wisconsin department of transportation · 2017. 7. 11. · spv.0090.150 compost tube lf 40,515...

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 mTelephone: (608) 266-1631 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459

June 19, 2017

NOTICE TO ALL CONTRACTORS: Proposal #01: 1003-10-84, WISC 2017 326

Illinois State Line - Madison STH 11 to CTH O IH 39 Rock County 1005-11-71 Illinois State Line – Madison Racine St Inch/Midland Ct Park & Ride IH 39 Rock County

1005-10-76, WISC 2017 327 Illinois State Line - Madison CTH O to USH 14 Interchange North IH 39 Rock County

Letting of July 11, 2017 This is Addendum No.01, which provides for the following: Special Provisions:

Revised Special Provisions Article

No. Description

25 Notice to Contractor – Airport Operating Restriction – Site Specific 41 Base Aggregate Dense 1 ¼-Inch, Item 305.0120

145 Survey Project 1003-10-84, Item SPV.0105.001; 1005-10-76, Item SPV.0105.002; 1005-11-71, Item SPV.0105.003

156 Roadside Infiltration Ditch Compost, Item SPV.0180.150 Schedule of Items:

Revised Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

205.0100 Excavation Common CY 676,186 -69,199 606,987 208.1100 Select Borrow CY 120,715 -66,530 54,185 624.0100 Water MGAL 14,340.4 -139 14,201.4 630.0120 Seeding Mixture No. 20 LB 5,130 95 5,225

630.0130 Seeding Mixture No. 30 LB 4,794 -95 4,699 643.1000 Traffic Control Signs Fixed Message SF 1,992.58 -434.75 1,557.83 645.0130 Geotextile Type R SY 1,070 -675 395 646.0106 Pavement Marking Epoxy 4-Inch LF 173,960 -11,400 162,560

646.0841.S Pavement Marking Grooved Wet Reflective Contrast Tape 4-Inch

LF 13,560 -200 13,360

SPV.0035.001 Roadway Embankment CY 236,256 180 236,436

SPV.0035.002 Roadside Infiltration Ditch Granular Backfill Sand

CY 23,030 -12,030 11,000

SPV.0060.201 Fixed Message Sign Portable Support Each 37 -7 30 SPV.0090.150 Compost Tube LF 40,515 -1,340 39,175 SPV.0180.150 Roadside Infiltration Ditch Compost SY 27,105 -5,075 22,030

Deleted Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

SPV.0105.001 Survey Project 1003-10-84 LS 1 -1 0 SPV.0105.002 Survey Project 1005-10-76 LS 1 -1 0

Plan Sheets:

Revised Plan Sheets Plan

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

1003-10-84

14 Construction Details: Revised the Roadside Infiltration Ditch construction detail at the infiltration pond (VA Ramp).

21 Construction Details: Roadside infiltration ditching application was removed from the VD ramp and the grading at the bottom of the VD pond was updated.

54 Erosion Control - Stage 4 Phase 1: Select inlet and discharge elevation updates. 65 Storm Sewer: Select inlet and discharge elevation updates.

201 Miscellaneous Quantities: Updates to the Earthwork Summary table. 216 Miscellaneous Quantities: Updates to the Finishing Items table.

219 Miscellaneous Quantities: Updates to the Tracking Pads Summary table and Fixed Message Summary table.

228 Miscellaneous Quantities: Updates to the Roadside Infiltration Ditch Summary table and removal of the Survey Project table.

350 Special Sign Details: Removed sign plate detail that will be installed under ID 1003-10-76. 490 Earthwork: Updates to the EBS column. 491 Earthwork: Updates to the EBS column.

518-520 Cross Sections: Stage 2 Phase 2 (NB): Updates to pond VA. 594-596 Cross Sections: Stage 2 Phase 2 (NB): Updates to pond VA. 614-615 Cross Sections: Stage 2 Phase 2 (NB): Updates to pond VD.

1005-10-76 1064 Pavement Marking: Removed pavement marking quantity 1065 Pavement Marking: Removed pavement marking quantity 1404 Miscellaneous Quantities: Revise pavement marking quantities

Deleted Plan Sheets

Plan Sheet

Plan Sheet Title (brief description of why sheet was deleted)

1005-10-76 1066 Pavement Marking: Removed due to staging of adjacent project.

