Wisconsin Department of...

Wisconsin Department of Transportation

Version 06-2014 Solving tomorrow’s transportation challenges

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

December 7, 2017

NOTICE TO ALL CONTRACTORS: Proposal #14: 1130-32-71, WISC 2018 011

Green Bay - Oconto Lineville Road – Norfield Road USH 41 Brown County

1150-54-71, WISC 2018 012 Green Bay - Oconto CTH B Interchange USH 41 Brown County

1150-68-71, WISC 2018 013 Green Bay – Oconto Brown Road - Structure B-42-0110 USH 41/USH 141 Brown County

Letting of December 12, 2017 This is Addendum No. 02, which provides for the following: Special Provisions:

Revised Special Provisions Article

No. Description

9 Utilities 59 Cable Barrier Type 1, Item 613.1100.S; Cable Barrier End Terminal Type 1 Item 613.1200.S.

Added Special Provisions

Article No.

Description

84 HMA Pavement 4 SMA 58-28 H; HMA Pavement Test Strip, Item 460.0100.S. 85 Material Transfer Vehicle, SPV.0105.003

Deleted Special Provisions

Article No.

Description

44 Application of QMP for HMA Pavements 45 HMA Pavement Percent Within Limits QMP 46 Appendix A

67 HMA Percent Within Limits (PWL) Test Strip Volumetrics, Item SPV.0060.004; HMA Percent Within Limits (PWL) Test Strip Density Item SPV.0060.005.

Schedule of Items: Revised Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

460.2000 Incentive Density HMA Pavement DOL 10,265 16,575 26,840 460.4110.S Reheating HMA Pavement Longitudinal Joints LF 154,000 -69,000 85,000 460.5223 HMA Pavement 3 LT 58-28-S TON 1,380 5,350 6,730 460.5224 HMA Pavement 4 LT 58-28-S TON 14,620 -5,360 9,260 505.0600 Bar Steel Reinforcement HS Coated Structures LB 524,670 -460 524,210

1130-32-71 Deleted Bid Item Quantities



Proposal Total

460.2005 Incentive Density PWL HMA Pavement DOL 22,247 -22,247 0

460.2010 Incentive Air Voids HMA Pavement DOL 26,015 -26,015 0

460.7424 HMA Pavement 4 HT 58-28 H TON 11,500 -11,500 0

SPV.0060.04 HMA Percent Within Limits (PWL) Test Strip Volumetrics

EACH 2 -2 0

SPV.0060.05 HMA Percent Within Limits (PWL) Test Strip Density

EACH 2 -2 0

1130-32-71 Added Bid Item Quantities



Proposal Total

460.0100.S HMA Pavement Test Strip EACH - 1 1 460.8424 HMA Pavement 4 SMA 58-28 H TON - 11,500 11,500

SPV.0105.003 Material Transfer Vehicle LS - 1 1 Plan Sheets:

1130-32-71 & 1150-54-71 Plan sheets Revised Plan Sheets Sheet

# Plan Sheet Title (brief description of changes to sheet) 12 (Finished Typical Sections) Changed mix types on mainline surface and shoulder bottom layer

245 (Miscellaneous Quantities) Revised 3LT 58-28S, 4LT 58- 28S, and Reheating Long joints quantity, Replaced HMA pavement 4 HT 58-28H with 4 SMA 58-28H, removed incentive tonnage columns

507 (Cross Section, Quantities, and Notes) Changed superstructure quantity for bid item 505.0600.

516 (Superstructure Reinforcing Plan) Changed spacing of S920 bars. Added S580 and S581 bars.

517 (Superstructure Section) Changed spacing of longitudinal bars.

519 (Superstructure Details-2) Changed quantity of S515 and S516 bars. Added S580 and S581 bars.

523 (Cross Section, Quantities, and Notes) Changed superstructure quantity for bid item 505.0600.

532 (Superstructure Reinforcing Plan) Changed spacing of S920 bars. Added S580 and S581 bars.

533 (Superstructure Section) Changed spacing of longitudinal bars.

535 (Superstructure Details-2) Changed quantity of S515 and S516 bars. Added S580 and S581 bars.

Other

Under the Schedule of Items, the item description for Proposal Line Number 0010 should read Removing Old Structure (station) 002. STA 624+04 NB

Under the Schedule of Items, the item description for Proposal Line Number 0016 should read Removing Old Structure (station) 005. STA 642+08 SB

The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.

Sincerely,

Mike Coleman Proposal Development Specialist Proposal Management Section

ADDENDUM NO. 02

1130-32-71, 1150-54-71, & 1150-68-71

December 7, 2017

Special Provisions 9. Utilities Replace paragraphs five and six under section titled ATC Management with the following:

A short term outage may be obtained from ATC for one set of transmission lines. A Transmission Line Outage Agreement will be required to reserve the line outage timeframe. The live-line hold and line outages will need to be coordinated/scheduled with ATC at least 4 months prior. Outage availability will be determined by ATC and is dictated by predicted power transmission needs. The best time for an outage is in the month of May is between the hours of 10:00 AM to 4:00 PM. The contractor is responsible to obtain the necessary permits and pay the associated costs to initiate a line outage if desired. Preliminary costs are estimated to be $8,000/day, final costs will be included in the Outage Agreement. Development of this agreement will also include the development of a work plan to coordinate the work requirements of the contractor with the available line clearance and equipment setup needs of the ATC line-hold contractor. Contact Mike Olsen at (920) 338-6582 to obtain the permits necessary to de-energize the lines.

44. DELETED. 45. DELETED. 46. DELETED. 59. Cable Barrier Type 1, Item 613.1100.S; Cable Barrier End Terminal Type 1 Item 613.1200.S.

Replace paragraph one under section titled B Materials with the following:

Provide either the CASS TL-3 system manufactured by Trinity Highway Products or the Safence TL-3 system manufactured by Safence that is on the approved product list for the cable barrier system.

67. DELETED.

84. HMA Pavement 4 SMA 58-28 H; HMA Pavement Test Strip, Item 460.0100.S.

A Description Conform to standard spec 450 and 460 as modified in this special provision. Replace standard spec 460.1 with the following to describe SMA:

(1) Only the term SMA will be used in the following to describe SMA and other gap-graded mixtures, but is intended for use with any gap-graded mixture. This special provision describes SMA mixture design, providing and maintaining a quality management program for SMA mixtures, and constructing SMA pavement.

B Materials Replace standard spec 460.2.1 with the following to remove conditional SMA statements and warm mix additive along with clarify mineral filler definition and use:

(1) Furnish a homogeneous mixture of coarse aggregate, fine aggregate, mineral filler,

stabilizer, recycled material if used, and asphaltic material. (2) Mineral filler (AASHTO M17) shall consist of finely divided mineral matter such as crushed

fines, lime or fly ash. At the time of use, it should be sufficiently dry to flow freely and essentially free from agglomerations. Filler shall be free from organic impurities and have a plastic index not greater than 4 when AASHTO T89/90 is performed.

Replace standard spec table 460-1 with the following to specify gradation master range and additional sieves for SMA.

TABLE 460-1 AGGREGATE GRADATION MASTER RANGE AND VMA REQUIREMENTS

Replace standard spec 460.2.4.3 with the following to remove specific approval schedule and allow for more than a single additive system to be used:

(1) Add an organic fiber, an inorganic fiber, additional polymer-plastic, additional polymer-elastomer, or approved alternate stabilizer to all SMA mixtures. If proposing an alternate, submit the proposed additive system, asphaltic binder, and stabilizer additive, along with samples of the other mixture materials to the department during the mix design approval.

