Concrete Barrier Transition Type S42 to S56 Each 1 1 2 627.0200 Mulching SY 69,196 -31,102 38,094 630.0120 Seeding Mixture No. 20 LB 2,707 -1,011 1,696 630.0200 Seeding Temporary LB 2,554 -1,011 1,543 633.0500 Delineators Reflectors (Yellow) Each 3 39 42 633.1000 Delineators Brackets Each 3 39 42

652.0225 Conduit Rigid Nonmetallic Schedule 40 2-Inch **P**

LF 8,949 1,065 10,014

654.0107 Concrete Bases Type 7 Each 1 1 2 SPV.0035.001 Roadway Embankment CY 126,206 -227 125,979

SPV.0090.201 Concrete Barrier Temporary Precast Left in Place

LF 30,110 -27,310 2,800

Added Bid Item Quantities



Proposal Total

603.1142 Concrete Barrier Type S42 LF 0 25 25

671.0222 Conduit HDPE Directional Bore 2-Duct 2-Inch **P**

LF 0 80 80

SPV.0035.702 Repair of Engineered Sediment Cap CY 0 3,120 3,120 SPV.0060.709 Junction Boxes Fiberglass 18x12x6-Inch EA 0 3 3 SPV.0105.701 Protection of Engineered Sediment Cap LS 0 1 1

Deleted Bid Item Quantities



Proposal Total

625.0100 Topsoil SY 37,443 -37,443 0 SPV.0060.350 Anchor Bolt Cover Shroud Each 32 -32 0

SPV.0090.400 Conduit HDPE Directional Bore 1-Duct 2-Inch **P**

LF 80 -80 0

Plan Sheets

Revised Plan Sheets Plan Sheet Plan Sheet Title (brief description of changes to sheet)

73 ITS plan (added conduit/vaults that are no longer part of 1517-07-76) 89 Lighting Plan (Added conduit and lighting base) 141 Miscellaneous Quantities (Earthwork changes) 143 Miscellaneous Quantities (Concrete Barrier addition changes) 145 Miscellaneous Quantities (Delineators and restoration changes) 148 Miscellaneous Quantities (Concrete Barrier left in place changes) 150 Miscellaneous Quantities (Lighting quantity changes) 151 Miscellaneous Quantities (Lighting quantity changes) 173 Miscellaneous Quantities (ITS quantity changes)

309 General Plan Spans 7-11 (Added sediment cap details) 310 General Plan Spans 12-16 (Added sediment cap details) 312 General Notes (Revised and added general notes) 313 Estimated Quanitites (Revised qtys and added bid items) 419 General Notes and Quantities (Added bid item) 483 Parapet Electrical Work (Revised end of bridge conduit routing) 502 General Notes and Quantities (Updated Quantities, Added Bid Item) 514 Pier 4 Layout (Added Optional Construction Joint, Bearing Elevations) 515 Piers 5, 7, 8 Layout (Added Optional Construction Joint) 516 Pier 6 Layout (Added Optional Construction Joint) 517 Pier 9 Layout (Added Optional Construction Joint) 525 Piers 5-8 Shaft Reinforcing (Updated Shaft Bars) 536 Bearing Design Data (Updated Bearing Height) 571 Parapet Electrical (Revised end of bridge conduit routing) 585 General Notes and Quantities (Added bid item) 646 Parapet 32SS Electrical Work

668-669 Earthwork (FEN & FNW Ramps) 687-697 Cross Sections (FEN ramp 142FEN+50 to 152FEN+94) 702-712 Cross Sections (FEN ramp 1327FNW+50 to 1336FNW+69)

Added Plan Sheets Plan Sheet Plan Sheet Title (brief description of why sheet was added)

33A Plan Details (B-70-403 west abutment median barrier)

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

1517-07-77

July 6, 2016

Special Provisions 1.4 DELETED. 7.4 DELETED. 8.1 Utilities. Replace entire article language with the following:

(1) This contract comes under the provision of Administrative Rule Trans 220. 107-065 (20080501)

(2) There are utility facilities within the construction limits of this project. Additional detailed information regarding the location of discontinued, relocated, and/or removed utility facilities is available in the work plan provided by each utility company. View these documents at the Regional Office during normal working hours.

(3) Work around or remove and dispose of any discontinued utility conduits, cables, and pipes encountered during excavation. Any removal and disposal shall be incidental to common excavation, unless specified otherwise in this contract as a separate bid item.

(4) Sprint Communications Company LP has underground communication facilities along the Canadian National Railroad corridor, throughout the project limits. No conflicts are anticipated.

(5) The existing underground communication facility has been potholed along the west side of pier 8 (B-70-401) and the west side of pier 4 (B-70-406); pothole information is available upon request.

(6) Notify Sprint Communications Company LP (Gerry Crain, 847-445-1869, [email protected]) at least 14 days prior to excavation, removal, and/or installation of temporary shoring at pier 8 (B-70-401) and pier 4 (B-70-406); Sprint Communications Company will provide an on-site representative during construction.

(7) Time Warner Cable has underground communication facilities along the east side of Butte Des Morts Beach Road near pier 9 (B-70-401), to be adjusted after the grading work has been started in this area. This adjustment is anticipated to take 3 weeks.

(8) Time Warner Cable will provide an on-site representative during grading and installation of pier 9 (B-70-401).

(9) Notify Time Warner Cable (Vince Albin, 920-831-9249, [email protected]), as per Trans 220.05(10).

(10) We Energies has underground electric facilities along the east side of Lake Street. No conflicts are anticipated.

(11) Notify We Energies (Chris Schulz, 414-588-0455, [email protected]) as per Trans 220.05(10) prior to excavation near pier 5 (B-70-406). We Energies plans to de-energize this electric line during pier construction and will re-energize after pier construction is complete.

(12) We Energies has underground gas facilities throughout the project limits. No conflicts are anticipated.

(13) If discontinued gas facilities are identified during construction call WE Energies Gas Dispatch at 1-800-267-5325 to verify the facility is not active.

(14) The following utilities are either not in conflict or relocated their facilities in 2014 or 2015 and no additional conflicts are anticipated:

a. AT&T Legacy

b. AT&T Wisconsin

c. Town of Menasha Utility District – Sanitary Sewer

d. Town of Menasha Utility District – Water

10.4 Excavation, Hauling and Disposal of Contaminated Sediment, Item SPV.0035.701. Replace paragraph three under section titled A.2 Notice to the Contractor with the following: Dredged material that is removed from the below the depth of contaminated sediment shall be reused with the project or managed as solid waste as directed by the engineer. Delete paragraph four under section titled A.2 Notice to the Contractor.

