Addendum 01 for RFB951700-01

Project Name: DVA IVC Columbarium and Irrigation System Expansion

DAS RFB#: 951700-01

DAS Project #: 9517.00 Date: 7/23/26

Bids Due: July 30th at 2:00 pm

Contents:

• Cover Page, Clarifications and Questions (3 pages)

• Pre-Bid meeting minutes and sign in sheet (8 pages)

• Specification Section 00 0700 - Davis Bacon Prevailing Wage & Related Acts (23 pages)

• Specification Section 01 6001 – Product Requirements Build America, Buy America Act (BABAA) (9 pages)

Clarifications:

• None at this time.

Questions:

• On page A101 detail B4 show a elevation view on a typical side of a columbarium wall. The length of niches of each wall is 36 niches long. I just wanted to make sure that it would be possible to use 4 units that would have the configuration of 5 niches high and 9 niches long, which would be 36 niches long.

o It is permissible to utilize multiple smaller precast columbarium panels to achieve the required wall length. Panels may be configured as 5 niches high by 9 niches long, resulting in four panels for a typical 36-niche-long wall, or 5 niches high by 6 niches long, resulting in 6 panels for a typical 36-niche-long wall, subject to compliance with the Contract Documents. The Contractor shall provide and install backer rod and sealant at all vertical precast panel joints in accordance with the manufacturer's recommendations and project specifications. The Contractor is responsible for coordinating and accommodating any dimensional impacts associated with the use of additional panel joints and shall ensure that the overall wall dimensions, niche layout, and alignment remain consistent with the design intent. The layout of metal signage and niche numbering may require adjustment during the shop drawing process to coordinate with final limestone and precast panel joint locations. Any such adjustments shall maintain the overall design intent and be submitted for review and approval.

• Do you know who provided the precast columbarium units on the original phase of this project area? We just want to be sure we don’t leave the original supplier out of our invites as they should understand how to build the precast units.

o The Tribute Companies, 352 Cottonwood Ave., Hartland, WI, 53029 for Walls 7-12 and Koppenberg Enterprises, Inc. Monroe, WA, provided the precast columbaria niches for walls 1-6 at the Veterans Cemetery.

• Is there a spec on the stainless rosettes for the niche covers? I’m assuming these need to exactly match the existing rosettes.

o Niche cover attachment hardware shall meet the requirements of the VA National Cemetery Administration’s standard for stainless-steel rosette, mounting brackets, and bolts for complete attachment of the niche covers to the precast columbarium units. The rosettes are to be ASTM Type 316 stainless steel sheet goods, 2.7mm thick. Die stamp, producing an eight-petal flower pattern as shown on drawings, 25 mm (one-inch) diameter with slight convex; center hole of 5.5 mm (0.218"), concentric to outer edge, with shoulder recess of 10 mm (0.400") in diameter and 1mm (0.035") in depth. Rosettes shall match existing in place at the site in color, finish, and design.

• What should be done with the existing irrigation mainlines that are anticipated to be impacted by construction?

o Contractor should anticipate that the existing N-S irrigation mainline on the east edge of the existing columbarium walls will be impacted by the project. Contractor should include removal and replacement of the existing 2” mainline piping and salvage and/or replace all existing isolation vales, electric valves, quick coupler valves, control wires, grounds and associated irrigation system as required by construction. This work includes reconnection of all existing lateral lines and associated control wiring.

• What should be done with the existing irrigation mainlines that is anticipated to be impacted by extension of the storm sewer?

o Contractor should anticipate that a portion of the south irrigation mainline and lateral line connections on the southeast edge of the existing columbarium walls will be impacted by the proposed storm sewer extension. Contractor should include removal and replacement of the existing 2” mainline piping and salvage and/or replace all existing isolation vales, electric valves, quick coupler valves, control wires, grounds and associated irrigation system as required by construction. This includes all lateral line connections and existing sprinkler heads which may be impacted by construction.