Replace standard spec 460.2.5 with the following to describe Recycled Asphaltic Material use in SMA:

(1) The contractor may use recycled asphaltic materials from FRAP, RAP, and RAS in SMA mixtures. Stockpile recycled materials separately from virgin materials and list each as individual JMF components.

(2) Control recycled materials used in SMA by evaluating the percent binder replacement, the ratio of recovered binder to the total binder. The maximum allowable percent binder replacement shall not exceed 15.0 percent.

Replace standard spec 460.2.7 with the following to detail SMA mix design requirements:

(1) For each SMA mixture type used under the contract, develop and submit an asphaltic mixture design according to CMM 8-66 and conforming to the requirements of table 460-1 and table 460-2. The values listed are design limits; production values may exceed those limits. The department will review mixture designs and report the results of that review to

Sieve

% PASSING DESIGNATED SIEVES

NOMINAL SIZE

SMA No. 4 (12.5 mm)

SMA No. 5 (9.5 mm)

50.0-mm

37.5-mm

25.0-mm

19.0-mm 100

12.5-mm 90 - 97 100

9.5-mm 58 - 80 90 - 100

4.75-mm 25 - 35 35 - 45

2.36-mm 15 - 25 18 - 28

0.60-mm 18 max 18 max

75-µm 8.0 - 11.0 8.0-12.0

% MINIMUM VMA

16.0 17.0

the designer according to CMM 8-66.

TABLE 460-2 MIXTURE REQUIREMENTS

Mixture type SMA

ESALs x 106 (20 yr design life) ____

LA Wear (AASHTO T96)

500 revolutions(max % loss) 35

Soundness (AASHTO T104) (sodium sulfate, max % loss)

12

Freeze/Thaw (AASHTO T103) (specified counties, max % loss)

18

Fractured Faces (ASTM 5821) (one face/2 face, % by count)

100/90

Flat & Elongated (ASTM D4791) (max %, by weight)

20 (3:1 ratio)

Fine Aggregate Angularity (AASHTO T304, method A, min)

45

Sand Equivalency (AASHTO T176, min)

50

Gyratory Compaction

Gyrations for Nini 7

Gyrations for Ndes 65

Gyrations for Nmax 100

Air Voids, %Va [1]

(%Gmm Ndes) 4.5

(95.5)

% Gmm Nini ___

% Gmm Nmax ___< 98.0

Dust to Binder Ratio (% passing 0.075mm/Pbe)

1.2 - 2.0

Voids filled with Binder (VFB or VFA, %)

70 - 80

Tensile Strength Ratio[2] (TSR) (AASHTO T283)

0.80

Draindown at Production Temperature (%)

≤0.30

Effective Asphalt Content, Pbe min 5.5% [1] Use AASHTO T 331 (Vacuum Sealing) to determine mixture bulk specific gravity. [2] TSR shall be run at 7.0 + 1.0% Va and compacted to 95 +/-5 mm for a 150 mm diameter specimen.

Replace standard spec 460.2.8.2.1.5 with the following to update JMF and warning limits for SMA:

(1) Conform to the following control limits for the JMF and warning limits based on a running average of the last 4 data points:

ITEM JMF LIMITS WARNING LIMITS

Percent passing given sieve:

37.5-mm +/- 6.0 +/- 4.5

25.0-mm +/- 6.0 +/- 4.5

19.0-mm +/- 5.5 +/- 4.0

12.5-mm +/- 5.5 +/- 4.0

9.5-mm +/- 5.5 +/- 4.0

2.36-mm +/- 5.0 +/- 4.0

75-µm +/- 2.0 +/- 1.5

Asphaltic content in percent - 0.3 - 0.2

Air voids in percent + 1.3/-1.0 + 1.0/-0.7

Air voids in percent (SMA) +/- 1.3 +/- 1.0

VMA in percent[1] - 0.5 - 0.2

[1] VMA limits based on minimum requirement for mix design nominal maximum aggregate size in table 460-1.

(2) Warning bands are defined as the area between the JMF limits and the warning limits.

Add the following to standard spec 460.2.8.2.1.7 to further define conforming material and pay reduction based on individual test results:

(9) In order to be considered a conforming material during production, the four point running average for air voids must show consistent production results. In order to achieve this, the four point running average must not contain more than one QC test that is beyond the JMF limits of the target air void (i.e., material produced at or below 3.1% Va or at or above 5.9% Va).

Replace standard spec 460.2.8.3.1.6 (1) with the following to define acceptable verification parameters for SMA:

(1) The engineer will provide test results to the contractor within 2 mixture-production days after obtaining the sample. The quality of the product is acceptably verified if it meets the following limits:

- Va is within a range of 3.2 to 5.8 percent - VMA is within minus 0.5 of the minimum requirement for the mix design

nominal maximum aggregate size. Add the following to standard spec 460.2.8.3.1.8 to further identify material to be removed and replaced:

(3) Remove and replace SMA where excessive bleeding problems, fat spots, or segregation occur. These are unacceptable and shall be corrected or removed, per engineer review, at no additional expense to the department. If such areas are identified prior to or during inspection of the completed pavement, the root cause and amount of material affected must be determined. If there is not consensus between the contractor and engineer as to material qualifying for removal, the department’s Bureau of Technical Services shall be consulted. The engineer will thoroughly document the areas of affected pavement immediately (within 24 hours of identification). This documentation must include, but is not limited to: pictures of the material in question, station locations, lane(s) affected, length and width of the affected area, and any other pertinent information. The engineer will provide documentation to BTS as soon as available.

C Construction

Replace standard spec 460.3.1 with the following to insert SMA as traffic volume in bid item encoding:

(1) Construct SMA pavement of the type the bid item indicates encoded as follows:

Combined Bid Item Encoding

(2) Construct HMA pavement conforming to the general provisions of 450.3. Add the following to standard spec 450.3.1.3 to require transfer vehicle for SMA:

(2) Use a Material Transfer Vehicle when constructing SMA pavement. Add the following to standard spec 450.3.1.5 to prohibit rubber-tire roller on SMA:

(3) Rubber tired roller shall not be used for compaction of SMA pavement. Replace standard spec 460.3.3.1 with the following to specify density requirements for SMA:

(1) Compact SMA pavement to 93% of Gmm. (2) This value is for average sublot density. Individual density results more than 3.0 percent

below the minimum required target density are unacceptable and must be addressed as specified by the engineer.

Add the following to standard spec 460.3.3.2 to require test strip for SMA:

(5) Construct a test strip according to CMM 8-15 to correlate nuclear gauges to pavement cores. Construct the test strip at the beginning of work for each SMA mixture, for each layer and for each thickness. The test strip shall remain in place and become part of the completed pavement when acceptably produced, acceptably compacted and meets finish and smoothness requirements. CMM 8-15 describes the SMA density and volumetric testing tolerances required for the test strip.

D Measurement

Add the following to standard spec 460.4:

(2) The department will measure HMA Pavement Test Strip as each unit of work, acceptably completed as described in CMM 8-15. Material quantities will be determined according to standard spec 450.4.