10.5 Protection of Engineered Sediment Cap, Item SPV.0105.003; Repair of Engineered Sediment Cap, Item SPV.0035.003. A Description A.1 General This special provision describes measures to prevent damage to the engineered sediment cap in place in Little Lake Butte des Morts, and the requirements for repair of the cap if damaged during construction. A.2 Notice to the Contractor The contractor is advised Little Lake Butte des Morts (LLBDM) is within the United States Environmental Protection Agency (USEPA) Lower Fox River PCB Remediation Site following Superfund criteria, where soft sediment have the potential to be contaminated with PCBs. Others previously dredged PCB-impacted sediment from LLBDM and constructed a protective sand/armor cap over areas where low-level PCBs remain in the sediment. The extent of the engineered cap is as shown on the plans. The cap has a nominal thickness of 13 inches, and consists of 3 to 6 inches of sand overlain with 4 to 7 inches of armor stone. The sand meets the ASTM C33 gradation for fine aggregate, and armor stone is angular to sub-rounded material meeting ASTM C33 No 467. The engineered cap that covers PCB-impacted sediment is near or within the limits of construction. The contractor is advised to use best practices to avoid damage to the cap (e.g. avoid spudding and tug boat prop-wash disturbance in the capped areas). The Wisconsin Department of Natural Resources may

observe construction practices for in-water work that occurs near the cap. The Environmental Consultant will monitor the cap for damage, and will direct contractor to repair damage to the cap, as needed. For further information on the engineered sediment cap contact the Environmental Consultant listed below. A.3 Coordination with the Environmental Consultant Coordinate work under this contract with the Environmental Consultant retained by the Department:

Consultant: TRC Environmental Corporation Address: 708 Heartland Trail, Suite 3000, Madison, WI, 53717-1934 Contact: Nathan Braun or Dan Haak Phone: (608) 826-3633 or (608) 826-3628 Fax: (608) 826-3941 e-mail: [email protected] or [email protected] The role of the Environmental Consultant will be limited to:

Oversee and document in-water construction activities occurring near the cap

Document that buoys defining the edge of cap are set and maintained at the approved locations.

Coordinate bathymetric surveys of the engineered sediment cap. (Surveys to be completed include: pre-construction, interim [end of each construction season], post-repair [if needed], and post-construction [final]).

Evaluate bathymetric survey data for damage to the cap.

Prepare and obtain WDNR approval for Cap Repair Plan(s) if cap damage is detected.

Direct and oversee that repair of the cap is completed in accordance with the approved Cap Repair Plan.

Provide at least a 14-calendar day notice of the preconstruction conference date to the environmental consultant. At the preconstruction conference, provide a schedule for all in-water activities anticipated to occur near or within the capped areas. Notify the Environmental Consultant at least five calendar days prior to commencement of any in-water construction activities occurring near the cap. B (Vacant) C Construction Methods Subsection 205.3 of the Standard Specifications is supplemented with the following: Protect engineered cap to minimize damage to the cap during construction:

Set and maintain buoys around the boundaries of the cap at locations specified by the Environmental Consultant or Engineer. Buoys will provide visual reminder of the location of the engineered cap to which damage must be avoided and repaired.

Minimize in-water activity within the capped areas and use best practices to avoid damage to the cap (e.g. avoid/minimize spudding of barges and prop-wash from tug boats in or near capped areas as defined by the buoys).

Notify the Environmental Consultant if spudding of barges or use of tug boats in the capped area will occur, and provide documentation of location(s) of these activities.

Request adjustment of buoy location(s), if needed to accommodate construction. Do not move buoy(s) until request has been approved by Engineer.

Coordinate with Environmental Consultant to allow bathymetric surveys to be completed as needed to evaluate condition of the cap. Bathymetric surveys to be completed by others.

Provide Environmental Consultant with preferred means and methods for repair of cap, if needed, such that Environmental Consultant can include method in Cap Repair Plan for WDNR approval.

Repair damage to the cap, as needed, and as directed by the Environmental Consultant in accordance with WDNR- approved Cap Repair Plan. Repair, if needed, is anticipated to be as follows:

Supply armor stone (and sand if needed) that meet design specifications for the engineered cap that is currently in place.

Armor Stone to be hard and durable not having more than 40 percent by with loss upon abrasion (ASTM C535), angular to sub-rounded material meeting modified ASTM C33 No 467, which is defined below:

Armor Stone Specification ASTM C33 No. 467

Sieve Size % Passing 1 ¼ - inch 100 3/4 – inch 30-70 3/8 – inch 10-30

#4 0-5

Sand cover to be poorly graded sand that generally meets ASTM C33 gradation for fine aggregates, which is defined below:

Sand Specification ASTM C33 fine aggregate

Sieve Size % Passing 3/8 – inch 100

#4 95-100 #8 80-100 #16 50-85 #30 25-60 #50 10-30

#100 2-10 #200 0-3(1)

(1) Note that the current cap used sand with specifications that tightened the percent passing the #200 sieve to 0-1 percent.)

Place armor stone (and sand if needed) over the area(s) with construction-related damage in accordance with approved Plan and schedule.

Fill damaged area(s) to achieve elevation(s) of the top of cap measured pre-construction, but not to exceed 6-inches over the pre-construction elevation(s).

D Measurement Protection of engineered cap shall be measured as lump sum. Repair of engineered cap shall be measured by the cubic yard of material placed to repair the cap.

