Wisconsin Department of Transportation...2016/05/10 · Conduct and document pre-blast and post-blast surveys of any nearby buildings or structures as required by the scaled-distance

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

May 3, 2016 NOTICE TO ALL CONTRACTORS: Proposal #58: 1517-07-74

USH 10 – USH 10/STH 441 County CB – Oneida Street I-41 (STH 441 - CTH II) USH 10 Winnebago County

Letting of May 10, 2016 This is Addendum No. 04, which provides for the following: Special Provisions

Revised Special Provisions Article

No. Description

2.1 Prosecution and Progress

Added Special Provisions Article

No. Description

10.5 General Requirements for Blasting Rock.

Deleted Special Provisions Article

No. Description

7.3 Hauling Restrictions Schedule of Items

Revised Bid Item Quantities

Bid Item Item Description Unit Old Quantity

Revised Quantity

Proposal Total

204.0100 Removing Pavement SY 28,327 64 28,391 205.0100 Excavation Common CY 88,711 -15,000 73,711 415.0070 Concrete Pavement 7-Inch SY 289 288 577 416.0610 Drilled Tie Bars EACH 5,371 16 5,387 416.0620 Drilled Dowel Bars EACH 287 80 367

608.0315 Storm Sewer Pipe Reinforced Concrete Class III 15-Inch

LF 327 120 447


LF 3,046 2,329 5,375


LF 1,267 1,129 2,396

611.0410 Reconstructing Catch Basins EACH 1 1 2 611.8115 Adjusting Inlet Covers EACH 5 1 6 625.0100 Topsoil SY 59,788 11,475 71,263 625.0500 Salvaged Topsoil SY 19,975 3,825 23,800 627.0200 Mulching SY 79,613 15,287 94,900 629.0210 Fertilizer Type B CWT 63 10 73 630.0120 Seeding Mixture No. 20 LB 2,105 414 2,519 630.0200 Seeding Temporary LB 2,144 414 2,558 643.0300 Traffic Control Drums Days 44,707 3,846 48,553 643.0420 Traffic Control Barricades Type III Days 1,946 97 2,043 643.0715 Traffic Control Warning Lights Type C Days 5,343 232 5,575 643.0800 Traffic Control Arrow Broads Days 493 26 519 643.0900 Traffic Control Signs Days 13,880 1,048 14,928 652.0800 Conduit Loop Detector LF 140 170 310 655.0700 Loop Detector Lead In Cable LF 450 80 530 655.0800 Loop Detector Wire LF 460 510 970 690.0250 Sawing Concrete LF 13,685 144 13,829

SPV.0060.201 Repositioning Traffic Control Devices for Mainline Closures

EACH 68 10 78

SPV.0120.001 Water for Seeded Areas MGAL 1,786 342 2,128 SPV.0180.001 Removing Rumble Strips SY 2,720 1,355 4,075

Added Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

416.1710 Concrete Pavement Repair SY 0 64 64

608.0312 Storm Sewer Pip Reinforced Concrete Class III 12-Inch

LF 0

35 35

611.0420 Reconstructing Manholes EACH 0 1 1 653.0105 Pull boxes Steel 12x24 Inch EACH 0 2 2

Plan Sheets

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

37 Construction Details (change removing rumble strips to 36” wide Mill) 140A Storm Sewer (Added reconstructing inlets call out) 187B Traffic Signal (updated plan loop detection) 187C Traffic Signal (updated plan loop detection) 187D Traffic Signal (updated plan loop detection) 268 Miscellaneous Quantities (updated removing rumble strip quantities) 269 Miscellaneous Quantities (Added quantities for loop 21 & 61 pavement removal) 270 Miscellaneous Quantities (Added adjusting storm sewer quantities) 271 Miscellaneous Quantities (Updated Earthwork) 273 Miscellaneous Quantities (Updated 7-Inch Pavement) 277 Miscellaneous Quantities (Added missing storm sewer quantities) 281 Miscellaneous Quantities (updated traffic control quantities) 283 Miscellaneous Quantities (updated landscaping quantities for Pond 6)

285 Miscellaneous Quantities (Added single lane and two lane closures for stage 3 for overlays)

290 Miscellaneous Quantities (Added quantities for loop 21 & 61 pavement repair) 301A Miscellaneous Quantities (Added quantities for pull boxes) 301B Miscellaneous Quantities (Added quantities for loop detection 317 Plan & Profile (removed note that referenced a wall that does not exist) 318 Plan & Profile (removed note that referenced a wall that does not exist)

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

277A Miscellaneous Quantities (Added in missing storm sewer quantities) 345E SDD – Loop Detector Installed in New Concrete Pavement Round CSCP Pullbox

345F SDD – Loop Detector Installed in Base Course with Pull (Splice) Box Off Roadway (Option 1)

Other

Revise the contract time for completion from May 31, 2017 to June 23, 2017 (an increase of 23 calendar days).

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. 04

1517-07-74

May 3, 2016

Special Provisions 2.1 Prosecution and Progress Replace paragraph under section titled Liquidated Damages with the following:

If the contractor fails to open four lanes of IH 41 SB, once IH 41 SB has been reduced to three lanes for B-70-131 superstructure construction, within 55 consecutive calendar days the department will assess the contractor $2,500 in interim liquidated damages for each calendar day over the deadline after 12:01 AM, after the 55th day. An entire calendar day will be charged for any period of time within a calendar day that the road remains closed beyond 12:01 AM for the remainder of the contract.

7.3 DELETED. 10.5 General Requirements for Blasting Rock. Add the following to standard spec 205.3.7:

Perform all blasting in compliance with the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43. Blasting Plan Submittal Not less than two weeks prior to commencing blasting operations, or at any time when changes to the drilling and blasting methods are proposed, submit a Blasting Plan to the engineer for review. The blasting plan shall contain full details of the drilling and blasting patterns and controls proposed for both the controlled and production blasting. Include the following minimum information in the blasting plan:

1. Station limits of proposed shot. 2. Plan and section views of proposed drill pattern including free face, burden, blasthole

spacing, blasthole diameters, blasthole angles, lift height, and subdrill depth. 3. Loading diagram showing type and amount of explosives, primers, initiators, and

location and depth of stemming. 4. Initiation sequence of blastholes including delay times and delay system. 5. Manufacturer’s data sheets for all explosives, primers, and initiators to be employed.

The blasting plan submittal is for quality control and record keeping purposes. Review of the blasting plan by the engineer does not relieve the contractor of responsibility for the accuracy and adequacy of the plan when implemented in the field. Safety Immediately notify the engineer of any incidents of fly rock, damage to any personal property, or existing roadway that is open to traffic, and any violations of the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43. Failure to do so shall be considered a safety violation under standard spec 107 and all work on the project may be stopped under standard spec 105.1(1). Notify the engineer of the station, location, and ‘size’ of all blasts at least one hour prior to the blast.