E Payment Replace standard spec 460.5.1 with the following:

The department will pay for measured quantities at the contract unit price under the following bid items:

ITEM NUMBER DESCRIPTION UNIT 460.8424 HMA Pavement 4 SMA 58-28 H TON 460.0100.S HMA Pavement Test Strip EACH

Payment for SMA is full compensation for providing SMA mixture designs; for preparing foundation; for volumetric and density testing and aggregate source testing; for asphalt binder from recycled sources, for asphalt binder modification or processes, and addition of

fibers, fines, or filler. Acceptable SMA mixture placed on the project as part of the test strip will be compensated by the appropriate HMA Pavement bid item. Payment for HMA Pavement Test Strip is full compensation for volumetric and density testing, collection and measurement of pavement cores, provision of nuclear gauges and operator(s), and all other work associated with completion of a core-to-gauge correlation, as directed by the engineer. Acceptable HMA mixture placed on the project as part of the test strip will be compensated by the appropriate HMA Pavement bid item. Material Transfer Vehicle will be paid for separately.

Replace standard spec 460.5.2.1 with the following to modify incentive for density for SMA pavements:

(1) The department will pay for the SMA Pavement bid items at the contract unit price subject to one or more of the following adjustments:

1. Disincentive for density of HMA pavement as specified in 460.5.2.2. 2. Incentive for density of HMA pavement as specified in 460.5.2.3 with the

exception that any lot containing an individual density test result > 97.0% Gmm will not be eligible for incentive pay adjustment.

3. Reduced payment for nonconforming smoothness as specified in 450.3.2.9. 4. Reduced payment for nonconforming QMP HMA mixtures as specified in

460.2.8.2.1.7. (2) Payment for the HMA Pavement bid items is full compensation for providing SMA

pavement including binder; for mixture design; for preparing the foundation; and for QMP and aggregate source testing.

(3) If provided for in the plan quantities, the department will pay for a leveling layer, placed to correct irregularities in an existing paved surface before overlaying, under the pertinent paving bid item.

(4) The department will administer pay reduction for nonconforming QMP mixture under the Nonconforming QMP HMA Mixture administrative item. The department will reduce pay based on the contract unit price for the HMA Pavement bid item.

(5) If material is unacceptable as defined in standard spec 460.2.8.2.1.7 as modified here within, the department will pay 80% of the contract unit price for the material from the point where a test is outside the JMF limit until another individual QMP test is within the JMF limits. This pay reduction is not applicable if a pay reduction is applied for nonconforming air voids as detailed in the following paragraph.

(6) The department will reduce pay for nonconforming QMP HMA mixtures as specified in 460.2.8.2.1.7, starting from the stop point to the point when the running average of 4 is back inside the warning limits. The engineer will determine the quantity of material subject to pay reduction based on the testing data and an inspection of the completed pavement. The department will reduce pay as follows:

PAYMENT FOR MIXTURE[1] [2] [3]

PRODUCED WITHIN PRODUCED OUTSIDE

ITEM WARNING BANDS JMF LIMITS

Gradation 90% 75%

Asphalt Content 85% 75%

Air Voids 70% 50%

VMA 90% 75%

[1] For projects or plants where the total production of each mixture design requires less than 4

QC tests refer to CMM 8-36. [2] Payment is in percent of the contract unit price for the HMA Pavement bid item. The

department will reduce pay based on the nonconforming property with lowest percent pay.

[3] In addition to any pay adjustment listed in the table above and in 460.5.2.1(5), the department will adjust pay for nonconforming binder under the Nonconforming QMP Asphaltic Material administrative item. The department will deduct 25 percent of the contract unit price of the HMA Pavement bid item per ton of pavement placed with nonconforming PG binder the engineer allows to remain in place.

(7) If the department discovers nonconforming mixture during a QV dispute resolution

investigation, and the engineer allows that mixture to remain in place, the department will pay for the quantity of affected material as specified in 460.2.8.3.1.8 at 50 percent of the contract price.

(8) If the department waives density testing under 460.3.3.3, the department will not adjust pay under either 460.5.2.2 or 460.5.2.3.

(9) Restore the surface after cutting density samples as specified in 460.3.3.2(1) at no additional cost to the department.

stp-460-030 (20170915)

85. Material Transfer Vehicle, Item SPV.0105.003.

A Description This special provision describes furnishing Material Transfer Vehicle (MTV) and an operator for use on this project during HMA upper layer paving operations, as shown in the plans or as directed by the engineer, and as hereinafter provided. B Materials The MTV shall be self-propelled, remix and maintain constant temperature, and continually feed the paver hopper. The storage capacity shall be adequate to provide continuous forward movement of the paver. The paver speed shall be coordinated to match the delivery of material and capacity of the MTV to limit stopping of the paver. C Construction An operator shall remain with the vehicle at all times during moving operations and the paver's hopper shall remain full at all times to avoid segregation of coarse aggregates. No placement of HMA upper layer pavement shall be allowed without the use of the MTV. D Measurement The department will measure Material Transfer Vehicle by the lump sum for each material transfer vehicle. 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 Material Transfer Vehicle LS

Payment is full compensation for deploying the equipment and its operator.

Schedule of Items Attached, dated December 7, 2017, are the revised Schedule of Items Pages 1 – 25. Plan Sheets

The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal:

1130-32-71 & 1150-54-71: Revised: 12, 245, 507, 516, 517, 519, 523, 532, 533, and 535.

END OF ADDENDUM

26'

8' MIN.

16'

E

22

USH 41

STA. 1345+00NB - STA. 1527+39NB

STA. 1345+00SB - STA. 1546+37SB

12'

SB

R/L

4.0%

2.0%

2.0%

VAR.

4'

2'

12'

*4:1

10:1 NOR.

6.3'

30' CLEAR ZONE

10'

12'

NB

R/L

4'

2'

12'

10:1 NOR.

30' CLEAR ZONE

134-INCH HMA PAVEMENT 4 SMA 58-28 H UPPER LAYER (TYP.)

21 4-INCH HMA PAVEMENT 3 HT 58-28 S LOWER LAYER (TYP.)

REMOVING ASPHALTIC SURFACE MILLING

CORRECT DRIVING LANE CROSS SLOPE TO 2%

MAX MILLING DEPTH IS 112" AT EDGE OF LANES, ESTIMATED 34" AT CROWN

~

6:1

VAR

*4:1

6:1 MAX

30' CLEAR ZONE

134-INCH HMA PAVEMENT 4 SMA 58-28 H UPPER LAYER

21 4-INCH HMA PAVEMENT 3 HT 58-28 S LOWER LAYER

112-INCH REMOVING ASPHALTIC SURFACE MILLING

4.0%

2.0%

2.0%

VAR.%

VAR.%

VAR.%

USH 41 IN SUPERELEVATED SECTIONS

VAR.%

6.3'

2'

4'

12'

12'

10'

5.9'

60'

SOUTHBOUND ROADWAY IS SHOWN, MIRROR SECTION FOR NORTHBOUND

MATCH EXISTING SUPERELEVATION CROSS SLOPE AND TRANSISTION DISTANCES

2'

*6:1

10:1 OR FLATTER

4-INCHES BASE AGG. DENSE 3/4-INCH

EDGE OF PAVED SHOULDER

2'

1

SALV. TOPSOIL & MULCH

1

1

210' HMA SHOULDER

134-INCH HMA PAVEMENT 4 LT 58-28 S UPPER LAYER (TYP.)

21 4-INCH HMA PAVEMENT 3 LT 58-28 S LOWER LAYER (TYP.)

10' HMA SHOULDER

134-INCH HMA PAVEMENT 4 LT 58-28 S UPPER LAYER

21 4-INCH HMA PAVEMENT 3 LT 58-28 S LOWER LAYER

5.9'

10'

5.9'

SHAPING SHOULDERS REQUIRED (TYP.)

SHAPING SHOULDERS REQUIRED

BASE AGGREGATE DENSE 3/4-INCH (TYP.)

SHAPING SHOULDERS

BASE AGGREGATE DENSE 3/4-INCH (TYP.)