E Payment The department shall pay for protection of engineered cap as a lump sum and measured quantities to repair the cap at the contract unit price under the following bid item:

ITEM NUMBER DESCRIPTION UNIT SPV.0105.003 SPV.0035.003

Protection of Engineered Cap Repair of Engineered Cap

LS CY

The price shall be payment in full for the payment of all labor, tools, equipment, materials, and incidentals necessary to complete the work for protecting and repairing the cap. 12.29 Junction Boxes Fiberglass 18x12x6-Inch, Item SPV.0060.709. A Description This special provision describes furnishing, installing and connecting fiberglass junction boxes as specified on the plans and in this special provision. B Material Furnish 18”x12”x6” NEMA 4X junction boxes constructed in fiberglass with a cover, gasket, and hardware. All latches, brackets, clasps, hinges, and other miscellaneous hardware shall be stainless steel. Provide box and cover in conformance with UL 50, NEMA 250 Type 4X and CSA STD. C22.2. Furnish box suitable for surface mounting to a structure, complete with external stainless steel mounting lugs or brackets attached to the box. Furnish an overlapping fiberglass cover that is secured to the box with a continuous stainless steel hinge and a minimum of four captive stainless steel clamps utilizing captive stainless steel hex-head bolts or deep slotted stainless steel screws. Furnish box covers that have a continuous formed, seamless, urethane, oil-resistant gasket. Place the gasket directly onto the junction box cover. Adhere the gasket to the cover without the use of adhesives. Furnish the cover with a retaining chain and captive screws. C Construction Secure the junction box to the bridge structure as indicated on plans. Install exposed junction boxes on structures with the hinge on the left side of the box and the cover lying in the vertical plane when closed. Take care to assure proper orientation of mounting lugs. Use all stainless steel hardware (nuts, bolts, washers, struts, threaded rod, etc.) for mounting junction box to the bridge structure. Make field cut conduit openings uniform and smooth. File smooth all burrs and rough edges prior to the installation of conduits into the junction box. Field cut conduit openings to be fitted with the appropriate conduit fittings and accessories. D Measurement The department will measure Junction Boxes Fiberglass 18x12x6-Inch by Each unit acceptably completed. E Payment The department will pay for the measured quantity at the contract unit price under the following bid item:

ITEM NUMBER DESCRIPTION UNIT SPV.0060.709 Junction Boxes Fiberglass 18x12x6-Inch EACH

Payment is full compensation for providing and installing all materials including fiberglass junction box, cover, mounting hardware, fittings, brackets, and attachments, as required; and for furnishing all labor, tools, equipment, and incidentals necessary to complete the contract work. 17.2 DELETED. 18.10 DELETED.

Schedule of Items Attached, dated July 6, 2016, are the revised Schedule of Items Pages 1 – 26. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 73, 89, 141, 143, 145, 148, 150, 151, 173, 309, 310, 312, 313, 419, 483, 502, 514, 515, 516, 517, 525, 536, 571, 585, 646, 668-669, 687-697, 702-712 Added: 33A

END OF ADDENDUM

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Addendum No. 02 ID 1517-07-77 Added Sheet 33A July 6, 2016