Observe the entire blast area for a minimum of five minutes following a blast to guard against rock or debris fall before commencing work in the area. The engineer has the authority to prohibit or halt the contractor’s blasting operations if it is apparent that through the methods being employed, the required slopes are not being obtained in a stable condition, the safety and convenience of the traveling public is being jeopardized, or vibration levels above the allowable levels occur. Condition Surveys Conduct and document pre-blast and post-blast surveys of any nearby buildings or structures as required by the scaled-distance equation specified in the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43. Make right of entry arrangements with the property owners for these condition surveys. Prior to any blasting, make the pre-blast survey records available to the engineer for review. After completion of blasting operations, perform a post-blast survey and make these records available to the engineer for review. The contractor shall be responsible for any damage resulting from blasting. These condition surveys shall consist of visually inspecting and recording all existing defects in the structures before and after blasting operations. Photographs and/or videotape may be used to assist in documentation. Submit a written report to the department detailing the visual and photographic investigation of potentially affected structures. This report will include copies of the pre-blast and post-blast surveys and discuss any discrepancies and findings of these surveys. If at any time during the progress of the work, the methods of drilling and blasting do not produce the desired result of a uniform slope and shear face, within the tolerances specified, drill, blast, and excavate in short sections, not exceeding 100 feet in length, until a technique is arrived at that will produce the desired results. Extra cost resulting from this requirement shall be borne by the contractor.

Vibration Control and Monitoring All vibration control and monitoring shall comply with Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43, Instrumentation and SPS 307.44, Control of Adverse Effects. Whenever there is a potential for vibration damage to adjacent buildings, structures, or utilities, monitor each blast with an approved seismograph located, as approved, between the blast area and the closest structure subject to blast damage, and as close as practical to the subject structure. Peak particle velocity shall not be allowed to exceed the safe limits of the nearest structure subject to vibration damage. A vibration specialist, approved by the engineer, shall perform vibration monitoring. The vibration specialist shall monitor vibration levels according to the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43 and interpret the seismograph records to ensure that the seismograph data shall be effectively utilized in the control of the blasting operations with respect to the existing structures and utilities. According to the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43 consult with the owner of any structure or utility not listed in SPS 307.43 to establish maximum allowable limits on ground vibrations. In no case shall these vibration limits exceed the following criteria:

Structure Type Maximum Peak Particle Velocity

(inches/second) Reinforced Concrete, Structures, Unoccupied 4.0 Steel Structures, Unoccupied 4.0 Buried Utilities 2.0

Wells and Aquifers 2.0 Green Concrete (Less than 7 days) 1.0

Furnish data recorded for each shot to the engineer prior to the next blast; the data shall include the following:

1. Identification of vibration monitoring instrument used. 2. Name of qualified observer and interpreter. 3. Distance and direction of recording station from blast area. 4. Type of ground at recording station and material on which the instrument is sitting. 5. Peak particle velocity and principal frequency in each component. 6. A dated and signed copy of records of seismograph readings. 7. A comparison of measured seismograph readings to maximum allowable readings identified

in the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43 or as specified in this special provision.

If the recorded vibration data exceeds the allowable levels established in the Wisconsin Administrative Code Department of Safety and Professional Services SPS 307.43 or as specified in this special provision, immediately halt blasting operations. Submit a revised blasting plan to the engineer and do not resume blasting operations until the engineer approves the revised plan. All costs associated with the work described herein shall be considered included in the bid item Excavation Rock. 205-050 (20141107)

Schedule of Items Attached, dated May 3, 2016, are the revised Schedule of Items Pages 1 – 33. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 37, 140A, 187B, 187C, 187D, 268, 269, 270, 271, 273, 277, 281, 283, 285, 290, 301A, 301B, 317, and 318 Added: 277A, 345E, and 345F

END OF ADDENDUM

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Addendum No. 04 ID 1517-07-74 Added Sheet 345F May 3, 2016