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. 01

PROJECT ID 1003-10-84, 1005-10-76, 1005-11-

June 19, 2017

Special Provisions 25. Notice to Contractor – Airport Operating Restrictions – Site Specific. Add the following to the end of the table:

41. Base Aggregate Dense 1 ¼-Inch, Item 305.0120.

Replace the first sentence with the following:

Revise standard spec 305.2.2.1 when base is ≥ 50% crushed gravel as follows:

145. Survey Project 1003-10-84, Item SPV.0105.001; 1005-10-76, Item SPV.0105.002; 1005-11-71,

Item SPV.0105.003. Replace entire article title and article language with the following: 145. Survey Project 1005-11-71, Item SPV.0105.003.

A Description Standard spec 105.6 and 650 are modified to define the requirements for construction staking for this contract. Add the following to standard spec 105.6.1: Horizontal and vertical control points, provided by the department, are generally at 1-mile intervals for horizontal control and at 1/2-mile intervals for vertical control. Control points will be provided in a hard copy and ASCII electronic format. Replace standard spec 105.6.2 with the following: The department will not perform any construction staking for this contract. The contractor shall perform all survey required to layout and construct the work under this contract, subject to engineer’s approval.

Project ID Structure Location Latitude Longitude Heights Issue Date

Expiration Date

Aeronautical Study No.

1005-10-76

Crane (Temporary for B-53-214)

I-39 SB Milwaukee Street Crossing

42-41-47.4 N NAD 83

88-59-02.7 W

160 feet AGL 1034 feet AMSL

11/29/2016 05/29/2018 2016-AGL-15942-OE

1005-10-76

Crane (Temporary for B-53-337)

I-39 NB Mt. Zion Avenue Crossing

42-42-01.8 N NAD 83

88-59-01.9 W

160 feet AGL 1025 feet AMSL

11/29/2016 05/29/2018 2016-AGL-15943-OE

The survey includes establishing horizontal and vertical position for all aspects of construction including but not limited to storm sewer, subgrade, base, curb, gutter, curb and gutter, pipe culverts, structure layout, pavement, barriers (temporary and permanent), electrical installations, supplemental control, slope stakes, ponds, ITS, FTMS, ramp gates, parking lots, utilities, landscaping elements, irrigation system layout, installation of community sensitive design elements, traffic control items, fencing, etc. The department may choose to perform quality assurance survey during construction. This quality assurance survey does not relieve the contractor of the responsibility for furnishing all survey work required under this contract. Delete standard spec 650.1. B (Vacant) C Construction Survey required under this item shall be according to all pertinent requirements of standard spec 650 and shall include all other miscellaneous survey required to layout and construct all work under this contract. D Measurement The department will measure Survey Project (Project Number) as a single lump sum unit of work, acceptably completed. E Payment The department will pay for measured quantities at the contract unit price under the following bid item:

ITEM NUMBER DESCRIPTION UNIT SPV.0105.003 Survey Project 1005-11-71 LS

Payment is full compensation for performing all survey work required to layout and construct all work under this contract. (5/14/2013)

156. Roadside Infiltration Ditch Compost. Replace entire section titled C.3 Placement and Settling of Roadside Infiltration Ditch Compost with the following:

C.3 Preparation, Placement and Settling of Roadside Infiltration Ditch Compost IH 39 NB/SB Roadside Infiltration Ditch Compost Place 4-inches of roadside infiltration ditch compost on top of previously placed roadside infiltration ditch granular backfill sand, as detailed in the plan, within the same calendar day of the roadside infiltration ditch granular backfill sand placement. The placement of roadside infiltration ditch granular backfill sand is paid for separately. Rototill the 4-inches of roadside infiltration ditch compost into the previously placed roadside infiltration ditch granular backfill sand to an elevation approximately 1-foot below the proposed elevation of the roadside infiltration ditch. Methods to induce mild settling of the roadside infiltration ditch compost layer, such as lightly tamping, may be used to prepare a stable planting medium and to stabilize the ponding depth. Vibrating-style plate compactors or other vibratory compactors are not allowed to induce settling.

Infiltration Pond (VA Ramp) As detailed in the plans, excavate the roadside infiltration ditch area to a depth of 4 inches. Excavation of the roadside infiltration ditch area is paid for separately under bid item Excavation Common. Within the same calendar day of excavation, place 4 inches of roadside infiltration ditch compost. Rototill the 4-inches of roadside infiltration ditch compost into the existing sand and gravel strata to an elevation approximately 1-foot below the proposed elevation of the roadside infiltration ditch.