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Wisconsin Department of Transportation PAGE: 1 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- SECTION 0001 Contract Items ------------------------------------------------------------------------------- |201.0105 Clearing **P** | | | 0010| | 5.000| | | |STA | . | . ------------------------------------------------------------------------------- |201.0115 Clearing | | | 0020| | 2.820| | | |ACRE | . | . ------------------------------------------------------------------------------- |201.0205 Grubbing **P** | | | 0030| | 5.000| | | |STA | . | . ------------------------------------------------------------------------------- |201.0215 Grubbing | | | 0040| | 3.040| | | |ACRE | . | . ------------------------------------------------------------------------------- |203.0200 Removing Old | | | 0050|Structure (station) 701.|LUMP |LUMP | |STA. 142WB+83 | | | . ------------------------------------------------------------------------------- |203.0200 Removing Old | | | 0060|Structure (station) 702.|LUMP |LUMP | |STA. 142EB+35 | | | . ------------------------------------------------------------------------------- |203.0200 Removing Old | | | 0070|Structure (station) 703.|LUMP |LUMP | |STA. 131EB+93 | | | . ------------------------------------------------------------------------------- |203.0225.S Debris | | | 0080|Containment (structure) |LUMP |LUMP | |700. B-70-76 | | | . ------------------------------------------------------------------------------- |203.0225.S Debris | | | 0090|Containment (structure) |LUMP |LUMP | |701. B-70-78 | | | . ------------------------------------------------------------------------------- |203.0225.S Debris | | | 0100|Containment (structure) |LUMP |LUMP | |702. B-70-79 | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 2 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |203.0600.S Removing Old | | | 0110|Structure Over Waterway |LUMP |LUMP | |With Minimal Debris | | | |(station) 700. STA. | | | |147WB+54.OO | | | . ------------------------------------------------------------------------------- |204.0100 Removing | | | 0120|Pavement **P** | 5,844.000| | | |SY | . | . ------------------------------------------------------------------------------- |204.0157 Removing | | | 0130|Concrete Barrier **P** | 3,019.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0165 Removing | | | 0140|Guardrail **P** | 742.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0170 Removing Fence | | | 0150|**P** | 762.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0220 Removing Inlets | | | 0160| | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |204.0245 Removing Storm | | | 0170|Sewer (size) 001. | 63.000| | |12-Inch - 18-Inch **P** |LF | . | . ------------------------------------------------------------------------------- |204.9060.S Removing | | | 0180|(item description) 001. | 2.000| | |Storm Sewer Plugs |EACH | . | . ------------------------------------------------------------------------------- |204.9105.S Removing | | | 0190|(item description) 001. |LUMP |LUMP | |Sand Barrels | | | . ------------------------------------------------------------------------------- |204.9165.S Removing | | | 0200|(item description) 700. | 440.000| | |Removing Temporary |SF | | |Shoring Left in Place | | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 3 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |205.0100 Excavation | | | 0210|Common **P** | 221,713.000| | | |CY | . | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0220|Structures Bridges |LUMP |LUMP | |(structure) 700. | | | |B-70-61 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0230|Structures Bridges |LUMP |LUMP | |(structure) 701. | | | |B-70-401 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0240|Structures Bridges |LUMP |LUMP | |(structure) 702. | | | |B-70-406 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0250|Structures Bridges |LUMP |LUMP | |(structure) 703. | | | |B-70-405 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0260|Structures Bridges |LUMP |LUMP | |(structure) 704. | | | |B-70-407 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0270|Structures Bridges |LUMP |LUMP | |(structure) 705. | | | |B-70-409 | | | . ------------------------------------------------------------------------------- |206.5000 Cofferdams | | | 0280|(structure) 700. |LUMP |LUMP | |B-70-61 | | | . ------------------------------------------------------------------------------- |206.5000 Cofferdams | | | 0290|(structure) 701. |LUMP |LUMP | |B-70-405 | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 4 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |209.0100 Backfill | | | 0300|Granular | 175.000| | | |CY | . | . ------------------------------------------------------------------------------- |210.0100 Backfill | | | 0310|Structure **P** | 973.000| | | |CY | . | . ------------------------------------------------------------------------------- |213.0100 Finishing | | | 0320|Roadway (project) 001. | 1.000| | |1517-07-77 |EACH | . | . ------------------------------------------------------------------------------- |305.0110 Base Aggregate | | | 0330|Dense 3/4-Inch | 2,305.000| | | |TON | . | . ------------------------------------------------------------------------------- |305.0120 Base Aggregate | | | 0340|Dense 1 1/4-Inch | 2,273.000| | | |TON | . | . ------------------------------------------------------------------------------- |311.0110 Breaker Run | | | 0350| | 1,510.000| | | |TON | . | . ------------------------------------------------------------------------------- |320.0105 Concrete Base | | | 0360|4-Inch **P** | 446.000| | | |SY | . | . ------------------------------------------------------------------------------- |320.0145 Concrete Base | | | 0370|8-Inch **P** | 144.000| | | |SY | . | . ------------------------------------------------------------------------------- |415.0410 Concrete | | | 0380|Pavement Approach Slab | 210.000| | |**P** |SY | . | . ------------------------------------------------------------------------------- |416.0620 Drilled Dowel | | | 0390|Bars | 46.000| | | |EACH | . | . ------------------------------------------------------------------------------- |416.1010 Concrete | | | 0400|Surface Drains | 6.000| | | |CY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 5 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |416.1110 Concrete | | | 0410|Shoulder Rumble Strips | 1,879.000| | | |LF | . | . ------------------------------------------------------------------------------- |440.5020 Incentive IRI | | | 0420|Ride Bridge | 1.000| 1.00000| 1.00 | |DOL | | ------------------------------------------------------------------------------- |455.0605 Tack Coat | | | 0430| | 4.000| | | |GAL | . | . ------------------------------------------------------------------------------- |460.2000 Incentive | | | 0440|Density HMA Pavement | 350.000| 1.00000| 350.00 | |DOL | | ------------------------------------------------------------------------------- |460.5224 HMA Pavement 4 | | | 0450|LT 58-28 S | 546.000| | | |TON | . | . ------------------------------------------------------------------------------- |465.0315 Asphaltic | | | 0460|Flumes | 17.000| | | |SY | . | . ------------------------------------------------------------------------------- |465.0400 Asphaltic | | | 0470|Shoulder Rumble Strips | 2,521.000| | |**P** |LF | . | . ------------------------------------------------------------------------------- |501.1000.S Ice Hot | | | 0480|Weather Concreting | 245,956.000| | | |LB | . | . ------------------------------------------------------------------------------- |502.1100 Concrete | | | 0490|Masonry Seal **P** | 739.000| | | |CY | . | . ------------------------------------------------------------------------------- |502.3100 Expansion | | | 0500|Device (structure) 700. |LUMP |LUMP | |B-70-406 | | | . ------------------------------------------------------------------------------- |502.3100 Expansion | | | 0510|Device (structure) 701. |LUMP |LUMP | |B-70-401 | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 6 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |502.3110.S Expansion | | | 0520|Device Modular |LUMP |LUMP | |(structure) 700. | | | |B-70-61 | | | . ------------------------------------------------------------------------------- |502.3110.S Expansion | | | 0530|Device Modular |LUMP |LUMP | |(structure) 701. | | | |B-70-401 | | | . ------------------------------------------------------------------------------- |502.3110.S Expansion | | | 0540|Device Modular |LUMP |LUMP | |(structure) 702. | | | |B-70-405 | | | . ------------------------------------------------------------------------------- |502.3200 Protective | | | 0550|Surface Treatment **P** | 48,639.000| | | |SY | . | . ------------------------------------------------------------------------------- |502.3210 Pigmented | | | 0560|Surface Sealer | 10,110.000| | | |SY | . | . ------------------------------------------------------------------------------- |502.5005 Masonry Anchors | | | 0570|Type L No. 5 Bars **P** | 240.000| | | |EACH | . | . ------------------------------------------------------------------------------- |503.0146 Prestressed | | | 0580|Girder Type I 45W-Inch | 7,495.000| | |**P** |LF | . | . ------------------------------------------------------------------------------- |503.0155 Prestressed | | | 0590|Girder Type I 54W-Inch | 5,276.000| | |**P** |LF | . | . ------------------------------------------------------------------------------- |503.0172 Prestressed | | | 0600|Girder Type I 72W-Inch | 9,998.000| | |**P** |LF | . | . ------------------------------------------------------------------------------- |505.0400 Bar Steel | | | 0610|Reinforcement HS | 918,310.000| | |Structures |LB | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 7 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |505.0600 Bar Steel | | | 0620|Reinforcement HS Coated | 5,730,250 | | |Structures |LB | . | . ------------------------------------------------------------------------------- |505.0800.S Bar Steel | | | 0630|Reinforcement HS | 3,380.000| | |Stainless Structures |LB | . | . ------------------------------------------------------------------------------- |506.0605 Structural | | | 0640|Steel HS | 8,133,557 | | | |LB | . | . ------------------------------------------------------------------------------- |506.2605 Bearing Pads | | | 0650|Elastomeric | 143.000| | |Non-Laminated **P** |EACH | . | . ------------------------------------------------------------------------------- |506.2610 Bearing Pads | | | 0660|Elastomeric Laminated | 117.000| | |**P** |EACH | . | . ------------------------------------------------------------------------------- |506.3020 Welded Stud | | | 0670|Shear Connectors | 29,082.000| | |7/8x7-Inch **P** |EACH | . | . ------------------------------------------------------------------------------- |506.3025 Welded Stud | | | 0680|Shear Connectors | 19,329.000| | |7/8x8-Inch **P** |EACH | . | . ------------------------------------------------------------------------------- |506.4000 Steel | | | 0690|Diaphragms (structure) | 92.000| | |700. B-70-61 **P** |EACH | . | . ------------------------------------------------------------------------------- |506.4000 Steel | | | 0700|Diaphragms (structure) | 175.000| | |701. B-70-401 **P** |EACH | . | . ------------------------------------------------------------------------------- |506.4000 Steel | | | 0710|Diaphragms (structure) | 72.000| | |702. B-70-406 **P** |EACH | . | . ------------------------------------------------------------------------------- |506.5000 Bearing | | | 0720|Assemblies Fixed | 15.000| | |(structure) 700. |EACH | | |B-70-61 **P** | | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 8 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |506.6000 Bearing | | | 0730|Assemblies Expansion | 94.000| | |(structure) 700. |EACH | | |B-70-61 **P** | | . | . ------------------------------------------------------------------------------- |506.6000 Bearing | | | 0740|Assemblies Expansion | 60.000| | |(structure) 701. |EACH | | |B-70-406 **P** | | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0750|Shoring (structure) 700.| 3,876.000| | |B-70-401 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0760|Shoring (structure) 701.| 1,640.000| | |B-70-406 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0770|Shoring (structure) 702.| 2,386.000| | |B-70-405 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0780|Shoring (structure) 704.| 861.000| | |B-70-407 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0790|Shoring (structure) 705.| 600.000| | |B-70-409 |SF | . | . ------------------------------------------------------------------------------- |511.1300 Temporary | | | 0800|Shoring (location) 001. | 2,916.000| | |Toe Trench |SF | . | . ------------------------------------------------------------------------------- |514.0445 Floor Drains | | | 0810|Type GC | 46.000| | | |EACH | . | . ------------------------------------------------------------------------------- |514.0450 Floor Drains | | | 0820|Type WF | 20.000| | | |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 9 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |514.2608 Downspout | | | 0830|8-Inch **P** | 553.000| | | |LF | . | . ------------------------------------------------------------------------------- |514.2625 Downspout | | | 0840|6-Inch **P** | 859.000| | | |LF | . | . ------------------------------------------------------------------------------- |516.0500 Rubberized | | | 0850|Membrane Waterproofing | 78.000| | |**P** |SY | . | . ------------------------------------------------------------------------------- |517.0600 Painting Epoxy | | | 0860|System (structure) 700. |LUMP |LUMP | |B-70-61 | | | . ------------------------------------------------------------------------------- |517.0600 Painting Epoxy | | | 0870|System (structure) 701. |LUMP |LUMP | |B-70-405 | | | . ------------------------------------------------------------------------------- |517.0900.S Preparation | | | 0880|and Coating of Top |LUMP |LUMP | |Flanges (structure) 700. | | | |B-70-61 | | | . ------------------------------------------------------------------------------- |517.1010.S Concrete | | | 0890|Staining (structure) | 40,170.000| | |700. B-70-61 **P** |SF | . | . ------------------------------------------------------------------------------- |517.1010.S Concrete | | | 0900|Staining (structure) | 76,175.000| | |701. B-70-401 **P** |SF | . | . ------------------------------------------------------------------------------- |517.1010.S Concrete | | | 0910|Staining (structure) | 41,385.000| | |702. B-70-406 **P** |SF | . | . ------------------------------------------------------------------------------- |517.1010.S Concrete | | | 0920|Staining (structure) | 62,665.000| | |703. B-70-405 **P** |SF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 10 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |517.1050.S Architectural | | | 0930|Surface Treatment | 8,940.000| | |(structure) 700. |SF | | |B-70-61 **P** | | . | . ------------------------------------------------------------------------------- |517.1050.S Architectural | | | 0940|Surface Treatment | 7,370.000| | |(structure) 701. |SF | | |B-70-401 **P** | | . | . ------------------------------------------------------------------------------- |517.1050.S Architectural | | | 0950|Surface Treatment | 4,280.000| | |(structure) 702. |SF | | |B-70-406 **P** | | . | . ------------------------------------------------------------------------------- |517.1050.S Architectural | | | 0960|Surface Treatment | 9,870.000| | |(structure) 703. |SF | | |B-70-405 **P** | | . | . ------------------------------------------------------------------------------- |517.1800.S Structure | | | 0970|Repainting Recycled |LUMP |LUMP | |Abrasive (structure) | | | |700. B-70-61 | | | . ------------------------------------------------------------------------------- |517.4500.S Negative | | | 0980|Pressure Containment and |LUMP |LUMP | |Collection of Waste | | | |Materials (structure) | | | |700. B-70-61 | | | . ------------------------------------------------------------------------------- |517.6001.S Portable | | | 0990|Decontamination Facility | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |520.8000 Concrete | | | 1000|Collars for Pipe | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |521.1012 Apron Endwalls | | | 1010|for Culvert Pipe Steel | 2.000| | |12-Inch |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 11 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |522.0324 Culvert Pipe | | | 1020|Reinforced Concrete | 46.000| | |Class IV 24-Inch |LF | . | . ------------------------------------------------------------------------------- |522.0330 Culvert Pipe | | | 1030|Reinforced Concrete | 66.000| | |Class IV 30-Inch |LF | . | . ------------------------------------------------------------------------------- |522.0530 Culvert Pipe | | | 1040|Reinforced Concrete | 70.000| | |Class V 30-Inch |LF | . | . ------------------------------------------------------------------------------- |522.1024 Apron Endwalls | | | 1050|for Culvert Pipe | 2.000| | |Reinforced Concrete |EACH | | |24-Inch | | . | . ------------------------------------------------------------------------------- |522.1030 Apron Endwalls | | | 1060|for Culvert Pipe | 3.000| | |Reinforced Concrete |EACH | | |30-Inch | | . | . ------------------------------------------------------------------------------- |523.0424 Culvert Pipe | | | 1070|Reinforced Concrete | 55.000| | |Horizontal Elliptical |LF | | |Class HE-IV 24x38-Inch | | . | . ------------------------------------------------------------------------------- |523.0524 Apron Endwalls | | | 1080|for Culvert Pipe | 2.000| | |Reinforced Concrete |EACH | | |Horizontal Elliptical | | | |24x38-Inch | | . | . ------------------------------------------------------------------------------- |550.0020 Pre-Boring Rock | | | 1090|or Consolidated | 9,012.000| | |Materials |LF | . | . ------------------------------------------------------------------------------- |550.0500 Pile Points | | | 1100| | 1,267.000| | | |EACH | . | . ------------------------------------------------------------------------------- |550.1120 Piling Steel HP | | | 1110|12-Inch X 53 Lb | 5,928.000| | | |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 12 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |550.1140 Piling Steel HP | | | 1120|14-Inch X 73 Lb | 41,962.000| | | |LF | . | . ------------------------------------------------------------------------------- |603.1156 Concrete | | | 1130|Barrier Type S56 **P** | 298.000| | | |LF | . | . ------------------------------------------------------------------------------- |604.0600 Slope Paving | | | 1140|Select Crushed Material | 4,634.000| | |**P** |SY | . | . ------------------------------------------------------------------------------- |606.0200 Riprap Medium | | | 1150| | 75.000| | | |CY | . | . ------------------------------------------------------------------------------- |606.0300 Riprap Heavy | | | 1160| | 1,372.000| | | |CY | . | . ------------------------------------------------------------------------------- |611.0627 Inlet Covers | | | 1170|Type HM | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.0654 Inlet Covers | | | 1180|Type V | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.3220 Inlets 2x2-FT | | | 1190| | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |612.0212 Pipe Underdrain | | | 1200|Unperforated 12-Inch | 173.000| | | |LF | . | . ------------------------------------------------------------------------------- |612.0406 Pipe Underdrain | | | 1210|Wrapped 6-Inch | 382.000| | | |LF | . | . ------------------------------------------------------------------------------- |614.0150 Anchor | | | 1220|Assemblies for Steel | 3.000| | |Plate Beam Guard |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 13 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |614.0397 Guardrail Mow | | | 1230|Strip Emulsified Asphalt | 232.000| | | |SY | . | . ------------------------------------------------------------------------------- |614.2300 MGS Guardrail 3 | | | 1240| | 767.000| | | |LF | . | . ------------------------------------------------------------------------------- |614.2500 MGS Thrie Beam | | | 1250|Transition | 195.000| | | |LF | . | . ------------------------------------------------------------------------------- |614.2610 MGS Guardrail | | | 1260|Terminal EAT | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |614.2620 MGS Guardrail | | | 1270|Terminal Type 2 | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |616.0700.S Fence Safety | | | 1280| | 2,000.000| | | |LF | . | . ------------------------------------------------------------------------------- |618.0100 Maintenance And | | | 1290|Repair of Haul Roads | 1.000| | |(project) 001. |EACH | | |1517-07-77 | | . | . ------------------------------------------------------------------------------- |619.1000 Mobilization | | | 1300| | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |624.0100 Water | | | 1310| | 762.000| | | |MGAL | . | . ------------------------------------------------------------------------------- |625.0500 Salvaged | | | 1330|Topsoil | 62,798.000| | | |SY | . | . ------------------------------------------------------------------------------- |627.0200 Mulching | | | 1340| | 38,094.000| | | |SY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 14 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |628.1504 Silt Fence | | | 1350| | 4,208.000| | | |LF | . | . ------------------------------------------------------------------------------- |628.1520 Silt Fence | | | 1360|Maintenance | 4,208.000| | | |LF | . | . ------------------------------------------------------------------------------- |628.1905 Mobilizations | | | 1370|Erosion Control | 18.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.1910 Mobilizations | | | 1380|Emergency Erosion | 11.000| | |Control |EACH | . | . ------------------------------------------------------------------------------- |628.2002 Erosion Mat | | | 1390|Class I Type A | 25,455.000| | | |SY | . | . ------------------------------------------------------------------------------- |628.2004 Erosion Mat | | | 1400|Class I Type B | 10,448.000| | | |SY | . | . ------------------------------------------------------------------------------- |628.6005 Turbidity | | | 1410|Barriers | 440.000| | | |SY | . | . ------------------------------------------------------------------------------- |628.7005 Inlet | | | 1420|Protection Type A | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7010 Inlet | | | 1430|Protection Type B | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7020 Inlet | | | 1440|Protection Type D | 13.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7504 Temporary Ditch | | | 1450|Checks | 545.000| | | |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 15 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |628.7555 Culvert Pipe | | | 1460|Checks | 98.000| | | |EACH | . | . ------------------------------------------------------------------------------- |629.0210 Fertilizer Type | | | 1470|B | 38.900| | | |CWT | . | . ------------------------------------------------------------------------------- |630.0120 Seeding Mixture | | | 1480|No. 20 | 1,696.000| | | |LB | . | . ------------------------------------------------------------------------------- |630.0200 Seeding | | | 1490|Temporary | 1,543.000| | | |LB | . | . ------------------------------------------------------------------------------- |631.1100 Sod Erosion | | | 1500|Control | 40.000| | | |SY | . | . ------------------------------------------------------------------------------- |633.0500 Delineator | | | 1510|Reflectors | 42.000| | | |EACH | . | . ------------------------------------------------------------------------------- |633.1000 Delineator | | | 1520|Brackets | 42.000| | | |EACH | . | . ------------------------------------------------------------------------------- |633.5200 Markers Culvert | | | 1530|End | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |634.0618 Posts Wood | | | 1540|4x6-Inch X 18-FT | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |634.0808 Posts Tubular | | | 1550|Steel 2x2-Inch X 8-FT | 9.000| | | |EACH | . | . ------------------------------------------------------------------------------- |635.0200 Sign Supports | | | 1560|Structural Steel HS | 534.000| | | |LB | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 16 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |636.0100 Sign Supports | | | 1570|Concrete Masonry | 1.200| | | |CY | . | . ------------------------------------------------------------------------------- |636.0500 Sign Supports | | | 1580|Steel Reinforcement | 68.000| | | |LB | . | . ------------------------------------------------------------------------------- |637.1220 Signs Type I | | | 1590|Reflective SH | 2,792.000| | | |SF | . | . ------------------------------------------------------------------------------- |637.2210 Signs Type II | | | 1600|Reflective H | 174.000| | | |SF | . | . ------------------------------------------------------------------------------- |637.2230 Signs Type II | | | 1610|Reflective F | 113.000| | | |SF | . | . ------------------------------------------------------------------------------- |638.2601 Removing Signs | | | 1620|Type I | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.2602 Removing Signs | | | 1630|Type II | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.3000 Removing Small | | | 1640|Sign Supports | 9.