• Should sleeves be utilized in locations where irrigation will be under paving?

o Contractor shall install minimum 4” sleeves in all locations where irrigation piping will be located under paving. The two (2) existing sleeves long the east edge of the existing columbarium walls shall be extended under the proposed sidewalk widening areas.

• C3 / A101 calls out 8" CMU but does not provide the vertical reinforcing requirements. Please provide this information so that we can provide a proper bid.

o Provide and install #5 vertical reinforcing bars at 24 inches on center in fully grouted CMU cells.

• While flashing is called out in the spec's, it is not shown on A101. Please verify what will be required.

o Provide flashing at the top of all CMU walls. Install flashing continuously beneath the limestone cap and extend it through the wall thickness to direct any moisture to the exterior, preventing water intrusion into the CMU wall cavity.

• Please confirm the elevation of the footing under the end cap walls. All we know for certain at this time is that the limestone is to extend a minimum of 6" below grade while the bottom of the columbarium should be kept 6" above grade. This does not provide definitive information on the overall height of the end cap wall.

o Per Sheet C201, the top of concrete elevation is 981.16. The bottom of the columbarium is to be maintained 6 inches above the top of concrete, resulting in an elevation of 981.66. The limestone is required to extend a minimum of 6 inches below grade; therefore, the bottom of the limestone shall be at an elevation of

980.66 or lower.

• A4 and B4 show the extent of the columbarium footing apparently extending into the back of the stone on the end cap walls. Please clarify the proper extents / locations of the respective systems here.

o Provide a footing ledge that allows the limestone to bear directly on the foundation.

Maintain all required elevations, dimensions, and structural support of the limestone assembly. Provide sufficient limestone thickness and anchorage, as required, to ensure durability and prevent cracking, spalling, or other premature damage. Start #4 rebar stirrup minimum 1’-6” from edge of footing to provide ample coverage from the ledge.

• We just noticed the cast stone jambs called out in C3 / A101. This material is not included in the masonry specifications – please provide this information ASAP.

o The cast stone jambs indicated at Detail C3/A101 shall be limestone, not cast stone. Provide limestone jambs in accordance with the requirements shown on the drawings.

State of Iowa - Department of Administrative Services 109 SE 13th St.

Des Moines, Iowa 50319 P: (515) 281-7260

Project: 9517.00 DVA IVC Columbarium and Irrigation System Expansion

34024 Veterans Memorial Dr Van Meter, Iowa 50003

RFB Pre-Bid Minutes: Meeting #1

Meeting Date Jul 16, 2026 Meeting Time 10:30 am - 11:30 am Central Time (US & Canada)

Meeting Location

Overview Meeting to allow prospective bidders to visit the site, when possible, and learn more about the project.

Notes

Attachments

Scheduled Attendees

Name Company Phone Number Email Attendance

Travis Hoyle DCI Group P: (515) 244-5043 travish@dcigroup-us.com Present

David Haines Iowa Veterans Home P: (641) 753-4411 david.haines@ivh.state.ia.us Present

Chris Bauer Shive Hattery Inc. P: (515) 223-8104 cbauer@shive-hattery.com Absent

Brad Tonyan State of Iowa - Department of Administrative Services

P: 515-360-7718 brad.tonyan@iowa.gov Present

Introduction

No. Mtg Origin Title Assignment Due Date Priority Status

1.1 1 Introductions Open

Description Attendees

Official Documented Meeting Minutes Ben Dekruyf - Shive Hattery Michael Kleene - Shive Hattery Shane Laycock - IVC

Project Overview

2.1 1 Project Description Open

Description

1. Bid Package #01 – Columbarium and Irrigation Expansion:

1. General

1. It will be this Contractor’s responsibility for protecting all areas to remain. This Contractor shall repair or replace any existing conditions that are damaged as part of this scope or work.

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2. This Contractor is responsible for coordinating required soil inspections/testing with the Owner’s third party provider.

3. Contractor shall provide and maintain all required SWPPP controls.

4. This Contractor is responsible to haul spoils to designated area on site.

5. This Contractor will be responsible for providing traffic control as needed for one’s work.

Coordinate all traffic control with the cemetery staff.