Methods to induce mild settling of the roadside infiltration ditch compost layer, such as lightly tamping, may be used to prepare a stable planting medium and to stabilize the ponding depth. Vibrating-style plate compactors or other vibratory compactors are not allowed to induce settling.

Replace the last paragraph in section titled C.4 Compaction Avoidance with the following:

Avoid smearing during the placement of the roadside infiltration ditch compost of the existing sand and gravel strata or the previously placed roadside infiltration ditch granular backfill sand layer and the roadside infiltration ditch compost layer.

Schedule of Items Attached, dated June 19, 2017, are the revised Schedule of Items Pages 4, 5, 23, 25, 27, 28, 33, 35, and 37-39. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: 1003-10-84: Revised: 14, 21, 54, 65, 201, 216, 219, 228, 350, 490, 491, 518-520, 594-596, and 614-615 1005-10-76: Revised: 1064-1065, and 1404 Deleted: 1066

END OF ADDENDUM

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Text Box


Wisconsin Department of Transportation 06/19/2017 11:36:53

Proposal ID: 20170711001 Project(s): 1003-10-84, 1005-10-76, 1005-11-71

Federal ID(s): WISC 2017326, WISC 2017327, N/A

0001 Contract ItemsSECTION:

Alt Set ID: Alt Mbr ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescription