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.3100 Removing | | | 1650|Structural Steel Sign | 2.000| | |Supports |EACH | . | . ------------------------------------------------------------------------------- |641.5100 Sign Bridge | | | 1660|Structure Mounted |LUMP |LUMP | |(structure) 700. | | | |S-70-206 | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 17 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |641.5100 Sign Bridge | | | 1670|Structure Mounted |LUMP |LUMP | |(structure) 701. | | | |S-70-209 | | | . ------------------------------------------------------------------------------- |641.5100 Sign Bridge | | | 1680|Structure Mounted |LUMP |LUMP | |(structure) 702. | | | |S-70-254 | | | . ------------------------------------------------------------------------------- |642.5401 Field Office | | | 1690|Type D | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |643.0200 Traffic Control | | | 1700|Surveillance and | 719.000| | |Maintenance (project) |DAY | | |001. 1517-07-77 | | . | . ------------------------------------------------------------------------------- |643.0300 Traffic Control | | | 1710|Drums | 10,220.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0420 Traffic Control | | | 1720|Barricades Type III | 596.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0705 Traffic Control | | | 1730|Warning Lights Type A | 1,022.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0715 Traffic Control | | | 1740|Warning Lights Type C | 3,070.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0800 Traffic Control | | | 1750|Arrow Boards | 350.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0900 Traffic Control | | | 1760|Signs | 11,780.000| | | |DAY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 18 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |643.0910 Traffic Control | | | 1770|Covering Signs Type I | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |643.0920 Traffic Control | | | 1780|Covering Signs Type II | 9.000| | | |EACH | . | . ------------------------------------------------------------------------------- |643.1000 Traffic Control | | | 1790|Signs Fixed Message | 95.000| | | |SF | . | . ------------------------------------------------------------------------------- |643.1050 Traffic Control | | | 1800|Signs PCMS | 1,539.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.2000 Traffic Control | | | 1810|Detour (project) 001. | 1.000| | |1517-07-77 |EACH | . | . ------------------------------------------------------------------------------- |643.3000 Traffic Control | | | 1820|Detour Signs | 33,110.000| | | |DAY | . | . ------------------------------------------------------------------------------- |645.0120 Geotextile Type | | | 1830|HR **P** | 2,428.000| | | |SY | . | . ------------------------------------------------------------------------------- |649.0403 Temporary | | | 1840|Pavement Marking Epoxy | 30,781.000| | |4-Inch |LF | . | . ------------------------------------------------------------------------------- |649.0803 Temporary | | | 1850|Pavement Marking Epoxy | 2,930.000| | |8-Inch |LF | . | . ------------------------------------------------------------------------------- |652.0125 Conduit Rigid | | | 1870|Metallic 2-Inch **P** | 500.000| | | |LF | . | . ------------------------------------------------------------------------------- |652.0225 Conduit Rigid | | | 1880|Nonmetallic Schedule 40 | 10,014.000| | |2-Inch **P** |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 19 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |652.0235 Conduit Rigid | | | 1890|Nonmetallic Schedule 40 | 585.000| | |3-Inch **P** |LF | . | . ------------------------------------------------------------------------------- |652.0405 Conduit | | | 1900|Reinforced Thermosetting | 408.000| | |Resin 2-Inch **P** |LF | . | . ------------------------------------------------------------------------------- |653.0145 Pull Boxes | | | 1910|Steel 24x48-Inch | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |653.0220 Junction Boxes | | | 1920|18x6x6-Inch | 32.000| | | |EACH | . | . ------------------------------------------------------------------------------- |653.0222 Junction Boxes | | | 1930|18x12x6-Inch | 36.000| | | |EACH | . | . ------------------------------------------------------------------------------- |654.0107 Concrete Bases | | | 1940|Type 7 | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |655.0620 Electrical Wire | | | 1950|Lighting 8 AWG **P** | 1,975.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0625 Electrical Wire | | | 1960|Lighting 6 AWG **P** | 5,925.000| | | |LF | . | . ------------------------------------------------------------------------------- |657.6005.S Anchor | | | 1970|Assemblies Light Poles | 29.000| | |on Structures |EACH | . | . ------------------------------------------------------------------------------- |672.0250 Base Camera | | | 1980|Pole 50-FT | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |674.0300 Remove Cable | | | 1990| | 7,900.000| | | |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 20 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |677.0100 Install Camera | | | 2000|Pole | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |690.0150 Sawing Asphalt | | | 2010| | 90.000| | | |LF | . | . ------------------------------------------------------------------------------- |690.0250 Sawing Concrete | | | 2020| | 3,482.000| | | |LF | . | . ------------------------------------------------------------------------------- |715.0415 Incentive | | | 2030|Strength Concrete | 500.000| 1.00000| 500.00 |Pavement |DOL | | ------------------------------------------------------------------------------- |715.0502 Incentive | | | 2040|Strength Concrete | 500.000| 1.00000| 500.00 |Structures |DOL | | ------------------------------------------------------------------------------- |801.0117 Railroad | | | 2050|Flagging Reimbursment | 227,200.000| 1.00000| 227200.00 | |DOL | | ------------------------------------------------------------------------------- |ASP.1T0A On-the-Job | | | 2060|Training Apprentice at | 2,100.000| 5.00000| 10500.00 |$5.00/HR |HRS | | ------------------------------------------------------------------------------- |ASP.1T0G On-the-Job | | | 2070|Training Graduate at $5. | 5,760.000| 5.00000| 28800.00 |00/HR |HRS | | ------------------------------------------------------------------------------- |SPV.0035 Special 001. | | | 2080|Roadway Embankment | 125,979.000| | | |CY | . | . ------------------------------------------------------------------------------- |SPV.0035 Special 002. | | | 2090|Removing Existing | 4,684.000| | |Concrete Rubble |CY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 21 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0035 Special 700. | | | 2100|Modified High | 32,794.100| | |Performance Concrete |CY | | |(HPC) Masonry Bridges | | . | . ------------------------------------------------------------------------------- |SPV.0035 Special 701. | | | 2110|Excavation, Hauling and | 291.000| | |Disposing of |CY | | |Contaminated Sediment | | . | . ------------------------------------------------------------------------------- |SPV.0045 Special 001. | | | 2120|PCMS Remote | 602.000| | |Communications |DAY | . | . ------------------------------------------------------------------------------- |SPV.0045 Special 200. | | | 2130|Maintain