6. This contractor shall provide 6’ tall chain link construction fence with opaque netting securely attached for the duration of construction as outlined in the contract documents.

7. This contractor shall provide temporary construction entrance, with signage for no public access, and 6” of stone over geotextile fabric. Upon completion of the project this shall be removed and salvaged clean granular material to the owner. Owner to provide stockpile location onsite at the end of construction. This area shall be prepped for a minimum depth of 6” for sod restoration

8. This contractor shall provide and maintain temporary restroom facilities for this project for the duration of construction.

9. Contractor shall utilize the area to the east and south of the project site for construction parking, laydown, and temp restroom facilities.

10. This Contractor shall provide and maintain a concrete “wash-out” container in accordance with State regulations for one’s work.

11. This contractor shall provide two new cast iron benches, these will be placed at Columbarium Wall #13 as outlined in the contract documents.

12. This contractor shall provide new Space Force Service plaque and new bronze backer plaque with 1” stand-off mounts for the Committal Shelter at the Iowa Veterans Cemetery.

13. Contractor shall remove, salvage, clean and polish the five (5) existing plaques for reinstallation on new bronze backer plaque. These shall be remounted with new ½” standoffs.

14. This Contractor is responsible for installation of furnishings supplied by the Owner as indicated in the contract documents.

2. Demolition

1. This Contractor is responsible for complete removal of existing trees per the drawings. Contractor shall remove stump and root ball along with each tree. Contractor shall backfill holes as needed.

2. This contractor shall remove and cap existing irrigation lines at project extents.

3. This contractor shall relocate existing isolation valve quick couple valve and ground to new turf area.

4. This contractor shall protect existing paving, curbs, storm structures & piping columbarium walls, and trees called to remain as outlined in the contract documents.

1. Site Work

1. This Contractor is responsible for all excavation, placement and backfill of the complete storm sewer scope including, but not limited to, new structures and HDPE piping.

2. This Contractor is responsible for rough grading and subgrade prep per the drawings.

3. This Contractor is responsible for providing all erosion control measures.

4. This Contractor shall strip and stock topsoil that is removed as part of the rough grading.

5. This Contractor is responsible for final grading to include spreading of existing top soil. Contractor shall supplement existing top soil as need to achieve 6” of top soil for all new areas of vegetation.

2. Concrete

Meeting #1 - RFB Pre-Bid Project: 9517.00 DVA IVC Columbarium and Irrigation System Expansion

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1. This Contractor is responsible for alll PCC curbs and paving.

2. This Contractor is responsible for the foundations at the columbaria. This includes, but is not limited to, excavation, reinforcement, concrete, subdrains and backfill.

3. This Contractor shall ensure all exposed foundation concrete is finished per the contract documents.

4. This Contractor shall supply and install subdrain at foundations.

5. This Contractor shall include the cost of concrete pumping in their bid as required.

6. This Contractor shall include any/all costs to provide pumping and dewatering all footing excavations.

7. This Contractor is responsible to provide expansion, control, and isolation joints as indicated on the drawings. This shall include joints sealants as required.

8. This Contractor shall provide and install concrete curing as indicated on the drawings.

9. This Contractor shall provide and install all granular subbase as required under all PCC paving.

10. This Contractor is responsible for any/all formwork and steel reinforcing. This shall also include epoxy anchors and wall sleeves.

11. This Contractor is responsible for any/all vapor barriers, waterproofing, and sealers as indicated in the contact documents.

3. Masonry

1. This Contractor is responsible for completing all masonry work including, but not limited to, all CMU, brick, limestone, stone masonry, grouting, mortar and anchors.

2. This Contractor to furnish and install all steel reinforcing scheduled for masonry work.

3. This Contractor is responsible for all backer rod and sealant that is in contact with the material provided by this bid package.