Item IDProposal

LineNumber

0440 204.0245

Removing Storm Sewer (size) 006. 30-Inch

LF

313.000

_________._____ _________._____

0450 204.0245


LF

41.000

_________._____ _________._____

0460 204.0245


LF

482.000

_________._____ _________._____

0470 204.0245


LF

184.000

_________._____ _________._____

0480 204.0275

Closing Culvert Pipes EACH

1.000

_________._____ _________._____

0490 204.0280

Sealing Pipes EACH

2.000

_________._____ _________._____

0500 204.0291.S

Abandoning Sewer CY

223.900

_________._____ _________._____

0510 204.9060.S

Removing (item description) 001. CrashCushion

EACH

4.000

_________._____ _________._____

0520 204.9060.S

Removing (item description) 005. ApronEndwalls

EACH

15.000

_________._____ _________._____

0530 204.9105.S

Removing (item description) 001.Electrical Equipment

LUMP SUM _________._____LS

0540 204.9180.S

Removing (item description) 001.Concrete Flumes

SY

445.000

_________._____ _________._____

0550 205.0100

Excavation Common CY

606,987.000

_________._____ _________._____

0560 206.1000

Excavation for Structures Bridges(structure) 001. B-53-0330

LUMP SUM _________._____LS

0570 206.1000


LUMP SUM _________._____LS

Proposal Schedule of Items Page 4 of 39







UnitsDescription

Item IDProposal

LineNumber

0580 206.1000


LUMP SUM _________._____LS

0590 206.1000


LUMP SUM _________._____LS

0600 206.1000


LUMP SUM _________._____LS

0610 206.1000


LUMP SUM _________._____LS

0620 206.1000


LUMP SUM _________._____LS

0630 206.1000


LUMP SUM _________._____LS

0640 206.1000


LUMP SUM _________._____LS

0650 206.1000


LUMP SUM _________._____LS

0660 206.1000


LUMP SUM _________._____LS

0670 206.1000


LUMP SUM _________._____LS

0680 208.1100

Select Borrow CY

54,185.000

_________._____ _________._____

0690 209.0300.S

Backfill Coarse Aggregate (size) 001. No.1

CY

324.700

_________._____ _________._____

0700 209.1500

Backfill Granular Grade 1 TON

4,030.000

_________._____ _________._____

0710 210.1500

Backfill Structure Type A TON

6,435.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

3190 614.0905

Crash Cushions Temporary EACH

26.000

_________._____ _________._____

3200 614.2300

MGS Guardrail 3 LF

4,492.000

_________._____ _________._____

3210 614.2310

MGS Guardrail 3 HS LF

187.500

_________._____ _________._____

3220 614.2500

MGS Thrie Beam Transition LF

354.400

_________._____ _________._____

3230 614.2610

MGS Guardrail Terminal EAT EACH

15.000

_________._____ _________._____

3240 614.2620

MGS Guardrail Terminal Type 2 EACH

4.000

_________._____ _________._____

3250 616.0100

Fence Woven Wire (height) 001. 4-FT**P**

LF

18,900.000

_________._____ _________._____

3260 616.0206

Fence Chain Link 6-FT **P** LF

17,950.000

_________._____ _________._____

3270 616.0700.S

Fence Safety LF

18,000.000

_________._____ _________._____

3280 618.0100

Maintenance And Repair of Haul Roads(project) 001. 1003-10-84

EACH

1.000

_________._____ _________._____

3290 618.0100


EACH

1.000

_________._____ _________._____

3300 618.0100


EACH

1.000

_________._____ _________._____

3310 619.1000

Mobilization EACH

1.000

_________._____ _________._____

3320 624.0100

Water MGAL

14,201.400

_________._____ _________._____

3330 625.0500

Salvaged Topsoil SY

417,400.000

_________._____ _________._____

3340 627.0200

Mulching SY

343,660.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

3520 629.0205

Fertilizer Type A CWT

362.000

_________._____ _________._____

3530 630.0120

Seeding Mixture No. 20 LB

5,225.000

_________._____ _________._____

3540 630.0130

Seeding Mixture No. 30 LB

4,699.000

_________._____ _________._____

3550 630.0200

Seeding Temporary LB

890.000

_________._____ _________._____

3560 630.0300

Seeding Borrow Pit LB

220.000

_________._____ _________._____

3570 633.0100

Delineator Posts Steel EACH

169.000

_________._____ _________._____

3580 633.0500

Delineator Reflectors EACH

258.000

_________._____ _________._____

3590 633.1000

Delineator Brackets EACH

251.000

_________._____ _________._____

3600 633.5200

Markers Culvert End EACH

139.000

_________._____ _________._____

3610 634.0614

Posts Wood 4x6-Inch X 14-FT EACH

18.000

_________._____ _________._____

3620 634.0616


49.000

_________._____ _________._____

3630 634.0618


22.000

_________._____ _________._____

3640 634.0620


14.000

_________._____ _________._____

3650 634.0622


4.000

_________._____ _________._____

3660 634.0808

Posts Tubular Steel 2x2-Inch X 8-FT EACH

4.000

_________._____ _________._____

3670 635.0200

Sign Supports Structural Steel HS LB

14,028.000

_________._____ _________._____

3680 636.0100

Sign Supports Concrete Masonry **P** CY

225.400

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

3840 641.1200

Sign Bridge Cantilevered (structure) 004.S-53-108

