solicitation scope of service - details report · the inspector must have experience inspecting the...

Solicitation Scope Of Service - DETAILS REPORT

Transportation Region/Bureau: Bureau of Highway Maintenance Solicitation ID: BHM-01

Solicitation Month and Year: January 2021 Solicitation Type(Roster/Open): Roster

Anticipated Construction Cost: $20,000,000-$24,999,999 NOI Due Date: 01/20/2021

Anticipated Project Start Date: 04/26/2021 Anticipated Project Completion Date: 12/30/2024

PROJECT ID(S)

Project ID Project Name Route County Limit

1130-44-73 APPLETON- GREEN BAY USH 041N 44 - Outagamie County WRIGHTSTOWN SAFETY/WEIGHT FACILITY

SCHEDULE FOR DELIVERABLES

Schedule Item Due Date

60% plans

Draft PS&E

PS&E package 11/01/2022

DEPARTMENT PROVIDES

Items

As built plans

Aerial Mapping and survey

Conceptual Design Layouts

Utility List

30% Site Plans

Consultant Requirements ( Listed in approximate order of importance) :

Consultants Requirements

Familiarity with State of Wisconsin Standard Specifications for Highway and Structure Construction, WisDOT and US DOT Manual on Uniform Traffic Control Devices, and the AASHTO Roadside Design Guide

Experience completing the PS&E process as described in WisDOT FDM.

Experience with architectural, mechanical, electrical and plumbing design, including geothermal and septic system design

Familiarity with Wisconsin Building Codes and accepted practices

Knowledge and experience with the environmental documentation and agency coordination required

Provide final design (30% - PSE) for roadway engineering, architectural design, building engineering and related services for the combined Wrightstown SWEF & DSP Northeast Region Headquarters Post. WisDOT will provide building plan concepts and 30% preliminary site plan design elements to be utilized and incorporated into the final plan development. It is anticipated the new facility will be located at the existing SWEF site.

The SWEF/Post building will consist of 2 above grade floors and a basement. The second floor will consist of the DSP Post facility. The first floor will consist of the SWEF operations center and attached two-bay, indoor truck inspection building with a total facility size of approximately 40,000 SF. A new site roadway system, parking area and building will be constructed. A new water supply source and sewage treatment system/municipal sewer connection will be also required.

The project will also include construction of virtual weigh station and enforcement pull-off site for the southbound lanes of I-41.

New right-of-way may be required for the facility, the I-41 NB mainline/SWEF ramp designs, and the I-41 SB enforcement pull-off site. A Transportation Project Plat (TPP) will be prepared as part of the I-41 improvements. Coordination with I-41 majors study will be required.

PROJECT DESCRIPTION

Replace the Wrightstown Safety & Weight Enforcement Facility (SWEF). Located on I-41 northbound at mile marker 153, the SWEF opened in 1967 and upgraded in 1991. Growth in traffic volumes, advances in technology and facility age have resulted in the SWEF becoming functionally obsolete. The new building will incorporate both the SWEF & Division of State Patrol’s (DSP) Northeast Region Headquarters Post.

PROJECT PURPOSE AND NEED

Report Generated on 12/15/2020 4:27 PM[Timezone: (UTC-06:00) Central Time (US & Canada)]

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Name Email

No records to display

Notification pertaining to DBE goals:

N/A

Special Instructions: Do not include any information that meets the definition of "trade secret" as that term is defined in s. 134.90(1)(c), Wis. Stats.

Interview: Interviews will be conducted

Interview Information: Questions are provided below. At least eight (8) business days before the interview, short-listed firms will be provided specific interview time and information.

Interview Date: 02/03/2021

Interview Place: Teleconference

DBE goal on project: No

DBE goal: DBE goal in $ 0.00

Advertised Fixed Fee %: 7.75

Other Information: Please be prepared to answer the following during your interview: 1. Project Management and Design Delivery – What are your team’s qualifications from the past decade, capacity to deliver over the next two years, and strategies for success on this project? 2. Facility and Site Development Design – What are your team’s qualifications from the past decade, capacity to deliver over the next two years, and strategies for success on this project? 3. Roadway and Site Circulation Design – What are your team’s qualifications from the past decade, capacity to deliver over the next two years, and strategies for success on this project? 4. Construction staging, scheduling, estimating - What are your team’s qualifications from the past decade, capacity to deliver over the next two years, and strategies for success on this project? 5. Innovation – What has your team applied in the past decade and what potential innovations could your team apply to improve efficiency, effectiveness, and/or quality for this project? Please provide details (scope; Department savings of cost and/or time) as well as noting those ideas not implemented.