Wisconsin Department of Transportation PAGE: 1 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- SECTION 0001 ROADWAY ------------------------------------------------------------------------------- |201.0110 Clearing | | | 0010| | 16,790.000| | | |SY | . | . ------------------------------------------------------------------------------- |201.0120 Clearing | | | 0020| | 225.000| | | |ID | . | . ------------------------------------------------------------------------------- |201.0210 Grubbing | | | 0030| | 16,790.000| | | |SY | . | . ------------------------------------------------------------------------------- |201.0220 Grubbing | | | 0040| | 225.000| | | |ID | . | . ------------------------------------------------------------------------------- |203.0200 Removing Old | | | 0050|Structure (station) 001.|LUMP |LUMP | |STA 1255+25 | | | . ------------------------------------------------------------------------------- |203.0200 Removing Old | | | 0060|Structure (station) 002.|LUMP |LUMP | |STA 1267SB+50 | | | . ------------------------------------------------------------------------------- |203.0200 Removing Old | | | 0070|Structure (station) 003.|LUMP |LUMP | |STA 1267NB+00 | | | . ------------------------------------------------------------------------------- |203.0225.S Debris | | | 0080|Containment (structure) |LUMP |LUMP | |001. B-70-131 | | | . ------------------------------------------------------------------------------- |203.0225.S Debris | | | 0090|Containment (structure) |LUMP |LUMP | |002. B-70-132 | | | . ------------------------------------------------------------------------------- |204.0100 Removing | | | 0100|Pavement | 28,391.000| | | |SY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 2 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |204.0110 Removing | | | 0110|Asphaltic Surface | 8,262.000| | | |SY | . | . ------------------------------------------------------------------------------- |204.0150 Removing Curb & | | | 0120|Gutter | 1,391.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0155 Removing | | | 0130|Concrete Sidewalk | 132.000| | | |SY | . | . ------------------------------------------------------------------------------- |204.0157 Removing | | | 0140|Concrete Barrier | 1,430.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0165 Removing | | | 0150|Guardrail | 7,040.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0170 Removing Fence | | | 0160| | 7,319.000| | | |LF | . | . ------------------------------------------------------------------------------- |204.0180 Removing | | | 0170|Delineators and Markers | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |204.0220 Removing Inlets | | | 0180| | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |204.0245 Removing Storm | | | 0190|Sewer (size) 001. | 202.000| | |12-Inch- 18-Inch |LF | . | . ------------------------------------------------------------------------------- |204.0245 Removing Storm | | | 0200|Sewer (size) 002. | 14.000| | |21-Inch- 30 Inch |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 3 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |204.9060.S Removing | | | 0210|(item description) 001. | 2.000| | |Removing Concrete Apron |EACH | | |Endwall For Pipe | | | |Underdrain | | . | . ------------------------------------------------------------------------------- |204.9060.S Removing | | | 0220|(item description) 002. | 5.000| | |Removing Endwalls |EACH | . | . ------------------------------------------------------------------------------- |204.9105.S Removing | | | 0230|(item description) 003. |LUMP |LUMP | |Removing Sign Structure | | | |Base | | | . ------------------------------------------------------------------------------- |205.0100 Excavation | | | 0240|Common | 73,711.000| | | |CY | . | . ------------------------------------------------------------------------------- |205.0200 Excavation Rock | | | 0250| | 17,600.000| | | |CY | . | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0260|Structures Bridges |LUMP |LUMP | |(structure) 001. | | | |B-70-129 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0270|Structures Bridges |LUMP |LUMP | |(structure) 002. | | | |B-70-131 | | | . ------------------------------------------------------------------------------- |206.1000 Excavation for | | | 0280|Structures Bridges |LUMP |LUMP | |(structure) 003. | | | |B-70-132 | | | . ------------------------------------------------------------------------------- |210.0100 Backfill | | | 0290|Structure | 910.000| | | |CY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 4 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |213.0100 Finishing | | | 0300|Roadway (project) 001. | 1.000| | |1517-07-74 |EACH | . | . ------------------------------------------------------------------------------- |305.0110 Base Aggregate | | | 0310|Dense 3/4-Inch | 889.000| | | |TON | . | . ------------------------------------------------------------------------------- |305.0120 Base Aggregate | | | 0320|Dense 1 1/4-Inch | 23,917.000| | | |TON | . | . ------------------------------------------------------------------------------- |311.0110 Breaker Run | | | 0330| | 57,417.000| | | |TON | . | . ------------------------------------------------------------------------------- |320.0155 Concrete Base | | | 0340|9-Inch | 825.000| | | |SY | . | . ------------------------------------------------------------------------------- |415.0070 Concrete | | | 0350|Pavement 7-Inch | 577.000| | | |SY | . | . ------------------------------------------------------------------------------- |415.0090 Concrete | | | 0360|Pavement 9-Inch | 32.000| | | |SY | . | . ------------------------------------------------------------------------------- |416.0160 Concrete | | | 0390|Driveway 6-Inch | 146.000| | | |SY | . | . ------------------------------------------------------------------------------- |416.0610 Drilled Tie | | | 0400|Bars | 5,387.000| | | |EACH | . | . ------------------------------------------------------------------------------- |416.0620 Drilled Dowel | | | 0410|Bars | 367.000| | | |EACH | . | . ------------------------------------------------------------------------------- |416.1010 Concrete | | | 0420|Surface Drains | 2.000| | | |CY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 5 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |440.4410 Incentive IRI | | | 0430|Ride | 6,432.000| 1.00000| 6432.00 | |DOL | | ------------------------------------------------------------------------------- |455.0605 Tack Coat | | | 0440| | 260.000| | | |GAL | . | . ------------------------------------------------------------------------------- |460.2000 Incentive | | | 0450|Density HMA Pavement | 1,150.000| 1.00000| 1150.00 | |DOL | | ------------------------------------------------------------------------------- |460.6224 HMA Pavement 4 | | | 0460|MT 58-28 S | 2,189.000| | | |TON | . | . ------------------------------------------------------------------------------- |465.0120 Asphaltic | | | 0470|Surface Driveways and | 31.000| | |Field Entrances |TON | . | . ------------------------------------------------------------------------------- |465.0315 Asphaltic | | | 0480|Flumes | 18.000| | | |SY | . | . ------------------------------------------------------------------------------- |501.1000.S Ice Hot | | | 0490|Weather Concreting | 8,053.000| | | |LB | . | . ------------------------------------------------------------------------------- |502.3100 Expansion | | | 0500|Device (structure) 001. |LUMP |LUMP | |B-70-131 | | | . ------------------------------------------------------------------------------- |502.3100 Expansion | | | 0510|Device (structure) 002. |LUMP |LUMP | |B-70-132 | | | . ------------------------------------------------------------------------------- |502.3200 Protective | | | 0520|Surface Treatment | 522.000| | | |SY | . | . ------------------------------------------------------------------------------- |502.3210 Pigmented | | | 0530|Surface Sealer | 1,973.000| | | |SY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 6 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |502.5002 Masonry Anchors | | | 0540|Type L No. 4 Bars | 30.000| | | |EACH | . | . ------------------------------------------------------------------------------- |502.5010 Masonry Anchors | | | 0550|Type L No. 6 Bars | 118.000| | | |EACH | . | . ------------------------------------------------------------------------------- |502.5025 Masonry Anchors | | | 0560|Type L No. 9 Bars | 27.000| | | |EACH | . | . ------------------------------------------------------------------------------- |503.0155 Prestressed | | | 0570|Girder Type I 