SHAPING SHOULDERS

1

11

LOCATIONS VARY, SEE PLAN DETAILS FOR LOCATIONS

FILL

FILL

*6:1 REQUIRED ADJACENT TO HTCG, USE 4:1 ELSEWHERE

1 FERTILIZER TYPE B, SEEDING MIXTURE NO 30

2 SALVAGED TOPSOIL, FERTILIZER TYPE B,

SEEDING MIXTURE NO 30, MULCH AS PART OF

"BARRIER SYSTEM GRADING SHAPING FINISHING"

LEGEND

12

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Addendum No. 02 ID 1130-32-71 Revised Sheet 12 December 7, 2017

PROJECT NO: 1130-32-71

HWY: USH 41

COUNTY: BROWN

MISCELLANEOUSQUANTITIES

SHEET

EALL QUANTITIES ARE CATEGORY 0010 UNLESS OTHERWISE NOTED

ORIGINATOR: KL ENGINEERING, INC.

ORIG. DATE:

REV. DATE:

PRINT DATE: December 6, 2017

FILE NAME: G:\WDOTNE\13011-001 & 002\C3D\SheetsPlan\1130-32-71_MQ.pptx

33

HMA

PAVEMENT

TEST STRIP

460.0100.S

DESCRIPTION

EACH

PROJECT ID 1130-32-71

1 1

HOT MIX ASPHALT (HMA)

460.4110.S

460.5223

460.5224

460.7223

460.8424

455.0605

REHEATING

HMA

HMA

HMA

HMA

HMA PAVEMENT

PAVEMENT

PAVEMENT

PAVEMENT

PAVEMENT

TACK

LONGITUDINAL JOINTS

3LT 58-28S

4LT 58-28S

3HT 58-28S

4 SMA 58-28H

COAT

STA

-STA

LOCATION

LF

TON

TON

TON

TON

GAL

REMARKS

30+46

-32+71

HARBOR LIGHTS

--75

75

----

53

34+99

-37+23

HARBOR LIGHTS

--75

75

----

53

SUBTOTAL

--150

150

----

106

1345+00

-1458+19

NB USH 41

22,638

1,590

1,230

4,440

3,455

6,692

1460+13

-1472+31

NB USH 41

2,436

175

135

480

375

720

1474+09

-1491+37

NB USH 41

3,456

245

190

680

530

1,022

1493+34

-1527+39

NB USH 41

6,810

480

375

1,335

1,040

2,014

1460+10NB-

612+50SE

SE RAMP

600

160

208

----

201

616+88NE-1497+00NB

NE RAMP

940

220

407

----

380

NB SUBTOTAL

36,880

2,870

2,545

6,935

5,400

11,029

1345+00

-1458+56

SB USH 41

22,712

1,592

1,238

4,460

3,470

6,714

1460+50

-1472+17

SB USH 41

2,334

166

129

460

360

690

1473+91

-1490+50

SB USH 41

3,318

236

184

655

505

982

1492+45

-1546+37

SB USH 41

10,784

760

590

2,120

1,650

3,188

1460+75SB-

606+00SW

SW RAMP

2,520

270

210

----

170

609+60NW-1488+50SB

NW RAMP

1,500

270

340

----

358

SB SUBTOTAL

43,168

3,294

2,691

7,695

5,985

12,102

NORFIELD

----

30

----

--2-IN MILL & FILL

UNDISTRIBUTED

4,952

136

84

45

115

763

PROJECT TOTALS

85,000

6,450

5,500

14,675

11,500

24,000

245

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12/05/17

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507

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12/05/17

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516

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12/05/17

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517

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12/05/17

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519

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12/05/17

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523

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12/05/17

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532

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12/05/17

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533

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12/05/17

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535

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Wisconsin Department of Transportation 12/07/2017 07:17:56

Proposal ID: 20171212014 Project(s): 1130-32-71, 1150-54-71, 1150-68-71Federal ID(s): WISC 2018011, WISC 2018012, WISC 2018013

0001 Contract ItemsSECTION:

Alt Set ID: Alt Mbr ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescriptionItem ID

ProposalLine

Number

0002 201.0105Clearing STA

11.000_________._____ _________._____

0004 201.0205Grubbing STA

9.000_________._____ _________._____

0006 203.0100Removing Small Pipe Culverts EACH

31.000_________._____ _________._____

0008 203.0200Removing Old Structure (station) 001.STA 33+88

LUMP SUM _________._____LS

0010 203.0200Removing Old Structure (station) 002.STA 624+04NB

LUMP SUM _________._____LS

0012 203.0200Removing Old Structure (station) 003.STA 623+64SB

LUMP SUM _________._____LS

0014 203.0200Removing Old Structure (station) 004.STA 643+19NB

LUMP SUM _________._____LS

0016 203.0200Removing Old Structure (station) 005.STA 642+08SB

LUMP SUM _________._____LS

0018 203.0210.SAbatement of Asbestos ContainingMaterial (structure) 001. B-05-0131

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0028 203.0225.SDebris Containment (structure) 001. B-05-0131

LUMP SUM _________._____LS

Proposal Schedule of Items Page 1 of 25







ProposalLine

Number


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0038 204.0100Removing Pavement SY

3,450.000_________._____ _________._____

0040 204.0110Removing Asphaltic Surface SY

57,540.000_________._____ _________._____

0042 204.0115Removing Asphaltic Surface Butt Joints SY

1,738.000_________._____ _________._____

0044 204.0120Removing Asphaltic Surface Milling SY

164,000.000_________._____ _________._____

0046 204.0150Removing Curb & Gutter LF

2,575.000_________._____ _________._____

0048 204.0155Removing Concrete Sidewalk SY

920.000_________._____ _________._____

0050 204.0165Removing Guardrail LF

7,273.000_________._____ _________._____

0052 204.0170Removing Fence LF

350.000_________._____ _________._____

0054 204.0175Removing Concrete Slope Paving SY

290.000_________._____ _________._____

0056 204.0180Removing Delineators and Markers EACH

155.000_________._____ _________._____

0058 204.0190Removing Surface Drains EACH

9.000_________._____ _________._____

0060 204.0195Removing Concrete Bases EACH

20.000_________._____ _________._____








ProposalLine

Number

0062 204.0220Removing Inlets EACH

12.000_________._____ _________._____

0064 204.9090.SRemoving (item description) 001.Removing Underdrain

LF696.000

_________._____ _________._____

0066 205.0100Excavation Common CY

37,702.000_________._____ _________._____

0068 206.1000Excavation for Structures Bridges(structure) 001. B-05-0131

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0078 206.3000Excavation for Structures RetainingWalls (structure) 001. R-05-0114