4. This Contractor shall clean one’s work in accordance with the contract documents.

4. Columbarium Structures

1. Contractor to furnish and install all precast columbarium structures.

2. This Contractor shall provide and install drainage weeps at base of columbarium structures.

3. This Contractor to furnish and install all metal signage for columbarium wall numbers scheduled for installation on masonry items.

4. Contractor to install all niche covers as supplied by the Owner. This Contractor to coordinate delivery of niche covers with the Owner. This Contractor to provide all hardware for installation.

5. Contractor shall coordinate the installation of niche covers with Iowa Veterans Cemetery

Representatives. Contractor shall provide a mock up on a section of the new columbarium wall with 5 rows and 5 column for review by the team. Approval by IVC, Architect and Construction Manager is required for final horizontal and vertical alignment of niche covers before installation can be considered complete.

1. Irrigation

1. This Contractor is responsible for the complete site irrigation package. Irrigation system shall tie into the existing system. Including, sprinkler lines & heads, pressure filter refurbishment, chemical dosing pump, and backwash pump

2. This Contractor shall remove and dispose of existing filter media, influent header and underdrain in each filter. as outlined in the contract documents.

3. This contractor shall supply and install new influent distribution header and under drain in each filter and place new media in each filter as outlined in the contract documents.

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4. This Contractor shall remove and salvage existing backwash pump to the owner and supply and install new backwash pump.

5. This contractor shall provide a minimum of 1 day for start-up testing of filters, backwash and chemical pumps. This shall be coordinated with owner and control panel integrator/contractor

2. Landscaping

1. This Contractor shall supply and install sod per the drawings. Contractor shall prep and scarify all disturbed areas and remove debris prior to sod installation.

2. This Contractor shall supply and install all plants and trees as noted on the drawings including mulch.

1. Owner Furnished Products: The State of Iowa will provide the following materials for installation by the contractor:

1. Niche covers for columbarium walls

2. Controls scope for Irrigation System.

Official Documented Meeting Minutes

• Davis Bacon Will apply to this project as well as Build America Buy America. Spec Sections updates to be included with Addendum #1

2.2 1 Project Schedule Open

Description

• Submit for Grant Approval: August 2026

• NOI and Contracts Issued: Week of August 31st 2026

• Submittals: September - October 2026

• Construction: April 2027

• Closeout: June 2027

A pull-plan session will be held with the successful bid package contractors to finalize the construction schedule.

State Holidays: New Year's Day, Martin Luther King Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving and day after Thanksgiving, Christmas Day

2.3 1 Site Rules Open

Description

• Onsite supervision by Prime Contractor is required at all times when work by that contractor or their subcontractors/suppliers is taking place.

• Contractors shall provide daily logs for each day they are on site.

• Construction progress meeting will be established once construction starts.

• It is of the utmost importance to show respect and courtesy to all staff at all times.

• Clean all debris, materials, and bring all finishes back to existing conditions in the area they were working in prior to moving to the next area.

• No smoking, vaping or smokeless tobacco use onsite.

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• Temporary facilities o To be provided by Bid Package #01 for use by all the contractors for the duration of construction.

• Tool control o All tools and equipment shall be monitored and secured at all times. No vehicles shall be left unlocked when unattended at at no times shall keys be left in vehicles when unoccupied.

• Work hours o Typical hours are 7 AM - 5 PM Monday-Friday. Other hours can be arranged on an as needed basis.

• View Specification 01 120

• View Specification 01 1200 - Contract Summary for more information. 011201 - General Work Requirements 01 1202 - Special Work Requirements

RFB Overview

3.1 1 Bid Submission Open

Description

• Bids are due 2:00 pm, Thursday July 30th, 2026

• The Bid shall be submitted to the Issuing Officer through the IMPACS Electronic Procurement System.

o Link and information is in the project manual o Contractors will need to register prior to bidding o Bidders will need to register regardless of whether it has already done business with the State of Iowa.

o Bidders should complete the registration process and ensure the ability to log in as soon as possible to ensure Bids can be submitted on the due date.

o Please make sure the electronic documents submitted contain any required signatures. Digital signatures will be accepted.