54W-Inch | 412.000| | | |LF | . | . ------------------------------------------------------------------------------- |504.0500 Concrete | | | 0580|Masonry Retaining Walls | 1,121.000| | | |CY | . | . ------------------------------------------------------------------------------- |505.0400 Bar Steel | | | 0590|Reinforcement HS | 6,380.000| | |Structures |LB | . | . ------------------------------------------------------------------------------- |505.0600 Bar Steel | | | 0600|Reinforcement HS Coated | 326,650.000| | |Structures |LB | . | . ------------------------------------------------------------------------------- |506.0605 Structural | | | 0610|Steel HS | 365,400.000| | | |LB | . | . ------------------------------------------------------------------------------- |506.2605 Bearing Pads | | | 0620|Elastomeric | 8.000| | |Non-Laminated |EACH | . | . ------------------------------------------------------------------------------- |506.3015 Welded Stud | | | 0630|Shear Connectors | 2,424.000| | |7/8x6-Inch |EACH | . | . ------------------------------------------------------------------------------- |506.4000 Steel | | | 0640|Diaphragms (structure) | 8.000| | |001. B-70-129 |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 7 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |506.5000 Bearing | | | 0650|Assemblies Fixed | 2.000| | |(structure) 001. |EACH | | |B-70-131 | | . | . ------------------------------------------------------------------------------- |506.5000 Bearing | | | 0660|Assemblies Fixed | 2.000| | |(structure) 002. |EACH | | |B-70-132 | | . | . ------------------------------------------------------------------------------- |506.6000 Bearing | | | 0670|Assemblies Expansion | 4.000| | |(structure) 001. |EACH | | |B-70-131 | | . | . ------------------------------------------------------------------------------- |506.6000 Bearing | | | 0680|Assemblies Expansion | 4.000| | |(structure) 002. |EACH | | |B-70-132 | | . | . ------------------------------------------------------------------------------- |509.5100.S Polymer | | | 0690|Overlay | 1,874.000| | | |SY | . | . ------------------------------------------------------------------------------- |511.1100 Temporary | | | 0700|Shoring | 7,600.000| | | |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0710|Shoring (structure) 001.| 912.000| | |B-70-129 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0720|Shoring (structure) 002.| 905.000| | |B-70-131 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0730|Shoring (structure) 003.| 360.000| | |S-70-202 |SF | . | . ------------------------------------------------------------------------------- |511.1200 Temporary | | | 0740|Shoring (structure) 004.| 700.000| | |B-70-132 |SF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 8 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |516.0500 Rubberized | | | 0750|Membrane Waterproofing | 129.000| | | |SY | . | . ------------------------------------------------------------------------------- |517.0600 Painting Epoxy | | | 0760|System (structure) 001. |LUMP |LUMP | |B-70-131 | | | . ------------------------------------------------------------------------------- |517.0600 Painting Epoxy | | | 0770|System (structure) 002. |LUMP |LUMP | |B-70-132 | | | . ------------------------------------------------------------------------------- |517.3000.S Structure | | | 0780|Overcoating Cleaning and |LUMP |LUMP | |Priming (structure) 001.| | | |B-70-131 | | | . ------------------------------------------------------------------------------- |517.3000.S Structure | | | 0790|Overcoating Cleaning and |LUMP |LUMP | |Priming (structure) 002.| | | |B-70-132 | | | . ------------------------------------------------------------------------------- |517.4000.S Containment | | | 0800|and Collection of Waste |LUMP |LUMP | |Materials (structure) | | | |001. B-70-131 | | | . ------------------------------------------------------------------------------- |517.4000.S Containment | | | 0810|and Collection of Waste |LUMP |LUMP | |Materials (structure) | | | |002. B-70-132 | | | . ------------------------------------------------------------------------------- |520.8000 Concrete | | | 0820|Collars for Pipe | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |522.1012 Apron Endwalls | | | 0830|for Culvert Pipe | 2.000| | |Reinforced Concrete |EACH | | |12-Inch | | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 9 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |522.1024 Apron Endwalls | | | 0840|for Culvert Pipe | 4.000| | |Reinforced Concrete |EACH | | |24-Inch | | . | . ------------------------------------------------------------------------------- |522.1030 Apron Endwalls | | | 0850|for Culvert Pipe | 5.000| | |Reinforced Concrete |EACH | | |30-Inch | | . | . ------------------------------------------------------------------------------- |522.1042 Apron Endwalls | | | 0860|for Culvert Pipe | 1.000| | |Reinforced Concrete |EACH | | |42-Inch | | . | . ------------------------------------------------------------------------------- |522.1054 Apron Endwalls | | | 0870|for Culvert Pipe | 1.000| | |Reinforced Concrete |EACH | | |54-Inch | | . | . ------------------------------------------------------------------------------- |550.0020 Pre-Boring Rock | | | 0880|or Consolidated | 211.000| | |Materials |LF | . | . ------------------------------------------------------------------------------- |550.0500 Pile Points | | | 0890| | 26.000| | | |EACH | . | . ------------------------------------------------------------------------------- |550.1100 Piling Steel HP | | | 0900|10-Inch X 42 Lb | 1,926.000| | | |LF | . | . ------------------------------------------------------------------------------- |601.0409 Concrete Curb & | | | 0910|Gutter 30-Inch Type A | 920.000| | | |LF | . | . ------------------------------------------------------------------------------- |601.0411 Concrete Curb & | | | 0920|Gutter 30-Inch Type D | 1,350.000| | | |LF | . | . ------------------------------------------------------------------------------- |601.0555 Concrete Curb & | | | 0930|Gutter 6-Inch Sloped | 2,234.000| | |36-Inch Type A |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 10 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |601.0557 Concrete Curb & | | | 0940|Gutter 6-Inch Sloped | 295.000| | |36-Inch Type D |LF | . | . ------------------------------------------------------------------------------- |602.0410 Concrete | | | 0950|Sidewalk 5-Inch | 2,395.000| | | |SF | . | . ------------------------------------------------------------------------------- |603.0105 Concrete | | | 0960|Barrier Single-Faced | 40.000| | |32-Inch |LF | . | . ------------------------------------------------------------------------------- |603.1132 Concrete | | | 0970|Barrier Type S32 | 1,343.000| | | |LF | . | . ------------------------------------------------------------------------------- |603.1142 Concrete | | | 0980|Barrier Type S42 | 8,285.000| | | |LF | . | . ------------------------------------------------------------------------------- |603.1442 Concrete | | | 0990|Barrier Type S42C | 1,507.000| | | |LF | . | . ------------------------------------------------------------------------------- |603.2156 Concrete | | | 1000|Barrier Fixed Object | 16.000| | |Protection Type S56 |LF | . | . ------------------------------------------------------------------------------- |603.3113 Concrete | | | 1010|Barrier Transition Type | 14.000| | |NJ32SF to S36 |EACH | . | . ------------------------------------------------------------------------------- |603.3513 Concrete | | | 1020|Barrier Transition Type | 2.000| | |S32 to S36 |EACH | . | . ------------------------------------------------------------------------------- |603.3535 Concrete | | | 1030|Barrier Transition Type | 16.000| | |S36 to S42 |EACH | . | . ------------------------------------------------------------------------------- |603.3559 Concrete | | | 1040|Barrier Transition Type | 3.000| | |S42 to S56 |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 11 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |603.8000 Concrete | | | 1050|Barrier Temporary | 22,610.000| | |Precast Delivered |LF | . | . ------------------------------------------------------------------------------- |603.8125 Concrete | | | 1060|Barrier Temporary | 24,410.000| | |Precast Installed |LF | . | . ------------------------------------------------------------------------------- |604.0400 Slope Paving | | | 1070|Concrete | 386.000| | | |SY | . | . ------------------------------------------------------------------------------- |604.0600 Slope Paving | | | 1080|Select Crushed Material | 317.000| | | |SY | . | . ------------------------------------------------------------------------------- |606.0200 Riprap Medium | | | 1090| | 994.000| | | |CY | . | . ------------------------------------------------------------------------------- |606.0300 Riprap Heavy | | | 1100| | 500.000| | | |CY | . | . ------------------------------------------------------------------------------- |608.0005 Storm Sewer | | | 1110|Rock Excavation | 2,726.000| | | |CY | . | . ------------------------------------------------------------------------------- |608.0315 Storm Sewer | | | 1120|Pipe Reinforced Concrete | 447.000| | |Class III 15-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0318 Storm Sewer | | | 1130|Pipe Reinforced Concrete | 39.000| | |Class III 18-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0324 Storm Sewer | | | 1140|Pipe Reinforced Concrete | 5,375.000| | |Class III 24-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0330 Storm Sewer | | | 1150|Pipe Reinforced Concrete | 2,396.000| | |Class III 30-Inch |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 12 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |608.0336 Storm Sewer | | | 1160|Pipe Reinforced Concrete | 405.000| | |Class III 36-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0342 Storm Sewer | | | 1170|Pipe Reinforced Concrete | 25.000| | |Class III 42-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0354 Storm Sewer | | | 1180|Pipe Reinforced Concrete | 590.000| | |Class III 54-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0430 Storm Sewer | | | 1190|Pipe Reinforced Concrete | 106.000| | |Class IV 30-Inch |LF | . | . ------------------------------------------------------------------------------- |608.0454 Storm Sewer | | | 1200|Pipe Reinforced Concrete | 559.000| | |Class IV 54-Inch |LF | . | . ------------------------------------------------------------------------------- |611.0430 Reconstructing | | | 1210|Inlets | 3.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.0530 Manhole Covers | | | 1220|Type J | 17.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.0535 Manhole Covers | | | 1230|Type J-Special | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.0624 Inlet Covers | | | 1240|Type H | 10.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.0627 Inlet Covers | | | 1250|Type HM | 3.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.0654 Inlet Covers | | | 1260|Type V | 39.000| | | |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 13 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |611.2005 Manholes 5-FT | | | 1270|Diameter | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.2006 Manholes 6-FT | | | 1280|Diameter | 22.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.2007 Manholes 7-FT | | | 1290|Diameter | 3.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.2008 Manholes 8-FT | | | 1300|Diameter | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.3004 Inlets 4-FT | | | 1310|Diameter | 29.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.3230 Inlets 2x3-FT | | | 1320| | 10.000| | | |EACH | . | . ------------------------------------------------------------------------------- |612.0106 Pipe Underdrain | | | 1330|6-Inch | 20.000| | | |LF | . | . ------------------------------------------------------------------------------- |612.0406 Pipe Underdrain | | | 1340|Wrapped 6-Inch | 3,429.000| | | |LF | . | . ------------------------------------------------------------------------------- |612.0806 Apron Endwalls | | | 1350|for Underdrain | 1.000| | |Reinforced Concrete |EACH | | |6-Inch | | . | . ------------------------------------------------------------------------------- |614.0397 Guardrail Mow | | | 1360|Strip Emulsified Asphalt | 242.000| | | |SY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 14 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |614.0805 Crash Cushions | | | 1370|Permanent Low | 1.000| | |Maintenance |EACH | . | . ------------------------------------------------------------------------------- |614.0905 Crash Cushions | | | 1380|Temporary | 20.000| | | |EACH | . | . ------------------------------------------------------------------------------- |614.1000 MGS Guardrail | | | 1390|Temporary | 927.000| | | |LF | . | . ------------------------------------------------------------------------------- |614.1200 MGS Guardrail | | | 1400|Temporary Terminal EAT | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |614.2300 MGS Guardrail 3 | | | 1410| | 113.000| | | |LF | . | . ------------------------------------------------------------------------------- |614.2500 MGS Thrie Beam | | | 1420|Transition | 160.000| | | |LF | . | . ------------------------------------------------------------------------------- |614.2610 MGS Guardrail | | | 1430|Terminal EAT | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |614.2620 MGS Guardrail | | | 1440|Terminal Type 2 | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |616.0206 Fence Chain | | | 1450|Link 6-FT | 5,755.000| | | |LF | . | . ------------------------------------------------------------------------------- |616.0700.S Fence Safety | | | 1460| | 10,000.000| | | |LF | . | . ------------------------------------------------------------------------------- |619.1000 Mobilization | | | 1470| | 1.000| | | |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 15 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |620.0300 Concrete Median | | | 1480|Sloped Nose | 114.000| | | |SF | . | . ------------------------------------------------------------------------------- |624.0100 Water | | | 1490| | 778.000| | | |MGAL | . | . ------------------------------------------------------------------------------- |625.0100 Topsoil | | | 1500| | 71,263.000| | | |SY | . | . ------------------------------------------------------------------------------- |625.0500 Salvaged | | | 1510|Topsoil | 23,800.000| | | |SY | . | . ------------------------------------------------------------------------------- |627.0200 Mulching | | | 1520| | 94,900.000| | | |SY | . | . ------------------------------------------------------------------------------- |628.1504 Silt Fence | | | 1530| | 1,995.000| | | |LF | . | . ------------------------------------------------------------------------------- |628.1520 Silt Fence | | | 1540|Maintenance | 1,995.000| | | |LF | . | . ------------------------------------------------------------------------------- |628.1905 Mobilizations | | | 1550|Erosion Control | 20.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.1910 Mobilizations | | | 1560|Emergency Erosion | 12.000| | |Control |EACH | . | . ------------------------------------------------------------------------------- |628.2002 Erosion Mat | | | 1570|Class I Type A | 77,630.000| | | |SY | . | . ------------------------------------------------------------------------------- |628.2006 Erosion Mat | | | 1580|Urban Class I Type A | 2,070.000| | | |SY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 16 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |628.7005 Inlet | | | 1590|Protection Type A | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7010 Inlet | | | 1600|Protection Type B | 54.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7015 Inlet | | | 1610|Protection Type C | 19.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7020 Inlet | | | 1620|Protection Type D | 13.