LUMP SUM _________._____LS

0080 208.0100Borrow CY

18,989.000_________._____ _________._____

0082 210.1500Backfill Structure Type A TON

2,302.000_________._____ _________._____

0084 211.0100Prepare Foundation for Asphaltic Paving(project) 001. 1130-32-71

LUMP SUM _________._____LS

0086 211.0400Prepare Foundation for AsphalticShoulders

STA792.200

_________._____ _________._____

0088 213.0100Finishing Roadway (project) 001. 1130-32-71

EACH1.000

_________._____ _________._____








ProposalLine

Number


EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____

0094 214.0100Obliterating Old Road STA

1.000_________._____ _________._____

0096 305.0110Base Aggregate Dense 3/4-Inch TON

15,120.000_________._____ _________._____

0098 305.0120Base Aggregate Dense 1 1/4-Inch TON

21,695.000_________._____ _________._____

0100 305.0500Shaping Shoulders STA

1,516.000_________._____ _________._____

0102 310.0115Base Aggregate Open-Graded CY

14.000_________._____ _________._____

0104 311.0110Breaker Run TON

33,210.000_________._____ _________._____

0106 415.0080Concrete Pavement 8-Inch SY

16,314.000_________._____ _________._____

0108 415.0410Concrete Pavement Approach Slab SY

665.000_________._____ _________._____

0110 415.5110.SConcrete Pavement Joint Layout LS

1.000_________._____ _________._____

0112 416.0160Concrete Driveway 6-Inch SY

90.000_________._____ _________._____

0114 416.0610Drilled Tie Bars EACH

198.000_________._____ _________._____

0116 416.0620Drilled Dowel Bars EACH

200.000_________._____ _________._____

0118 416.1010Concrete Surface Drains CY

39.700_________._____ _________._____

0120 416.1110Concrete Shoulder Rumble Strips LF

15,390.000_________._____ _________._____








ProposalLine

Number

1.000000122 440.4410

Incentive IRI Ride DOL28,550.000

28,550.00

0124 455.0605Tack Coat GAL

24,080.000_________._____ _________._____

1.000000126 460.2000

Incentive Density HMA Pavement DOL26,840.000

26,840.00

0132 460.4110.SReheating HMA Pavement LongitudinalJoints

LF85,000.000

_________._____ _________._____

0134 460.5223HMA Pavement 3 LT 58-28 S TON

6,730.000_________._____ _________._____

0136 460.5224HMA Pavement 4 LT 58-28 S TON

9,260.000_________._____ _________._____

0138 460.7223HMA Pavement 3 HT 58-28 S TON

14,675.000_________._____ _________._____

0142 465.0105Asphaltic Surface TON

54.000_________._____ _________._____

0144 465.0120Asphaltic Surface Driveways and FieldEntrances

TON60.000

_________._____ _________._____

0146 465.0125Asphaltic Surface Temporary TON

13,585.000_________._____ _________._____

0148 465.0315Asphaltic Flumes SY

38.000_________._____ _________._____

0150 465.0400Asphaltic Shoulder Rumble Strips LF

94,830.000_________._____ _________._____

0152 502.0100Concrete Masonry Bridges CY

2,028.000_________._____ _________._____

0154 502.3100Expansion Device (structure) 001. B-05-0131

LUMP SUM _________._____LS

0156 502.3100Expansion Device (structure) 002.B-05-0079

LUMP SUM _________._____LS








ProposalLine

Number

0158 502.3100Expansion Device (structure) 003. B-05-0078

LUMP SUM _________._____LS

0160 502.3200Protective Surface Treatment SY

4,662.000_________._____ _________._____

0162 502.3210Pigmented Surface Sealer SY

960.000_________._____ _________._____

0164 502.4105Adhesive Anchors 5/8-inch EACH

350.000_________._____ _________._____

0166 502.4106Adhesive Anchors 3/4-inch EACH

5.000_________._____ _________._____

0168 502.4205Adhesive Anchors No. 5 Bar EACH

1,674.000_________._____ _________._____


204.000_________._____ _________._____


14.000_________._____ _________._____

0174 503.0145Prestressed Girder Type I 45-Inch LF

64.000_________._____ _________._____

0176 504.0500Concrete Masonry Retaining Walls CY

106.000_________._____ _________._____

0178 505.0400Bar Steel Reinforcement HS Structures LB

9,100.000_________._____ _________._____

0180 505.0600Bar Steel Reinforcement HS CoatedStructures

LB524,210.000

_________._____ _________._____

0182 505.0904Bar Couplers No. 4 EACH

28.000_________._____ _________._____


1,292.000_________._____ _________._____


48.000_________._____ _________._____


12.000_________._____ _________._____








ProposalLine

Number

0190 506.0605Structural Steel HS LB

51,050.000_________._____ _________._____

0192 506.2605Bearing Pads Elastomeric Non-Laminated

EACH1.000

_________._____ _________._____

0194 506.3020Welded Stud Shear Connectors 7/8x7-Inch

EACH2,060.000

_________._____ _________._____

0196 506.4000Steel Diaphragms (structure) 001. B-05-0131

EACH2.000

_________._____ _________._____


EACH24.000

_________._____ _________._____


EACH24.000

_________._____ _________._____


EACH12.000

_________._____ _________._____


EACH9.000

_________._____ _________._____

0206 506.5000Bearing Assemblies Fixed (structure)001. B-05-0131

EACH1.000

_________._____ _________._____

0208 506.6000Bearing Assemblies Expansion(structure) 001. B-05-0131

EACH2.000

_________._____ _________._____

0210 506.6000Bearing Assemblies Expansion(structure) 002. B-05-0078

EACH1.000

_________._____ _________._____

0212 509.1500Concrete Surface Repair SF

458.000_________._____ _________._____

0214 509.5100.SPolymer Overlay SY

19,753.000_________._____ _________._____

0216 511.1200Temporary Shoring (structure) 001. B-05-0077

SF146.000

_________._____ _________._____








ProposalLine

Number


SF152.000

_________._____ _________._____


SF212.000

_________._____ _________._____


SF192.000

_________._____ _________._____

0224 512.0500Piling Steel Sheet Permanent Delivered SF

3,745.000_________._____ _________._____

0226 512.0600Piling Steel Sheet Permanent Driven SF

3,745.000_________._____ _________._____

0228 513.2001Railing Pipe (structure) 001. R-05-0114 LF

287.000_________._____ _________._____

0230 516.0500Rubberized Membrane Waterproofing SY

162.000_________._____ _________._____

0232 517.0600Painting Epoxy System (structure) 001.B-05-0131

LUMP SUM _________._____LS

0234 517.0900.SPreparation and Coating of Top Flanges(structure) 001. B-05-0131

LUMP SUM _________._____LS

0236 517.1010.SConcrete Staining (structure) 001. R-05-0114

SF50.000

_________._____ _________._____

0238 517.1050.SArchitectural Surface Treatment(structure) 001. R-05-0114

SF50.000

_________._____ _________._____

0240 517.1800.SStructure Repainting Recycled Abrasive(structure) 001. B-05-0131

LUMP SUM _________._____LS

0242 517.4000.SContainment and Collection of WasteMaterials (structure) 001. B-05-0131

LUMP SUM _________._____LS

0244 517.4500.SNegative Pressure Containment andCollection of Waste Materials (structure)001. B-05-0131