Basis of Payment

The Basis of Payment will be one or more of the following:

Actual Cost Plus Fixed Fee

Lump Sum

Specific Rate

Cost Per Unit

Basis of Payment Notification


The contract price will be based on the selected consultant’s actual costs plus fixed fee. Actual costs will be defined as those costs allowable under the cost principles in Part 31 of Federal Acquisition Regulation (FAR).

Consultant costs including indirect cost rates and cost accounting system will be subject to audit. Consultant firms that are unable to account for costs consistent with requirements of the FAR are not eligible to contract. Consultants selected will be required to either submit or have on file with WisDOT a Consultant Financial Report prior to contract execution. Information on the report may be found at http://wisconsindot.gov/Pages/doing-bus/eng-consultants/cnslt-rgistr/fncl-rpt.aspx.

Fixed Fee Notification


The fixed fee for this contract will apply an indirect cost factor of 150% to the consultant’s estimated direct labor, regardless of the consultant’s actual indirect rate.

Special Skills/Certification License ( Listed in approximate order of importance) :

Special Skills Certification License

Professional Engineer

Knowledge of WI Roadside Facility operations

Knowledge of WI State Patrol Safety & Weight Enforcement functions

Architect

Disadvantaged Business Enterprise ( DBE ) Subcontracting goal on this solicitation will be

Project DBE Goal in $/%



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Transportation Region/Bureau: Bureau of Structures Solicitation ID: BOS-01

Solicitation Month and Year: January 2021 Solicitation Type(Roster/Open): Open

Anticipated Construction Cost: N/A NOI Due Date: 01/20/2020


Master Group Id: January 2021 Structural Steel Inspection Master Group Type: Shop Inspection of Structural Steel

Basis of Payment


Specific Rate

Lump Sum

Cost Per Unit




To be determined in each work order

DEPARTMENT PROVIDES

Items

Shop drawings

Contract plans

Special provisions

WisDOT Specifications

Guidance for settling compliance issues at fabrication shops



Certified Weld Inspector (CWI) must be on staff to direct the inspection and, if needed, be available to go to the job site.



The inspector must have experience inspecting the structure type being fabricated.

The inspector(s) must be a Certified Weld Inspector (CWI).

American Welding Society (AWS) code knowledge.

Knowledge of metals and metal joining

Plan reading and ability to read weld symbols

Must have communication skills to work with the fabricator’s Quality Control Unit

Visit the fabrication shops with the purpose of applying quality assurance to the fabrication of the structures. Focus on the American Welding Society Welding Code, Special Provisions, and Wisconsin Standard Specifications as standards for compliance.

Fabrication shop locations primarily include the states of Illinois, Indiana, Minnesota, Missouri and Wisconsin.

PROJECT DESCRIPTION

Provide shop inspection of structural steel for steel bridges and overhead sign structures.



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Name Email



N/A

Special Instructions: Do not include any information that meets the definition of “trade secret” as that term is defined in s. 134.90(1)(c), Wis. Stats.

Interview: Interviews will not be conducted

Interview Information:

Interview Date:

Interview Place:




Other Information:









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Transportation Region/Bureau: DTIM - Bureau of Transit, Local Roads, Railroads and Harbors

Solicitation ID: BTLRRH-01




Basis of Payment


Lump Sum

Specific Rate

Cost Per Unit






PROJECT ID(S)


0095-14-05 Rail Planning Statewide 86 - State Wide Various



Collection and update of rail-hwy crossing safety data 06/04/2021

Analysis of crossing incidents, blockage & trespassing data 08/13/2021

Draft rail safety action plan 10/15/2021

State Highway-Rail Grade Crossing Action Plan 01/08/2021

DEPARTMENT PROVIDES

Items

State Railroad Crossing System Inventory Database Access

Access to Office of Commissioner Data and Public Comments

Rail line mapping data for Wisconsin

Public and stakeholder outreach and comment process



Planning experience consistent with FRA guidance

System level planning experience for motorized and non-motorized rail crossing safety



N/A

Assist grade crossing and trespasser safety data collection and development of an action plan for statewide short- and long-term strategies to improve safety at and near rail-highway crossings. Assist research and policy development for crossing safety best practices for multimodal users at or near the rail system. Assist with development of goals for rail safety progress statewide.

PROJECT DESCRIPTION

Support technical element - of the development of State Rail Plan 2050: Grade crossing and trespasser safety.