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7504 Temporary Ditch | | | 1630|Checks | 520.000| | | |LF | . | . ------------------------------------------------------------------------------- |628.7555 Culvert Pipe | | | 1640|Checks | 30.000| | | |EACH | . | . ------------------------------------------------------------------------------- |628.7560 Tracking Pads | | | 1650| | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |629.0210 Fertilizer Type | | | 1660|B | 73.000| | | |CWT | . | . ------------------------------------------------------------------------------- |630.0120 Seeding Mixture | | | 1670|No. 20 | 2,519.000| | | |LB | . | . ------------------------------------------------------------------------------- |630.0130 Seeding Mixture | | | 1680|No. 30 | 38.000| | | |LB | . | . ------------------------------------------------------------------------------- |630.0200 Seeding | | | 1690|Temporary | 2,558.000| | | |LB | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 17 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |633.5200 Markers Culvert | | | 1700|End | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |634.0614 Posts Wood | | | 1710|4x6-Inch X 14-FT | 13.000| | | |EACH | . | . ------------------------------------------------------------------------------- |634.0616 Posts Wood | | | 1720|4x6-Inch X 16-FT | 32.000| | | |EACH | . | . ------------------------------------------------------------------------------- |634.0618 Posts Wood | | | 1730|4x6-Inch X 18-FT | 15.000| | | |EACH | . | . ------------------------------------------------------------------------------- |636.0100 Sign Supports | | | 1740|Concrete Masonry | 166.000| | | |CY | . | . ------------------------------------------------------------------------------- |636.1000 Sign Supports | | | 1750|Steel Reinforcement HS | 1,180.000| | | |LB | . | . ------------------------------------------------------------------------------- |636.1500 Sign Supports | | | 1760|Steel Coated | 11,800.000| | |Reinforcement HS |LB | . | . ------------------------------------------------------------------------------- |637.1220 Signs Type I | | | 1770|Reflective SH | 3,796.000| | | |SF | . | . ------------------------------------------------------------------------------- |637.2210 Signs Type II | | | 1780|Reflective H | 555.060| | | |SF | . | . ------------------------------------------------------------------------------- |637.2215 Signs Type II | | | 1790|Reflective H Folding | 25.900| | | |SF | . | . ------------------------------------------------------------------------------- |637.2230 Signs Type II | | | 1800|Reflective F | 66.000| | | |SF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 18 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |638.2101 Moving Signs | | | 1810|Type I | 9.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.2601 Removing Signs | | | 1820|Type I | 12.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.2602 Removing Signs | | | 1830|Type II | 40.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.3000 Removing Small | | | 1840|Sign Supports | 56.000| | | |EACH | . | . ------------------------------------------------------------------------------- |638.3100 Removing | | | 1850|Structural Steel Sign | 4.000| | |Supports |EACH | . | . ------------------------------------------------------------------------------- |641.0600 Sign Bridge | | | 1860|Single Pole Sign Support |LUMP |LUMP | |Two Signs (structure) | | | |001. S-70-245 | | | . ------------------------------------------------------------------------------- |641.1200 Sign Bridge | | | 1870|Cantilevered (structure) |LUMP |LUMP | |001. S-70-202 | | | . ------------------------------------------------------------------------------- |641.6600 Sign Bridge | | | 1880|(structure) 001. |LUMP |LUMP | |S-70-243 | | | . ------------------------------------------------------------------------------- |641.6600 Sign Bridge | | | 1890|(structure) 002. |LUMP |LUMP | |S-70-247 | | | . ------------------------------------------------------------------------------- |641.6600 Sign Bridge | | | 1900|(structure) 003. |LUMP |LUMP | |S-70-244 | | | . ------------------------------------------------------------------------------- |641.6600 Sign Bridge | | | 1910|(structure) 004. |LUMP |LUMP | |S-70-246 | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 19 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |642.5401 Field Office | | | 1920|Type D | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |643.0200 Traffic Control | | | 1930|Surveillance and | 411.000| | |Maintenance (project) |DAY | | |001. 1517-07-74 | | . | . ------------------------------------------------------------------------------- |643.0300 Traffic Control | | | 1940|Drums | 48,553.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0420 Traffic Control | | | 1950|Barricades Type III | 2,043.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0715 Traffic Control | | | 1960|Warning Lights Type C | 5,575.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0800 Traffic Control | | | 1970|Arrow Boards | 519.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0900 Traffic Control | | | 1980|Signs | 14,928.000| | | |DAY | . | . ------------------------------------------------------------------------------- |643.0910 Traffic Control | | | 1990|Covering Signs Type I | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |643.0920 Traffic Control | | | 2000|Covering Signs Type II | 10.000| | | |EACH | . | . ------------------------------------------------------------------------------- |643.1000 Traffic Control | | | 2010|Signs Fixed Message | 422.000| | | |SF | . | . ------------------------------------------------------------------------------- |643.1050 Traffic Control | | | 2020|Signs PCMS | 1,056.000| | | |DAY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 20 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |643.3000 Traffic Control | | | 2030|Detour Signs | 264.000| | | |DAY | . | . ------------------------------------------------------------------------------- |645.0120 Geotextile Type | | | 2040|HR | 1,480.000| | | |SY | . | . ------------------------------------------------------------------------------- |646.0103 Pavement | | | 2050|Marking Paint 4-Inch | 66,595.000| | | |LF | . | . ------------------------------------------------------------------------------- |646.0106 Pavement | | | 2060|Marking Epoxy 4-Inch | 37,588.000| | | |LF | . | . ------------------------------------------------------------------------------- |646.0123 Pavement | | | 2070|Marking Paint 8-Inch | 5,793.000| | | |LF | . | . ------------------------------------------------------------------------------- |646.0126 Pavement | | | 2080|Marking Epoxy 8-Inch | 1,010.000| | | |LF | . | . ------------------------------------------------------------------------------- |646.0600 Removing | | | 2090|Pavement Markings | 114,548.000| | | |LF | . | . ------------------------------------------------------------------------------- |646.0841.S Pavement | | | 2100|Marking Grooved Wet | 8,066.000| | |Reflective Contrast Tape |LF | | |4-Inch | | . | . ------------------------------------------------------------------------------- |646.0843.S Pavement | | | 2110|Marking Grooved Wet | 6,364.000| | |Reflective Contrast Tape |LF | | |8-Inch | | . | . ------------------------------------------------------------------------------- |647.0566 Pavement | | | 2120|Marking Stop Line Epoxy | 122.000| | |18-Inch |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 21 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |652.0125 Conduit Rigid | | | 2250|Metallic 2-Inch | 4,640.000| | | |LF | . | . ------------------------------------------------------------------------------- |652.0225 Conduit Rigid | | | 2260|Nonmetallic Schedule 40 | 10,051.000| | |2-Inch |LF | . | . ------------------------------------------------------------------------------- |653.0180 Pull Boxes | | | 2270|Steel Communications | 16.000| | |(inch) 001. 24x36-Inch |EACH | . | . ------------------------------------------------------------------------------- |653.0220 Junction Boxes | | | 2280|18x6x6-Inch | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |653.0222 Junction Boxes | | | 2290|18x12x6-Inch | 9.000| | | |EACH | . | . ------------------------------------------------------------------------------- |654.0105 Concrete Bases | | | 2300|Type 5 | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |654.0107 Concrete Bases | | | 2310|Type 7 | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |655.0620 Electrical Wire | | | 2320|Lighting 8 AWG | 331.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0625 Electrical Wire | | | 2330|Lighting 6 AWG | 662.000| | | |LF | . | . ------------------------------------------------------------------------------- |656.0200 Electrical | | | 2340|Service Meter Breaker |LUMP |LUMP | |Pedestal (location) 001.| | | |131FES+50 | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 22 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |657.0255 Transformer | | | 2350|Bases Breakaway 11 | 9.000| | |1/2-Inch Bolt Circle |EACH | . | . ------------------------------------------------------------------------------- |657.0322 Poles Type | | | 2360|5-Aluminum | 5.