LUMP SUM _________._____LS








ProposalLine

Number

0246 517.6001.SPortable Decontamination Facility EACH

1.000_________._____ _________._____

0248 520.8000Concrete Collars for Pipe EACH

5.000_________._____ _________._____

0250 520.9700.SCulvert Pipe Liners (size) 001. 18-INCH LF

85.000_________._____ _________._____

0252 520.9700.SCulvert Pipe Liners (size) 002. 30-INCH LF

80.000_________._____ _________._____

0254 520.9750.SCleaning Culvert Pipes for LinerVerification

EACH2.000

_________._____ _________._____

0256 521.1012Apron Endwalls for Culvert Pipe Steel12-Inch

EACH12.000

_________._____ _________._____

0258 521.1018Apron Endwalls for Culvert Pipe Steel18-Inch

EACH5.000

_________._____ _________._____

0260 521.3118Culvert Pipe Corrugated Steel 18-Inch LF

122.000_________._____ _________._____

0262 522.0118Culvert Pipe Reinforced Concrete ClassIII 18-Inch

LF4.000

_________._____ _________._____

0264 522.0130Culvert Pipe Reinforced Concrete ClassIII 30-Inch

LF56.000

_________._____ _________._____

0266 522.1012Apron Endwalls for Culvert PipeReinforced Concrete 12-Inch

EACH2.000

_________._____ _________._____


EACH7.000

_________._____ _________._____


EACH4.000

_________._____ _________._____


EACH6.000

_________._____ _________._____








ProposalLine

Number


EACH2.000

_________._____ _________._____

0276 522.2619Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical19x30-Inch

EACH2.000

_________._____ _________._____

0278 524.0118Culvert Pipe Salvaged 18-Inch LF

40.000_________._____ _________._____

0280 524.0142Culvert Pipe Salvaged 42-Inch LF

24.000_________._____ _________._____

0282 550.2104Piling CIP Concrete 10 3/4 X 0.25-Inch LF

900.000_________._____ _________._____

0284 601.0409Concrete Curb & Gutter 30-Inch Type A LF

5,281.000_________._____ _________._____

0286 601.0411Concrete Curb & Gutter 30-Inch Type D LF

646.000_________._____ _________._____

0288 601.0555Concrete Curb & Gutter 6-Inch Sloped36-Inch Type A

LF423.000

_________._____ _________._____

0290 601.0600Concrete Curb Pedestrian LF

362.000_________._____ _________._____

0292 602.0405Concrete Sidewalk 4-Inch SF

23,178.000_________._____ _________._____

0294 602.0410Concrete Sidewalk 5-Inch SF

14,100.000_________._____ _________._____

0296 602.0505Curb Ramp Detectable Warning FieldYellow

SF370.000

_________._____ _________._____

0298 603.8000Concrete Barrier Temporary PrecastDelivered

LF23,685.000

_________._____ _________._____

0300 603.8125Concrete Barrier Temporary PrecastInstalled

LF28,820.000

_________._____ _________._____

0302 604.0400Slope Paving Concrete SY

174.000_________._____ _________._____








ProposalLine

Number

0304 604.0500Slope Paving Crushed Aggregate SY

152.000_________._____ _________._____

0306 604.9010.SSlope Paving Repair Crushed Aggregate CY

6.000_________._____ _________._____

0308 606.0200Riprap Medium CY

95.000_________._____ _________._____

0310 608.0412Storm Sewer Pipe Reinforced ConcreteClass IV 12-Inch

LF291.000

_________._____ _________._____


LF136.000

_________._____ _________._____


LF159.000

_________._____ _________._____


LF402.000

_________._____ _________._____


LF170.000

_________._____ _________._____

0320 608.2419Storm Sewer Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 19x30-Inch