• Bid Opening will be held via conference call on 3:30 pm, Thursday July 30th, 2026

• Contractor shall reference section 00 0116 for the bid submittal checklist o Bid Proposal Information o Non Discrimination Clause Information o Contractor Targeted Small Business Enterprise Pre-Bid Contract Information o Bid Security – 5% of total Bid amount

• Apparent low bidder will be required to submit subcontractor/supplier list 48hrs after the bid opening

3.2 1 Bid Schedule Open

Description

• Questions/Substitutions Due in Writing to Construction.Procurement@das.iowa.gov: Monday July 20th, 2026

• Addendum Issued: Final by July 28th

• Bids Due: July 30th at 2:00 pm

• Grant Approval with VCGP: August 3-August 28th 2026

• Tentative NOI Issued: August 31st 2026

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3.3 1 Administrative Details Open

Description

• Contractors will sign a modified ConsensusDocs 802. Example in the project manual.

• Project-specific Certificate of Insurance must be provided prior to contract execution. Follow example in the project manual and limits in the 802.

• Project-specific P&P bonds must be provided prior to contract execution.

• Successful contractor must turn in their list of subcontractors and suppliers within 48 hours of the bid.

• DAS will provide tax exempt certificates upon request.

• Procore will be used for all project management, at no cost to the trade contractor.

o Submittals, Invoicing, RFIs, ASIs, PRs, RFQs o Contracts, Change Orders and Certificates of Substantial and Final Completion will also use Docusign

• Contractor Schedule of Values shall be broken out as specified in the project manual.

o SOV must contain a closeout line item for at least 1% of the total contract value.

o This line item can only be invoiced once the certificate of final completion has been signed by all parties.

• DCI Group will also schedule OAC and contractor coordination meetings to occur weekly during construction

3.4 1 Pre-Bid Site Visits Open

Description Pre-Bid Site Visits

• Contractors can walk the sight at the conclusion of the meeting.

Questions

4.1 1 Questions Open

Description Submit all questions in writing to construction.procurement@das.iowa.gov

• On page A101 detail B4 show a elevation view on a typical side of a columbarium wall. The length of niches of each wall is 36 niches long. I just wanted to make sure that it would be possible to use 4 units that would have the configuration of 5 niches high and 9 niches long, which would be 36 niches long.

o It is permissible to utilize multiple smaller precast columbarium panels to achieve the required wall length. Panels may be configured as 5 niches high by 9 niches long, resulting in four panels for a typical 36-niche-long wall, or 5 niches high by 6 niches long, resulting in 6 panels for a typical 36-niche-long wall, subject to compliance with the Contract Documents. The Contractor shall provide and install backer rod and sealant at all vertical precast panel joints in accordance with the manufacturer's recommendations and project specifications. The Contractor is responsible for

State of Iowa - Department of Administrative Services Page 6 of 7 Printed On: Jul 23, 2026 08:09 AM CDT mailto:construction.procurement@das.iowa.gov coordinating and accommodating any dimensional impacts associated with the use of additional panel joints and shall ensure that the overall wall dimensions, niche layout, and alignment remain consistent with the design intent. The layout of metal signage and niche numbering may require adjustment during the shop drawing process to coordinate with final limestone and precast panel joint locations. Any such adjustments shall maintain the overall design intent and be submitted for review and approval.

• Do you know who provided the precast columbarium units on the original phase of this project area? We just want to be sure we don’t leave the original supplier out of our invites as they should understand how to build the precast units.

o The Tribute Companies, 352 Cottonwood Ave., Hartland, WI, 53029 for Walls 7-12 and Koppenberg Enterprises, Inc. Monroe, WA, provided the precast columbaria niches for walls 1-6 at the Veterans Cemetery.