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Name Email



N/A




Interview Date:

Interview Place:




Other Information:








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Transportation Region/Bureau: Bureau of Technical Services Solicitation ID: BTS-01




Master Group Id: January 2021 Subsurface Exploration Drilling

Master Group Type: Subsurface Exploration



Field cone penetrometer logs

Field coring logs

Field drilling logs

Field soil samples

Field Survey, as needed

gINT boring logs

Pavement cores

Bedrock cores/samples

Time accounting documentation (Daily Drilling Report)

Coordinates of as drilled bore hole locations in WCCS

Google Earth image with coord. correct as drilled locations

DEPARTMENT PROVIDES

Items

Project Schedule

Project Location map

Field layout of borings/cores

Number of borings/cores

Estimated depth of borings/diameter of cores

Sampling methods/instructions

WISDOT Forms:Field Logs, Daily Drilling Report



Work Zone traffic control experience and capabilities.

Qualifications of field staff to field classify soils/samples.

Qualifications for performing the Geotechnical drilling and sampling as identified in the project description.

Drilling/coring experience.

Availability of support equipment for drilling/coring operations.

Service providers base of operation in relationship to various project locations

Drill site access and site preparation capabilities

Investigation of subsurface soils for: foundations of proposed bridges, retaining walls, box culvert, or other structures; marsh boring/probes; roadway embankment evaluations; roadway cut evaluation; investigation methods including Auger, SPT, DCP, DCP and Vane Shear testing pavement investigation; coring of newly constructed or existing pavement; provide staff to supplement WISDOT drill crews.

PROJECT DESCRIPTION

Obtain data to facilitate engineering of: bridge and structure foundation design, culvert foundation design, retaining wall stability, pavement recycling/rehabilitation design, new pavement thickness verification, roadway embankment elevation, marsh removal/settlement evaluation, roadway cut evaluation.



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Name Email



N/A




Interview Date:

Interview Place:




Other Information:

Basis of Payment


Lump Sum

Specific Rate

Cost Per Unit











Knowledge of split spoon sampling (AASHTO T-206 Standard Penetration Test)

Knowledge oand understanding of station, offset, and elevation

The ability to recalculate station, offset, and elevations

Ability and knowledge to obtain bedrock cores

Ability to collect coordinates


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Transportation Region/Bureau: North Central Region Solicitation ID: NC-01




PROJECT ID(S)


1590-12-05 RHINELANDER - MONICO USH 008E 43 - Oneida County STH 47 TO CTH P



Final Environmental Document 11/01/2022

60% plans 06/01/2023

Design Study Report 11/01/2023

90% Plans 02/01/2025


DNR Coordination

Drainage Design Report

Final DNR/401 water quality certification

DT1078 utility submittal

Intersection and interchange alternatives analysis

DEPARTMENT PROVIDES

Items

Traffic data, counts, projections

As built plans




Experience in preparing the SSR / TMP / DSR / Environmental documents and other required design documents.

Experience with public involvement.

Experience with Trans 220 utility coordination process



Level 2 Roundabout Designer


This is a rehabilitation, pavement replacement project is along 6.72 miles of USH 8 from the STH 47 intersection to the CTH P intersection in Oneida County. It is proposed to make improvements to the STH 17 South intersection (reconstruction alternatives will be investigated; replacement with a roundabout is anticipated), replace curb & gutter, pavement, and loops/signal bases at the CTH G intersection, and mill/resurface the STH 17 North intersection. It is also proposed to perform subgrade improvement from the STH 17 North intersection to the CTH P intersection and replace one culvert.

PROJECT DESCRIPTION

The pavement is in need of replacement and the STH 17 South intersection will have operational needs addressed.



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Name Email



N/A




Interview Date:

Interview Place:




Other Information:

Basis of Payment


Lump Sum

Specific Rate

Cost Per Unit













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Transportation Region/Bureau: Northeast Region Solicitation ID: NE-01




PROJECT ID(S)


9165-13-00 ARGONNE - NELMA STH 055N 21 - Forest County SCOTT LAKE ROAD TO STH 70

9165-13-01 ARGONNE - NELMA STH 055N 21 - Forest County STH 70 TO MICHIGAN STATE LINE



Environmental report (CEC) 09/01/2021

60% plans 11/01/2021

Traffic Management Plan 01/01/2022


DT1078 utility submittal 02/01/2022

90% Plans 07/01/2022

Advanceable PS&E 11/01/2022


DEPARTMENT PROVIDES

Items

Pavement design

As built plans






Capacity to accomplish the work within the required timeframe/schedule

Ability to perform field survey




The STH 55 perpetuation design project extends from Scott Lake Road to STH 70 (15.83 miles) in the town of Argonne and from STH 70 to Michigan State Line (5.79 miles) ending in the town of Alvin in Forest County.

PROJECT DESCRIPTION

STH 55 pavement is in need of resurfacing. In addition, culvert pipes and beam guard need to be replaced. This project located in NC Region will be managed as a workshare project by NE Region.



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