LF202.000

_________._____ _________._____

0322 611.0430Reconstructing Inlets EACH

8.000_________._____ _________._____

0324 611.0530Manhole Covers Type J EACH

1.000_________._____ _________._____

0326 611.0600Inlet Covers Type A EACH

2.000_________._____ _________._____

0328 611.0624Inlet Covers Type H EACH

12.000_________._____ _________._____

0330 611.0639Inlet Covers Type H-S EACH

4.000_________._____ _________._____

0332 611.0642Inlet Covers Type MS EACH

6.000_________._____ _________._____








ProposalLine

Number

0334 611.0654Inlet Covers Type V EACH

13.000_________._____ _________._____

0336 611.2005Manholes 5-FT Diameter EACH

7.000_________._____ _________._____

0338 611.3004Inlets 4-FT Diameter EACH

5.000_________._____ _________._____

0340 611.3220Inlets 2x2-FT EACH

15.000_________._____ _________._____

0342 611.3230Inlets 2x3-FT EACH

6.000_________._____ _________._____

0344 611.3902Inlets Median 2 Grate EACH

3.000_________._____ _________._____

0346 611.8110Adjusting Manhole Covers EACH

2.000_________._____ _________._____

0348 611.8115Adjusting Inlet Covers EACH

11.000_________._____ _________._____

0350 612.0106Pipe Underdrain 6-Inch LF

14.000_________._____ _________._____

0352 612.0206Pipe Underdrain Unperforated 6-Inch LF

20.000_________._____ _________._____

0354 612.0212Pipe Underdrain Unperforated 12-Inch LF

782.000_________._____ _________._____

0356 612.0406Pipe Underdrain Wrapped 6-Inch LF

485.000_________._____ _________._____

0358 613.1100.SCable Barrier Type 1 LF

47,700.000_________._____ _________._____

0360 613.1200.SCable Barrier End Terminal Type 1 EACH

44.000_________._____ _________._____

0362 614.0010Barrier System Grading ShapingFinishing

EACH11.000

_________._____ _________._____

0364 614.0150Anchor Assemblies for Steel Plate BeamGuard

EACH18.000

_________._____ _________._____








ProposalLine

Number

0366 614.0905Crash Cushions Temporary EACH

4.000_________._____ _________._____

0368 614.2300MGS Guardrail 3 LF

8,307.500_________._____ _________._____

0370 614.2330MGS Guardrail 3 K LF

650.000_________._____ _________._____

0372 614.2500MGS Thrie Beam Transition LF

936.000_________._____ _________._____

0374 614.2610MGS Guardrail Terminal EAT EACH

21.000_________._____ _________._____

0376 614.2620MGS Guardrail Terminal Type 2 EACH

5.000_________._____ _________._____

0378 616.0100Fence Woven Wire (height) 001. 4-FT LF

350.000_________._____ _________._____

0380 616.0700.SFence Safety LF

300.000_________._____ _________._____

0382 618.0100Maintenance And Repair of Haul Roads(project) 001. 1130-32-71

EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____

0388 619.1000Mobilization EACH

1.000_________._____ _________._____

0390 620.0200Concrete Median Blunt Nose SF

100.000_________._____ _________._____

0392 620.0300Concrete Median Sloped Nose SF

655.000_________._____ _________._____

0394 624.0100Water MGAL

513.000_________._____ _________._____

0396 625.0100Topsoil SY

2,165.000_________._____ _________._____








ProposalLine

Number

0398 625.0500Salvaged Topsoil SY

215,665.000_________._____ _________._____

0400 627.0200Mulching SY

75,000.000_________._____ _________._____

0402 628.1104Erosion Bales EACH

20.000_________._____ _________._____

0404 628.1504Silt Fence LF

4,800.000_________._____ _________._____

0406 628.1520Silt Fence Maintenance LF

4,800.000_________._____ _________._____

0408 628.1905Mobilizations Erosion Control EACH

12.000_________._____ _________._____

0410 628.1910Mobilizations Emergency Erosion Control EACH

14.000_________._____ _________._____

0412 628.2002Erosion Mat Class I Type A SY

10,000.000_________._____ _________._____

0414 628.2004Erosion Mat Class I Type B SY

171,980.000_________._____ _________._____

0416 628.2006Erosion Mat Urban Class I Type A SY

2,800.000_________._____ _________._____

0418 628.7005Inlet Protection Type A EACH

63.000_________._____ _________._____

0420 628.7010Inlet Protection Type B EACH

35.000_________._____ _________._____

0422 628.7015Inlet Protection Type C EACH

19.000_________._____ _________._____

0424 628.7020Inlet Protection Type D EACH

32.000_________._____ _________._____

0426 628.7504Temporary Ditch Checks LF

2,213.000_________._____ _________._____

0428 628.7555Culvert Pipe Checks EACH

158.000_________._____ _________._____

0430 628.7560Tracking Pads EACH

3.000_________._____ _________._____








ProposalLine

Number

0432 629.0210Fertilizer Type B CWT

175.000_________._____ _________._____

0434 630.0120Seeding Mixture No. 20 LB

445.000_________._____ _________._____


2,990.000_________._____ _________._____


95.000_________._____ _________._____

0440 630.0200Seeding Temporary LB

125.000_________._____ _________._____

0442 633.0100Delineator Posts Steel EACH

155.000_________._____ _________._____

0444 633.0500Delineator Reflectors EACH

181.000_________._____ _________._____

0446 633.1100Delineators Temporary EACH

130.000_________._____ _________._____

0448 633.5200Markers Culvert End EACH

40.000_________._____ _________._____

0450 634.0612Posts Wood 4x6-Inch X 12-FT EACH

11.000_________._____ _________._____


58.000_________._____ _________._____


34.000_________._____ _________._____


29.000_________._____ _________._____

0458 635.0200Sign Supports Structural Steel HS LB

8,154.000_________._____ _________._____

0460 636.0100Sign Supports Concrete Masonry CY

14.400_________._____ _________._____

0462 636.0500Sign Supports Steel Reinforcement LB

882.000_________._____ _________._____

0464 637.1220Signs Type I Reflective SH SF

1,685.000_________._____ _________._____








ProposalLine

Number

0466 637.2210Signs Type II Reflective H SF

1,215.370_________._____ _________._____

0468 637.2215Signs Type II Reflective H Folding SF

31.080_________._____ _________._____

0470 637.2230Signs Type II Reflective F SF

65.070_________._____ _________._____

0472 638.2101Moving Signs Type I EACH

1.000_________._____ _________._____

0474 638.2102Moving Signs Type II EACH

13.000_________._____ _________._____

0476 638.2601Removing Signs Type I EACH

13.000_________._____ _________._____

0478 638.2602Removing Signs Type II EACH

103.000_________._____ _________._____

0480 638.3000Removing Small Sign Supports EACH

133.000_________._____ _________._____

0482 638.3100Removing Structural Steel Sign Supports EACH

17.000_________._____ _________._____

0484 638.3210Revising Signs Type I Demountable EACH

1.000_________._____ _________._____

0486 638.4100Moving Structural Steel Sign Supports EACH

2.000_________._____ _________._____

0488 642.5001Field Office Type B EACH

1.000_________._____ _________._____

0490 643.0300Traffic Control Drums DAY

213,438.000_________._____ _________._____

0492 643.0420Traffic Control Barricades Type III DAY

17,784.000_________._____ _________._____

0494 643.0705Traffic Control Warning Lights Type A DAY

25,660.000_________._____ _________._____

0496 643.0715Traffic Control Warning Lights Type C DAY

18,108.000_________._____ _________._____

0498 643.0800Traffic Control Arrow Boards DAY

1,139.000_________._____ _________._____








ProposalLine

Number

0500 643.0900Traffic Control Signs DAY

76,338.000_________._____ _________._____

0502 643.0910Traffic Control Covering Signs Type I EACH

6.000_________._____ _________._____

0504 643.0920Traffic Control Covering Signs Type II EACH

15.000_________._____ _________._____

0506 643.1000Traffic Control Signs Fixed Message SF

1,792.500_________._____ _________._____

0508 643.1050Traffic Control Signs PCMS DAY

387.000_________._____ _________._____

0510 643.1070Traffic Control Cones 42-Inch DAY

240.000_________._____ _________._____

0512 643.5000Traffic Control EACH

1.000_________._____ _________._____

0514 645.0112Geotextile Type DF Schedule B SY

117.000_________._____ _________._____

0516 645.0120Geotextile Type HR SY

313.000_________._____ _________._____

0518 645.0140Geotextile Type SAS SY

22,000.000_________._____ _________._____

0520 646.1020Marking Line Epoxy 4-Inch LF

21,638.000_________._____ _________._____

0522 646.1040Marking Line Grooved Wet Ref Epoxy 4-Inch

LF291,090.000

_________._____ _________._____

0524 646.1555Marking Line Grooved ContrastPermanent Tape 4-Inch

LF10,870.000

_________._____ _________._____

0526 646.3020Marking Line Epoxy 8-Inch LF

2,215.000_________._____ _________._____

0528 646.3555Marking Line Grooved ContrastPermanent Tape 8-Inch

LF21,402.000

_________._____ _________._____

0530 646.5020Marking Arrow Epoxy EACH

10.000_________._____ _________._____








ProposalLine

Number

0532 646.5120Marking Word Epoxy EACH

4.000_________._____ _________._____

0534 646.5320Marking Railroad Crossings Epoxy EACH

2.000_________._____ _________._____

0536 646.7120Marking Diagonal Epoxy 12-Inch LF

30.000_________._____ _________._____

0538 646.7220Marking Chevron Epoxy 24-Inch LF

439.000_________._____ _________._____

0540 646.8120Marking Curb Epoxy LF

155.000_________._____ _________._____

0542 646.8220Marking Island Nose Epoxy EACH

9.000_________._____ _________._____

0544 646.9000Marking Removal Line 4-Inch LF

48,871.000_________._____ _________._____

0546 646.9100Marking Removal Line 8-Inch LF

2,040.000_________._____ _________._____

0548 646.9200Marking Removal Line Wide LF

175.000_________._____ _________._____

0550 649.0105Temporary Marking Line Paint 4-Inch LF

190,960.000_________._____ _________._____

0552 649.0150Temporary Marking Line RemovableTape 4-Inch

LF4,700.000

_________._____ _________._____

0554 649.0205Temporary Marking Line Paint 8-Inch LF

1,900.000_________._____ _________._____

0556 650.4000Construction Staking Storm Sewer EACH

63.000_________._____ _________._____

0558 650.4500Construction Staking Subgrade LF

9,051.000_________._____ _________._____

0560 650.5000Construction Staking Base LF

4,229.000_________._____ _________._____

0562 650.5500Construction Staking Curb Gutter andCurb & Gutter

LF997.000

_________._____ _________._____








ProposalLine

Number

0564 650.6000Construction Staking Pipe Culverts EACH

11.000_________._____ _________._____

0566 650.6500Construction Staking Structure Layout(structure) 001. B-05-0131

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0576 650.6500Construction Staking Structure Layout(structure) 006. R-05-0114

LUMP SUM _________._____LS

0578 650.7000Construction Staking ConcretePavement

LF5,278.000

_________._____ _________._____

0580 650.8000Construction Staking ResurfacingReference

LF133,959.000

_________._____ _________._____

0582 650.8500Construction Staking ElectricalInstallations (project) 001. 1150-54-71