LUMP SUM _________._____LS

3850 641.6600

Sign Bridge (structure) 001. S-53-0076 LUMP SUM _________._____LS

3860 641.6600

Sign Bridge (structure) 002. S-53-0077 LUMP SUM _________._____LS

3870 642.5401

Field Office Type D EACH

1.000

_________._____ _________._____

3880 643.0200.S

Traffic Control Surveillance andMaintenance (project) 001. 1003-10-84

DAY

1,000.000

_________._____ _________._____

3890 643.0200.S


DAY

989.000

_________._____ _________._____

3900 643.0200.S


DAY

45.000

_________._____ _________._____

3910 643.0300

Traffic Control Drums DAY

183,121.000

_________._____ _________._____

3920 643.0420

Traffic Control Barricades Type III DAY

9,005.000

_________._____ _________._____

3930 643.0705

Traffic Control Warning Lights Type A DAY

14,605.000

_________._____ _________._____

3940 643.0715

Traffic Control Warning Lights Type C DAY

29,599.000

_________._____ _________._____

3950 643.0800

Traffic Control Arrow Boards DAY

432.000

_________._____ _________._____

3960 643.0900

Traffic Control Signs DAY

52,648.000

_________._____ _________._____

3970 643.0910

Traffic Control Covering Signs Type I EACH

5.000

_________._____ _________._____

3980 643.0920

Traffic Control Covering Signs Type II EACH

5.000

_________._____ _________._____

3990 643.1000

Traffic Control Signs Fixed Message SF

1,557.830

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

4000 643.1050

Traffic Control Signs PCMS DAY

4,244.000

_________._____ _________._____

4010 643.3000

Traffic Control Detour Signs DAY

4,000.000

_________._____ _________._____

4020 644.1410.S

Temporary Pedestrian Surface Asphalt SF

9,940.000

_________._____ _________._____

4030 644.1420.S

Temporary Pedestrian Surface Plywood SF

2,120.000

_________._____ _________._____

4040 644.1601.S

Temporary Curb Ramp EACH

3.000

_________._____ _________._____

4050 644.1616.S

Temporary Pedestrian Safety Fence LF

1,690.000

_________._____ _________._____

4060 645.0111

Geotextile Type DF Schedule A SY

6,083.000

_________._____ _________._____

4070 645.0120

Geotextile Type HR SY

6,400.000

_________._____ _________._____

4080 645.0130

Geotextile Type R SY

395.000

_________._____ _________._____

4090 645.0140

Geotextile Type SAS SY

25,500.000

_________._____ _________._____

4100 645.0220

Geogrid Type SR SY

17,120.000

_________._____ _________._____

4110 646.0106

Pavement Marking Epoxy 4-Inch LF

162,560.000

_________._____ _________._____

4120 646.0107.S

Pavement Marking Grooved Epoxy 4-Inch

LF

26,130.000

_________._____ _________._____

4130 646.0126

Pavement Marking Epoxy 8-Inch LF

12,590.000

_________._____ _________._____

4140 646.0690.S

Removing Pavement Markings WaterBlasting

LF

301,550.000

_________._____ _________._____

4150 646.0841.S

Pavement Marking Grooved WetReflective Contrast Tape 4-Inch

LF

13,360.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

4750 677.0150

Install Camera Pole 50-FT EACH

1.000

_________._____ _________._____

4760 677.0200

Install Camera Assembly EACH

1.000

_________._____ _________._____

4770 690.0150

Sawing Asphalt LF

28,809.000

_________._____ _________._____

4780 690.0250

Sawing Concrete LF

8,638.000

_________._____ _________._____

1.00000

4790 715.0415

Incentive Strength Concrete Pavement DOL

119,676.400

119,676.40

1.00000

4800 715.0502

Incentive Strength Concrete Structures DOL

56,244.000

56,244.00

4810 999.1000.S

Seismograph LUMP SUM _________._____LS

4820 999.1500.S

Crack and Damage Survey LUMP SUM _________._____LS

5.00000

4830 ASP.1T0A

On-the-Job Training Apprentice at$5.00/HR

HRS

2,000.000

10,000.00

5.00000

4840 ASP.1T0G

On-the-Job Training Graduate at$5.00/HR

HRS

3,000.000

15,000.00

4850 SPV.0005

Special 001. Subsoiling ACRE

1.000

_________._____ _________._____

4860 SPV.0035

Special 001. Roadway Embankment CY

236,436.000

_________._____ _________._____

4870 SPV.0035

Special 002. Roadside Infiltration DitchGranular Backfill Sand

CY

11,000.000

_________._____ _________._____

4880 SPV.0035

Special 100. Compost CY

400.000

_________._____ _________._____

4890 SPV.0035

Special 700. High Performance Concrete(HPC) Masonry Structures **P**

CY

6,581.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

5050 SPV.0060

Special 103. Concrete Cutoff Wall EACH

6.000

_________._____ _________._____

5060 SPV.0060

Special 104. Covering Storm Sewer EACH

21.000

_________._____ _________._____

5070 SPV.0060

Special 105. V Notch Weir Wall EACH

6.000

_________._____ _________._____

5080 SPV.0060

Special 201. Fixed Message SignPortable Support

EACH

30.000

_________._____ _________._____

5090 SPV.0060

Special 202. Barrier Wall Delineation EACH

2,308.000

_________._____ _________._____

5100 SPV.0060

Special 203. Temporary Concrete BarrierGate

EACH

2.000