Traffic Control | 36,599.000| | |Warning Lights Type C |DAY | | |Left In Place | | . | . ------------------------------------------------------------------------------- |SPV.0045 Special 201. | | | 2140|Maintain Traffic Control | 28,315.000| | |Signs Left In Place |DAY | . | . ------------------------------------------------------------------------------- |SPV.0045 Special 202. | | | 2150|Maintain Traffic Control | 153,698.000| | |Drums Left In Place |DAY | . | . ------------------------------------------------------------------------------- |SPV.0045 Special 203. | | | 2160|Maintain Traffic Control | 8,582.000| | |Barricades Type III Left |DAY | | |In Place | | . | . ------------------------------------------------------------------------------- |SPV.0045 Special 204. | | | 2170|Maintain Traffic Control | 9,744.000| | |Warning Lights Type A |DAY | | |Left In Place | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 001. | | | 2180|CPM Baseline Schedule | 1.000| | | |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 22 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0060 Special 002. | | | 2190|CPM Schedule Monthly | 22.000| | |Updates |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 200. | | | 2200|Maintain Crash Cushion | 19.000| | |Temporary Left In Place |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 351. | | | 2220|Concrete Bases Type 7 | 2.000| | |Median |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 352. | | | 2230|Pull Box Non-Conductive | 4.000| | |24X42-Inch |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 400. | | | 2240|Remove and Relocate | 1.000| | |Camera Assembly |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 401. | | | 2250|Remove and Relocate | 1.000| | |Ethernet Switch |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 402. | | | 2260|Remove and Relocate | 1.000| | |Video Encoder |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 403. | | | 2270|Remove and Relocate | 4.000| | |Radio Link |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 404. | | | 2280|Remove Wood Pole | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 405. | | | 2290|Remove and Relocate Pole | 1.000| | |Mounted Cabinet |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 700. | | | 2300|Anchor Assemblies Sign | 12.000| | |Bridge On Structures |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 23 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0060 Special 701. | | | 2310|Structural Steel Repair | 42.000| | |at Cross Frames B-70-61 |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 702. | | | 2320|Structural Steel Repair | 24.000| | |at Shelf Plate B-70-61 |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 703. | | | 2330|Existing Structure | 1.000| | |Shoring |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 704. | | | 2340|Cleaning and Painting | 77.000| | |Bearings |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 705. | | | 2350|Hanger Assembly | 7.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 706. | | | 2360|Bearings High-Load | 50.000| | |Multi-Rotational Guided |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 707. | | | 2370|Bearings High-Load | 25.000| | |Multi-Rotational Fixed |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 708. | | | 2380|Stand Pipe System | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0075 Special 001. | | | 2390|Street Sweeping | 24.000| | | |HRS | . | . ------------------------------------------------------------------------------- |SPV.0090 Special 001. | | | 2400|Concrete Curb and Gutter | 958.000| | |6-Inch Sloped 60-Inch |LF | | |Type A Full Depth **P** | | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 24 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0090 Special 200. | | | 2410|Manitain Concrete | 27,310.000| | |Barrier Temporary |LF | | |Precast Left In Place | | . | . ------------------------------------------------------------------------------- |SPV.0090 Special 201. | | | 2420|Concrete Barrier | 2,800.000| | |Temporary Precast Left |LF | | |In Place | | . | . ------------------------------------------------------------------------------- |SPV.0105 Special 001. | | | 2440|Survey Project ID |LUMP |LUMP | |1517-07-77 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 002. | | | 2450|Temporary Haul Road |LUMP |LUMP | |Access For Structure | | | |Construction | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 350. | | | 2460|Navigation Lighting |LUMP |LUMP | |B-70-61 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 700. | | | 2470|Temporary Causeway |LUMP |LUMP | | | | | . ------------------------------------------------------------------------------- |SPV.0120 Special 150. | | | 2480|Water For Seeded Areas | 1,836.000| | | |MGAL | . | . ------------------------------------------------------------------------------- |SPV.0165 Special 700. | | | 2490|Abutment Backwall Soil | 465.000| | |Reinforcement **P** |SF | . | . ------------------------------------------------------------------------------- |SPV.0180 Special 001. | | | 2500|Modified High | 3,820.000| | |Performance Concrete |SY | | |(HPC) Pavement 10-Inch | | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 25 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0180 Special 002. | | | 2510|Modified High | 3,089.000| | |Performance Concrete |SY | | |(HPC) Pavement 11-Inch | | . | . ------------------------------------------------------------------------------- |603.1132 Concrete | | | 2520|Barrier Type S32 | 246.000| | | |LF | . | . ------------------------------------------------------------------------------- |603.3513 Concrete | | | 2530|Barrier Transition Type | 1.000| | |S32 to S36 |EACH | . | . ------------------------------------------------------------------------------- |603.3535 Concrete | | | 2540|Barrier Transition Type | 1.000| | |S36 to S42 |EACH | . | . ------------------------------------------------------------------------------- |603.3559 Concrete | | | 2550|Barrier Transition Type | 2.000| | |S42 to S56 |EACH | . | . ------------------------------------------------------------------------------- |603.8000 Concrete | | | 2560|Barrier Temporary | 2,800.000| | |Precast Delivered |LF | . | . ------------------------------------------------------------------------------- |603.8125 Concrete | | | 2570|Barrier Temporary | 2,800.000| | |Precast Installed |LF | . | . ------------------------------------------------------------------------------- |614.0905 Crash Cushions | | | 2580|Temporary | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 201. | | | 2590|Traffic Control | 29.000| | |Close-Open Freeway Ramp |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 202. | | | 2600|Repositioning Traffic | 60.000| | |Control Devices For |EACH | | |Mainline Closures | | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 26 DATE: 07/06/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160712001 1517-07-77 WISC 2016229 CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0060 Special 203. | | | 2610|Crash Cushion Temporary | 2.000| | |Left In Place |EACH | . | . ------------------------------------------------------------------------------- |603.1142 Concrete | | | 2620|Barrier Type S42 | 25.000| | | |LF | . | . ------------------------------------------------------------------------------- |671.0222 Conduit HDPE | | | 2630|Directional Bore 2-Duct | 80.000| | |2-Inch **P** |LF | . | . ------------------------------------------------------------------------------- |SPV.0035 Special 702. | | | 2640|Repair of Engineered | 3,120.000| | |Sediment Cap |CY | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 709. | | | 2650|Junction Boxes | 3.000| | |Fiberglass 18x12x6-Inch |EACH | . | . ------------------------------------------------------------------------------- |SPV.0105 Special 701. | | | 2660|Protection of Engineered |LUMP |LUMP | |Sediment Cap | | | . ------------------------------------------------------------------------------- | | | SECTION 0001 TOTAL | . ------------------------------------------------------------------------------- | | | TOTAL BID | . -------------------------------------------------------------------------------

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