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.6005.S Anchor | | | 2370|Assemblies Light Poles | 8.000| | |on Structures |EACH | . | . ------------------------------------------------------------------------------- |670.0100 Field System | | | 2380|Integrator |LUMP |LUMP | | | | | . ------------------------------------------------------------------------------- |670.0200 ITS | | | 2390|Documentation |LUMP |LUMP | | | | | . ------------------------------------------------------------------------------- |671.0112 Conduit HDPE | | | 2400|1-Duct 2-Inch | 224.000| | | |LF | . | . ------------------------------------------------------------------------------- |671.0122 Conduit HDPE | | | 2410|2-Duct 2-Inch | 1,171.000| | | |LF | . | . ------------------------------------------------------------------------------- |671.0132 Conduit HDPE | | | 2420|3-Duct 2-Inch | 2,290.000| | | |LF | . | . ------------------------------------------------------------------------------- |671.0142 Conduit HDPE | | | 2430|4-Duct 2-Inch | 452.000| | | |LF | . | . ------------------------------------------------------------------------------- |671.0222 Conduit HDPE | | | 2440|Directional Bore 2-Duct | 205.000| | |2-Inch |LF | . | . ------------------------------------------------------------------------------- |671.0232 Conduit HDPE | | | 2450|Directional Bore 3-Duct | 1,430.000| | |2-Inch |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 23 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |671.0300 Fiber Optic | | | 2460|Cable Marker | 24.000| | | |EACH | . | . ------------------------------------------------------------------------------- |673.0105 Communication | | | 2470|Vault Type 1 | 6.000| | | |EACH | . | . ------------------------------------------------------------------------------- |673.0225.S Install Pole | | | 2480|Mounted Cabinet | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |674.0200 Cable Microwave | | | 2490|Detector | 6,458.000| | | |LF | . | . ------------------------------------------------------------------------------- |674.0300 Remove Cable | | | 2500| | 6,662.000| | | |LF | . | . ------------------------------------------------------------------------------- |674.0400 Reinstall Cable | | | 2510| | 6,662.000| | | |LF | . | . ------------------------------------------------------------------------------- |675.0300 Install Mounted | | | 2520|Controller Microwave | 5.000| | |Detector Assembly |EACH | . | . ------------------------------------------------------------------------------- |675.0400.S Install | | | 2530|Ethernet Switch | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |678.0300 Fiber Optic | | | 2540|Splice | 15.000| | | |EACH | . | . ------------------------------------------------------------------------------- |678.0500 Communication | | | 2550|System Testing |LUMP |LUMP | | | | | . ------------------------------------------------------------------------------- |690.0150 Sawing Asphalt | | | 2560| | 935.000| | | |LF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 24 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |690.0250 Sawing Concrete | | | 2570| | 13,829.000| | | |LF | . | . ------------------------------------------------------------------------------- |715.0415 Incentive | | | 2580|Strength Concrete | 4,284.000| 1.00000| 4284.00 |Pavement |DOL | | ------------------------------------------------------------------------------- |715.0502 Incentive | | | 2590|Strength Concrete | 3,132.000| 1.00000| 3132.00 |Structures |DOL | | ------------------------------------------------------------------------------- |SPV.0035 Special 001. | | | 2600|Roadway Embankment | 47,070.000| | | |CY | . | . ------------------------------------------------------------------------------- |SPV.0035 Special 002. | | | 2610|Pond Liner Clay | 5,370.000| | | |CY | . | . ------------------------------------------------------------------------------- |SPV.0035 Special 700. | | | 2620|Modified High | 1,074.000| | |Performance Concrete |CY | | |(HCP) Masonry Bridges | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 001. | | | 2630|Concrete Barrier | 2.000| | |Transition Type 1 V33.5 |EACH | | |To S42 Block | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 002. | | | 2640|Pond Outlet Control | 2.000| | |Manhole |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 003. | | | 2650|Detention Pond | 2.000| | |Corrugated Metal |EACH | | |Anti-Seep Collar | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 004. | | | 2660|Flared End Section With | 2.000| | |Trash Rack |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 25 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0060 Special 005. | | | 2670|Concrete Barrier | 14.000| | |Transition Type S42 To |EACH | | |S56 Special | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 006. | | | 2680|Linear Delineation | 30.000| | |System |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 200. | | | 2690|Traffic Control | 7.000| | |Close-Open Freeway |EACH | | |Entrance Ramp | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 201. | | | 2700|Repositioning Traffic | 78.000| | |Control Devices For |EACH | | |Mainline Closures | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 202. | | | 2710|Maintain Crash Cushion | 1.000| | |Temporary Left In Place |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 203. | | | 2720|Move and Install | 1.000| | |Overhead Sign On |EACH | | |Temporary Supports | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 350. | | | 2730|Concrete Bases Type 7 On | 22.000| | |Steep Slopes |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 351. | | | 2740|Anchor Bolt Cover Shroud | 34.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 352. | | | 2750|Pull Box Non-Conductive | 28.000| | |24X42-Inch |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 400. | | | 2760|Install Termination | 1.000| | |Panel |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 26 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0060 Special 401. | | | 2770|Tracer Test Station | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 700. | | | 2780|Junction Boxes Stainless | 3.000| | |Steel 24X18X6-Inch |EACH | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 701. | | | 2790|Cleaning And Painting | 54.000| | |Bearings |EACH | . | . ------------------------------------------------------------------------------- |SPV.0075 Special 001. | | | 2800|Street Sweeping | 600.000| | | |HRS | . | . ------------------------------------------------------------------------------- |SPV.0085 Special 001. | | | 2810|Pond Edge Seed | 710.000| | | |LB | . | . ------------------------------------------------------------------------------- |SPV.0090 Special 001. | | | 2820|Concrete Barrier Type | 492.000| | |S56 Special |LF | . | . ------------------------------------------------------------------------------- |SPV.0090 Special 200. | | | 2830|Maintain Temporary | 1,405.000| | |Concrete Barrier Precast |LF | | |Left In Place | | . | . ------------------------------------------------------------------------------- |SPV.0105 Special 002. | | | 2840|Removing Cantilever Sign |LUMP |LUMP | |Support S-70-142 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 003. | | | 2850|Removing Cantilever Sign |LUMP |LUMP | |Support S-70-143 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 004. | | | 2860|Concrete Pavement Joint |LUMP |LUMP | |Layout | | | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 27 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0105 Special 005. | | | 2870|Removing Cantilever Sign |LUMP |LUMP | |Support S-70-37 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 006. | | | 2880|Removing Sign Bridge |LUMP |LUMP | |S-70-32 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 007. | | | 2890|Removing Sign Structure |LUMP |LUMP | |Single Pole S-70-33 | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 950. | | | 2900|Salvage Existing Sign |LUMP |LUMP | |Structure S-70-143, | | | |Truss | | | . ------------------------------------------------------------------------------- |SPV.0120 Special 001. | | | 2910|Water For Seeded Areas | 2,128.000| | | |MGAL | . | . ------------------------------------------------------------------------------- |SPV.0165 Special 850. | | | 2920|Wall Concrete Panel | 20,025.000| | |Mechanically Stabilized |SF | | |Earth LRFD/QMP **P** | | . | . ------------------------------------------------------------------------------- |SPV.0165 Special 950. | | | 2930|Sign Blanks Left In | 90.000| | |Place |SF | . | . ------------------------------------------------------------------------------- |SPV.0180 Special 001. | | | 2940|Removing Rumble Strips | 4,075.000| | | |SY | . | . ------------------------------------------------------------------------------- |SPV.0180 Special 002. | | | 2950|Resin Binder High | 3,690.000| | |Friction Surface |SY | | |Treatment | | . | . ------------------------------------------------------------------------------- |204.0195 Removing | | | 2960|Concrete Bases | 5.000| | | |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 28 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |509.0301 Preparation | | | 2970|Decks Type 1 | 15.000| | | |SY | . | . ------------------------------------------------------------------------------- |611.0410 Reconstructing | | | 2980|Catch Basins | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |611.8115 Adjusting Inlet | | | 2990|Covers | 6.000| | | |EACH | . | . ------------------------------------------------------------------------------- |652.0210 Conduit Rigid | | | 3000|Nonmetallic Schedule 40 | 200.000| | |1-Inch |LF | . | . ------------------------------------------------------------------------------- |652.0235 Conduit Rigid | | | 3010|Nonmetallic Schedule 40 | 150.000| | |3-Inch |LF | . | . ------------------------------------------------------------------------------- |652.0615 Conduit Special | | | 3020|3-Inch | 50.000| | | |LF | . | . ------------------------------------------------------------------------------- |652.0800 Conduit Loop | | | 3030|Detector | 310.000| | | |LF | . | . ------------------------------------------------------------------------------- |654.0101 Concrete Bases | | | 3040|Type 1 | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |654.0102 Concrete Bases | | | 3050|Type 2 | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |654.0110 Concrete Bases | | | 3060|Type 10 | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |654.0217 Concrete | | | 3070|Control Cabinet Bases | 1.000| | |Type 9 Special |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 29 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |655.0230 Cable Traffic | | | 3080|Signal 5-14 AWG | 3,085.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0240 Cable Traffic | | | 3090|Signal 7-14 AWG | 510.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0260 Cable Traffic | | | 3100|Signal 12-14 AWG | 570.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0305 Cable Type UF | | | 3110|2-12 AWG Grounded | 1,530.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0515 Electrical Wire | | | 3120|Traffic Signals 10 AWG | 2,090.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0610 Electrical Wire | | | 3130|Lighting 12 AWG | 1,200.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0700 Loop Detector | | | 3140|Lead In Cable | 530.000| | | |LF | . | . ------------------------------------------------------------------------------- |655.0800 Loop Detector | | | 3150|Wire | 970.000| | | |LF | . | . ------------------------------------------------------------------------------- |656.0200 Electrical | | | 3160|Service Meter Breaker |LUMP |LUMP | |Pedestal (location) 450.| | | |I 41 NB & CTH II | | | . ------------------------------------------------------------------------------- |657.0100 Pedestal Bases | | | 3170| | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.0310 Poles Type 3 | | | 3180| | 2.000| | | |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 30 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |657.0315 Poles Type 4 | | | 3190| | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.0420 Traffic Signal | | | 3200|Standards Aluminum 13-FT | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.0585 Trombone Arms | | | 3210|15-FT | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.0709 Luminaire Arms | | | 3220|Truss Type 4-Inch Clamp | 4.000| | |12-FT |EACH | . | . ------------------------------------------------------------------------------- |657.1350 Install Poles | | | 3230|Type 10 | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.1530 Install | | | 3240|Monotube Arms 30-FT | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |657.1812 Install | | | 3250|Luminaire Arms Steel | 4.000| | |12-FT |EACH | . | . ------------------------------------------------------------------------------- |658.0110 Traffic Signal | | | 3260|Face 3-12 Inch Vertical | 13.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0115 Traffic Signal | | | 3270|Face 4-12 Inch Vertical | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0155 Traffic Signal | | | 3280|Face 3-12 Inch | 2.000| | |Horizontal |EACH | . | . ------------------------------------------------------------------------------- |658.0215 Backplates | | | 3290|Signal Face 3 Section | 15.000| | |12-Inch |EACH | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 31 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |658.0220 Backplates | | | 3300|Signal Face 4 Section | 2.000| | |12-Inch |EACH | . | . ------------------------------------------------------------------------------- |658.0600 Led Modules | | | 3310|12-Inch Red Ball | 15.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0605 Led Modules | | | 3320|12-Inch Yellow Ball | 15.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0610 Led Modules | | | 3330|12-Inch Green Ball | 15.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0615 Led Modules | | | 3340|12-Inch Red Arrow | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0620 Led Modules | | | 3350|12-Inch Yellow Arrow | 4.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.0625 Led Modules | | | 3360|12-Inch Green Arrow | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- |658.5069 Signal Mounting | | | 3370|Hardware (location) 450.|LUMP |LUMP | |I 41 SB & CTH II | | | . ------------------------------------------------------------------------------- |658.5069 Signal Mounting | | | 3380|Hardware (location) 451.|LUMP |LUMP | |I 41 NB & CTH II | | | . ------------------------------------------------------------------------------- |659.1120 Luminaires | | | 3390|Utility LED B | 8.000| | | |EACH | . | . ------------------------------------------------------------------------------- |SPV.0025 Special 700. | | | 3400|Polyester Polymer | 20.000| | |Concrete Masonry |CF | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 32 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |SPV.0060 Special 007. | | | 3410|Pavement Marking Grooved | 3.000| | |Arrows Preformed |EACH | | |Thermoplastic Type 2 | | . | . ------------------------------------------------------------------------------- |SPV.0060 Special 008. | | | 3420|Pavement Marking Grooved | 2.000| | |Words Preformed |EACH | | |Thermoplastic | | . | . ------------------------------------------------------------------------------- |SPV.0090 Special 700. | | | 3430|Sawing Pavement Deck | 272.000| | |Preparation Areas |LF | . | . ------------------------------------------------------------------------------- |SPV.0105 Special 001. | | | 3440|Survey Project |LUMP |LUMP | | | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 450. | | | 3450|Remove Traffic Signal |LUMP |LUMP | |(I41 NB & CTH II) | | | . ------------------------------------------------------------------------------- |SPV.0105 Special 451. | | | 3460|Remove Traffic Signal |LUMP |LUMP | |(I41 SB & CTH II) | | | . ------------------------------------------------------------------------------- |SPV.0180 Special 700. | | | 3470|Rapid Cure Polymer | 1,300.000| | |Overlay |SY | . | . ------------------------------------------------------------------------------- |SPV.0180 Special 003. | | | 3480|Modified High | 13,336.000| | |Performance Concrete |SY | | |(HPC) Pavement 10-Inch | | . | . ------------------------------------------------------------------------------- |SPV.0180 Special 004. | | | 3490|Modified High | 28,924.000| | |Performance Concrete |SY | | |(HPC) Pavement 11-Inch | | . | . ------------------------------------------------------------------------------- |416.1710 Concrete | | | 3500|Pavement Repair | 64.000| | | |SY | . | . -------------------------------------------------------------------------------

Wisconsin Department of Transportation PAGE: 33 DATE: 05/03/16 SCHEDULE OF ITEMS REVISED: CONTRACT: PROJECT(S): FEDERAL ID(S): 20160510058 1517-07-74 N/A CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |608.0312 Storm Sewer | | | 3510|Pipe Reinforced Concrete | 35.000| | |Class III 12-Inch |LF | . | . ------------------------------------------------------------------------------- |611.0420 Reconstructing | | | 3520|Manholes | 1.000| | | |EACH | . | . ------------------------------------------------------------------------------- |653.0105 Pull Boxes | | | 3530|Steel 12x24-Inch | 2.000| | | |EACH | . | . ------------------------------------------------------------------------------- | | | SECTION 0001 TOTAL | . ------------------------------------------------------------------------------- | | | TOTAL BID | . -------------------------------------------------------------------------------

Documents

Wisconsin Department of Transportation...2016/05/10 · Conduct and document pre-blast and post-blast surveys of any nearby buildings or structures as required by the scaled-distance