LUMP SUM _________._____LS

0584 650.9000Construction Staking Curb Ramps EACH

23.000_________._____ _________._____

0586 650.9910Construction Staking SupplementalControl (project) 001. 1130-32-71

LUMP SUM _________._____LS


LUMP SUM _________._____LS








ProposalLine

Number


LUMP SUM _________._____LS

0592 650.9920Construction Staking Slope Stakes LF

110,900.000_________._____ _________._____

0594 652.0210Conduit Rigid Nonmetallic Schedule 401-Inch

LF740.000

_________._____ _________._____


LF570.000

_________._____ _________._____


LF2,010.000

_________._____ _________._____

0600 652.0605Conduit Special 2-Inch LF

60.000_________._____ _________._____

0602 652.0800Conduit Loop Detector LF

710.000_________._____ _________._____

0604 653.0105Pull Boxes Steel 12x24-Inch EACH

10.000_________._____ _________._____

0606 653.0164Pull Boxes Non-Conductive 24x42-Inch EACH

24.000_________._____ _________._____

0608 653.0905Removing Pull Boxes EACH

18.000_________._____ _________._____

0610 654.0101Concrete Bases Type 1 EACH

9.000_________._____ _________._____


2.000_________._____ _________._____


3.000_________._____ _________._____


5.000_________._____ _________._____


1.000_________._____ _________._____








ProposalLine

Number

0620 654.0217Concrete Control Cabinet Bases Type 9Special

EACH2.000

_________._____ _________._____

0622 655.0230Cable Traffic Signal 5-14 AWG LF

4,620.000_________._____ _________._____


350.000_________._____ _________._____


800.000_________._____ _________._____

0628 655.0305Cable Type UF 2-12 AWG Grounded LF

1,440.000_________._____ _________._____

0630 655.0515Electrical Wire Traffic Signals 10 AWG LF

2,280.000_________._____ _________._____

0632 655.0610Electrical Wire Lighting 12 AWG LF

2,034.000_________._____ _________._____

0634 655.0625Electrical Wire Lighting 6 AWG LF

4,287.000_________._____ _________._____

0636 655.0700Loop Detector Lead In Cable LF

1,510.000_________._____ _________._____

0638 655.0800Loop Detector Wire LF

1,760.000_________._____ _________._____

0640 656.0200Electrical Service Meter BreakerPedestal (location) 001. USH 41 NB &CTH B

LUMP SUM _________._____LS

0642 656.0200Electrical Service Meter BreakerPedestal (location) 002. USH 41 SB &CTH B

LUMP SUM _________._____LS

0644 657.0100Pedestal Bases EACH

9.000_________._____ _________._____

0646 657.0255Transformer Bases Breakaway 11 1/2-Inch Bolt Circle

EACH3.000

_________._____ _________._____

0648 657.0315Poles Type 4 EACH

2.000_________._____ _________._____








ProposalLine

Number

0650 657.0322Poles Type 5-Aluminum EACH

3.000_________._____ _________._____

0652 657.0420Traffic Signal Standards Aluminum 13-FT EACH

4.000_________._____ _________._____


2.000_________._____ _________._____


3.000_________._____ _________._____

0658 657.0709Luminaire Arms Truss Type 4-InchClamp 12-FT

EACH2.000

_________._____ _________._____

0660 657.0710Luminaire Arms Truss Type 4 1/2-InchClamp 12-FT

EACH6.000

_________._____ _________._____

0662 657.1350Install Poles Type 10 EACH

5.000_________._____ _________._____

0664 657.1360Install Poles Type 13 EACH

1.000_________._____ _________._____

0666 657.1520Install Monotube Arms 20-FT EACH

2.000_________._____ _________._____


1.000_________._____ _________._____


2.000_________._____ _________._____


1.000_________._____ _________._____

0674 657.1812Install Luminaire Arms Steel 12-FT EACH

7.000_________._____ _________._____

0676 658.0173Traffic Signal Face 3S 12-Inch EACH

18.000_________._____ _________._____

0678 658.0174Traffic Signal Face 4S 12-Inch EACH

4.000_________._____ _________._____

0680 658.0215Backplates Signal Face 3 Section 12-Inch

EACH18.000

_________._____ _________._____








ProposalLine

Number

0682 658.0220Backplates Signal Face 4 Section 12-Inch

EACH4.000

_________._____ _________._____

0684 658.0416Pedestrian Signal Face 16-Inch EACH

10.000_________._____ _________._____

0686 658.0500Pedestrian Push Buttons EACH

3.000_________._____ _________._____

0688 658.5069Signal Mounting Hardware (location)001. USH 41 NB & CTH B

LUMP SUM _________._____LS

0690 658.5069Signal Mounting Hardware (location)002. USH 41 SB & CTH B

LUMP SUM _________._____LS

0692 659.1115Luminaires Utility LED A EACH

9.000_________._____ _________._____

0694 659.1120Luminaires Utility LED B EACH

6.000_________._____ _________._____

0696 690.0150Sawing Asphalt LF

76,911.000_________._____ _________._____

0698 690.0250Sawing Concrete LF

418.000_________._____ _________._____

1.000000700 715.0415

Incentive Strength Concrete Pavement DOL5,135.000

5,135.00

1.000000702 715.0502

Incentive Strength Concrete Structures DOL12,798.000

12,798.00

1.000000704 801.0117

Railroad Flagging Reimbursment DOL57,200.000

57,200.00

5.000000706 ASP.1T0A

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

HRS6,000.000

30,000.00

5.000000708 ASP.1T0G

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

HRS3,960.000

19,800.00

0710 SPV.0035Special 001. Concrete Surface RepairCorrosion Inhibiting Admixture

CY1.700

_________._____ _________._____








ProposalLine

Number

0712 SPV.0060Special 002. Adjusting Water Valve Box EACH

4.000_________._____ _________._____

0714 SPV.0060Special 003. Cable Barrier End TerminalNucor

EACH14.000

_________._____ _________._____

0720 SPV.0060Special 100. Soil Nail Verification TestsR-05-0114

EACH3.000

_________._____ _________._____

0722 SPV.0060Special 101. Soil Nail Proof Test R-05-0114

EACH4.000

_________._____ _________._____

0724 SPV.0090Special 001. Fence Decorative Bridge LF

265.000_________._____ _________._____

0726 SPV.0090Special 002. Concrete Curb and Gutter24-Inch

LF330.000

_________._____ _________._____

0728 SPV.0090Special 003. Salvage and Reinstall HTCable Barrier

LF7,115.000

_________._____ _________._____

0730 SPV.0090Special 004. Marking Crosswalk Epoxy8-Inch

LF738.000

_________._____ _________._____

0732 SPV.0090Special 005. Temporary Drain SlottedVane Longitudinal

LF805.000

_________._____ _________._____

0734 SPV.0090Special 006. Remove and ReinstallGuardrail

LF4,795.000

_________._____ _________._____

0736 SPV.0090Special 007. Glare Screen Temporary LF

1,000.000_________._____ _________._____

0738 SPV.0090Special 008. Cable Barrier Nucor LF

13,125.000_________._____ _________._____

0740 SPV.0090Special 008. Marking Stop Line Epoxy24-Inch

LF210.000

_________._____ _________._____

0742 SPV.0090Special 009. Concrete Barrier TemporaryPrecast Anchoring

LF3,885.000

_________._____ _________._____








ProposalLine

Number

0744 SPV.0105Special 001. Remove Traffic Signal (USH41 NB & CTH B)

LUMP SUM _________._____LS

0746 SPV.0105Special 002. Remove Traffic Signal (USH41 SB & CTH B)

LUMP SUM _________._____LS

0748 SPV.0105Special 004. Electrical Service MeterBreaker Pedestal Special

LUMP SUM _________._____LS

0750 SPV.0165Special 001. Fiber Wrap ReinforcingStructural

SF1,071.000

_________._____ _________._____

0752 SPV.0165Special 002. Insulation Board (2-Inch) SF

224.000_________._____ _________._____

0754 SPV.0165Special 100. Soil Nail Retaining Walls R-05-0114

SF1,817.000

_________._____ _________._____

0756 204.0270Abandoning Culvert Pipes EACH

1.000_________._____ _________._____

0758 450.4000HMA Cold Weather Paving TON

13,420.000_________._____ _________._____

0760 460.0100.SHMA Pavement Test Strip EACH

1.000_________._____ _________._____

0762 460.8424HMA Pavement 4 SMA 58-28 H TON

11,500.000_________._____ _________._____

0764 SPV.0105Special 003. Material Transfer Vehicle LUMP SUM _________._____LS

Section: 0001 _________._____Total:

Total Bid: _________._____


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