• Is there a spec on the stainless rosettes for the niche covers? I’m assuming these need to exactly match the existing rosettes.

o Niche cover attachment hardware shall meet the requirements of the VA National Cemetery Administration’s standard for stainless-steel rosette, mounting brackets, and bolts for complete attachment of the niche covers to the precast columbarium units. The rosettes are to be ASTM Type 316 stainless steel sheet goods, 2.7mm thick. Die stamp, producing an eight-petal flower pattern as shown on drawings, 25 mm (one-inch) diameter with slight convex; center hole of 5.5 mm (0.218"), concentric to outer edge, with shoulder recess of 10 mm (0.400") in diameter and 1mm (0.035") in depth. Rosettes shall match existing in place at the site in color, finish, and design.

These meeting minutes are believed to be an accurate reflection of those items discussed and the conclusions that were reached during the referenced meeting.

Please contact State of Iowa - Department of Administrative Services if there are any discrepancies or questions with the content of these minutes.

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PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 1

Section 00 0700

DAVIS BACON PREVAILING WAGE AND RELATED ACTS

Trade Contractors and Subcontractors will be required to comply with prevailing labor rate requirements for this project (Davis-Bacon and Related Acts (40 USC §276a; 29 CFR Parts 1, 3, 5, 6 and 7) Trade Contractor is responsible to understand all requirements related to Davis-Bacon and Related Acts. Information provided in this section is for general guidance only.

The Davis-Bacon and Related Acts (DBRA) are administered by the Wage and Hour Division.

These Acts apply to contractors and subcontractors performing on federally funded or assisted contracts in excess of $2,000 for the construction, alteration, or repair (including painting and decorating) of public buildings or public works.

Basic Provisions/Requirements

The Davis-Bacon Act requires that all contractors and subcontractors performing on federal contracts (and contractors or subcontractors performing on federally assisted contracts under the related Acts) in excess of $2,000 pay their laborers and mechanics not less than the prevailing wage rates and fringe benefits listed in the contract’s Davis-Bacon wage determination for corresponding classes of laborers and mechanics employed on similar projects in the area. Davis-Bacon labor standards clauses must be included in covered contracts.

Apprentices may be employed at less than predetermined rates if they are in an apprenticeship program registered with the Department of Labor or with a state apprenticeship agency recognized by the Department. Trainees may be employed at less than predetermined rates if they are in a training program certified by the Department.

Contractors and subcontractors on prime contracts in excess of $100,000 are required, pursuant to the Contract Work Hours and Safety Standards Act, to pay employees one and one-half times their basic rates of pay for all hours over 40 worked on covered contract work in a workweek. Covered contractors and subcontractors are also required to pay employees weekly and to submit weekly certified payroll records to the contracting agency.

Employee Rights

The Davis-Bacon and Related Acts provide laborers and mechanics on covered federally financed or assisted construction contracts the right to receive at least the locally prevailing wage rate and fringe benefits, as determined by the Department of Labor, for the type of work performed. The Wage and Hour Division and respective federal contracting agencies accept complaints of alleged Davis-Bacon violations.

All Trade Contractors are responsible for ensuring they use the most current rates as applicable in their respective bid(s).

http://www.dol.gov/whd/regs/statutes/dbra.htm http://www.dol.gov/dol/cfr/Title_29/Chapter_I.htm http://www.dol.gov/dol/cfr/Title_29/Chapter_I.htm http://www.dol.gov/cgi-bin/leave-dol.asp?exiturl=http://s.dol.gov/60&exitTitle=www.gpoaccess.gov&fedpage=yes http://www.dol.gov/whd/

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 2

Recordkeeping, Reporting, Notices and Posters

Notices and Posters

Every employer performing work covered by the labor standards of the DBRA must post the WH-1321 “Employee Rights Under the Davis-Bacon Act” poster at the site of the work in a prominent and accessible place where it may be easily seen by employees. There is no particular size requirement. The wage determination must be similarly posted.

Recordkeeping

Under the DBRA, covered contractors must maintain payroll and basic records for all laborers and mechanics during the course of the work and for a period of three years thereafter.