_________._____ _________._____

5110 SPV.0060

Special 204. Reinstall TemporaryConcrete Barrier Gate

EACH

2.000

_________._____ _________._____

5120 SPV.0060

Special 350. Anchor Bolt Cover Shroud EACH

7.000

_________._____ _________._____

5130 SPV.0060

Special 351. Pull Box Non-Conductive18x24-Inch

EACH

15.000

_________._____ _________._____

5140 SPV.0060


EACH

59.000

_________._____ _________._____

5150 SPV.0060


EACH

9.000

_________._____ _________._____

5160 SPV.0060

Special 401. Fiber Tracer Marker Post EACH

16.000

_________._____ _________._____

5170 SPV.0060

Special 402. Install Wireless MeshRadio Assembly

EACH

1.000

_________._____ _________._____

5180 SPV.0060

Special 403. Install Hardwired BluetoothSensor

EACH

1.000

_________._____ _________._____

5190 SPV.0060

Special 404. Install IP Radio EACH

2.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

5340 SPV.0090

Special 001. Concrete Curb and Gutter24-Inch Type D

LF

66.000

_________._____ _________._____

5350 SPV.0090

Special 002. Concrete Pavement JointSealing

LF

50,800.000

_________._____ _________._____

5360 SPV.0090

Special 003. Re-Lap Guard Rail LF

550.000

_________._____ _________._____

5370 SPV.0090

Special 004. Reinstall Temporary SnowFence

LF

8,510.000

_________._____ _________._____

5380 SPV.0090

Special 005. Fence Chain Link Polymer-Coated 6-Foot Ground Mounted **P**

LF

1,181.000

_________._____ _________._____

5390 SPV.0090

Special 006. Furnishing Snow Fence LF

400.000

_________._____ _________._____

5400 SPV.0090

Special 007. Installing Snow Fence LF

400.000

_________._____ _________._____

5410 SPV.0090

Special 100. Pipe Boring & Jacking 36-Inch

LF

364.000

_________._____ _________._____

5420 SPV.0090

Special 101. Pipe Boring & Jacking 48-Inch

LF

204.000

_________._____ _________._____

5430 SPV.0090

Special 102. Drain Slotted VaneLongitudinal

LF

1,535.000

_________._____ _________._____

5440 SPV.0090

Special 103. Drain Slotted VaneLongitudinal Temporary

LF

112.000

_________._____ _________._____

5450 SPV.0090

Special 150. Compost Tube LF

39,175.000

_________._____ _________._____

5460 SPV.0090

Special 202. Maintenance and Removalof Conc Barrier Temp Precast Left inPlace by Othrs

LF

16,850.000

_________._____ _________._____

5470 SPV.0090

Special 203. Traffic Control Gawk ScreenFurnished

LF

41,820.000

_________._____ _________._____

Proposal Schedule of Items of 39







UnitsDescription

Item IDProposal

LineNumber

5480 SPV.0090

Special 204. Traffic Control Gawk ScreenInstalled

LF

43,020.000

_________._____ _________._____

5490 SPV.0090

Special 650. Water Service Lateral, 1-Inch

LF

85.000

_________._____ _________._____

5500 SPV.0090

Special 850. Fence Chain Link Polymer-Coated 6-Ft. **P**

LF

1,584.000

_________._____ _________._____

5530 SPV.0105

Special 003. Survey Project 1005-11-71 LUMP SUM _________._____LS

5540 SPV.0105

Special 004. Concrete Pavement JointLayout

LUMP SUM _________._____LS

5550 SPV.0105

Special 005. Survey Project 1003-10-84with Optional AMG for Conc Pavmnt andBase Course

LUMP SUM _________._____LS

5560 SPV.0105

Special 006. Survey Project 1005-10-76with Optional AMG for Conc Pavmnt andBase Course

LUMP SUM _________._____LS

5570 SPV.0105

Special 350. Electrical Service MeterBreaker Pedestal Special (CB100)

LUMP SUM _________._____LS

5580 SPV.0105


LUMP SUM _________._____LS

5590 SPV.0105


LUMP SUM _________._____LS

5600 SPV.0105


LUMP SUM _________._____LS

5610 SPV.0105

Special 401. Salvage ITS Equipment LUMP SUM _________._____LS

5620 SPV.0105

Special 701. Removing and ResettingSteel Girders B-53-0214

LUMP SUM _________._____LS








UnitsDescription

Item IDProposal

LineNumber

5630 SPV.0105

Special 702. Removing and ResettingSteel Girders B-53-0215

LUMP SUM _________._____LS

5640 SPV.0165

Special 200. Fixed Message Signs Leftin Place

SF

188.000

_________._____ _________._____

5650 SPV.0165

Special 700. Longitudinal GroovingBridge Deck **P**

SF

150,820.000

_________._____ _________._____

5660 SPV.0165

Special 701. Temporary Shoring Railroad SF

1,300.000

_________._____ _________._____

5670 SPV.0165

Special 850. Wall Concrete PanelMechanically Stabilized EarthLRFD/QMP **P**

SF

17,620.000

_________._____ _________._____

5680 SPV.0165

Special 851. Temporary Wall Wire FacedMechanically Stabilized EarthLRFD/QMP

SF

3,690.000

_________._____ _________._____

5690 SPV.0180

Special 150. Roadside Infiltration DitchCompost

SY

22,030.000

_________._____ _________._____

5700 SPV.0195

Special 700. Excavation, Hauling, andDisposal of Contaminated Soil

TON

1,340.000

_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____


wisconsin department of transportation · 2017. 7. 11. · spv.0090.150 compost tube lf 40,515...

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