Records to be maintained include:

• Name, address, and Social Security number of each employee

• Each employee's work classifications

• Hourly rates of pay, including rates of contributions or costs anticipated for fringe benefits or their cash equivalents

• Daily and weekly numbers of hours worked

• Deductions made

• Actual wages paid

• If applicable, detailed information regarding various fringe benefit plans and programs, including records that show that the plan or program has been communicated in writing to the laborers and mechanics affected

• If applicable, detailed information regarding approved apprenticeship or trainee programs

Some of the records required to be kept under the law are also required under the Fair Labor Standards Act. See Wage and Hour Division Fact sheet #21: Recordkeeping Requirements under the Fair Labor Standards Act (FLSA).

Reporting

Each covered contractor and subcontractor must, on a weekly basis, provide the federal agency a copy of all payrolls providing the information listed above under “Recordkeeping” for the preceding weekly payroll period. Each payroll submitted must be accompanied by a “Statement of Compliance.” The contractor, subcontractor or the authorized officer or employee of the contractor or subcontractor who supervises the payment of wages must sign the weekly statement. Statements of Compliance are to be made on the form WH-347 "Payroll (For Contractors Optional Use)" or on any form with identical wording. This must be completed within seven days after the regular pay date for the pay period.

Contractors may also be asked to submit, via survey, wage data that may be used by the Wage and Hour Division to determine the locally prevailing wage rates that will apply to workers on Davis-Bacon and DBRA-covered projects. The submission of wage data is http://www.dol.gov/whd/programs/dbra/wh1321.htm http://www.dol.gov/whd/regs/compliance/whdfs21.pdf http://www.dol.gov/whd/regs/compliance/whdfs21.pdf http://www.dol.gov/whd/forms/wh347instr.htm http://www.dol.gov/whd/forms/wh347instr.htm

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 3

encouraged, but voluntary. Contractors and others may use the WD-10 Form, Report of Construction Contractor’s Wage Rates.

Penalties/Sanctions

Contractors or subcontractors found to have disregarded their obligations to employees, or to have committed aggravated or willful violations while performing work on Davis-Bacon covered projects, may be subject to contract termination and debarment from future contracts for up to three years. In addition, contract payments may be withheld in sufficient amounts to satisfy liabilities for unpaid wages and liquidated damages that result from overtime violations of the Contract Work Hours and Safety Standards Act (CWHSSA).

Contractors and subcontractors may challenge determinations of violations and debarment before an Administrative Law Judge. Contractors and subcontractors may appeal decisions by Administrative Law Judge's with the Department's Administrative Review Board. Final Board determinations on violations may be appealed to and are enforceable through the federal courts.

Falsification of certified payroll records or the required kickback of wages may subject a contractor or subcontractor to civil or criminal prosecution, the penalty for which may be fines and/or imprisonment.

Relation to State, Local, and Other Federal Regulations:

The Work of this Contract and those providing services or materials to this Project shall comply with the following Federal Regulations:

1. Title VI of the Civil Rights Act of 1964 (P.L. 88-352)

2. Iowa Civil Rights Act of 1965 (Iowa Executive Orders 15 & 34)

3. The Housing and Community Development Act of 1974, Section 109, Title 1 as amended (42 U.S.C 5309)

4. The Age Discrimination Act of 1975 as amended (42 U.S.C.

1601 et seq)

5. The Rehabilitation Act of 1973, Section 504, as amended (P.L.

93-112, 29 U.S.C. 794)

6. The Americans with Disabilities Act (P.L 101-336, 42 U.S.C.

12101-12213)

7. The Housing and Urban Development Act of 1968, Section 3, as amended (12 U.S.C. 1701u)

8. Federal Executive Order 11063, as amended by Executive Order 12259

9. Federal Executive Order 11246, as amended

10. Intergovernmental Personnel Act of 1970 (42 U.S.C. 4728- 4763) http://www.dol.gov/whd/programs/dbra/wd10/index.htm http://www.dol.gov/whd/programs/dbra/wd10/index.htm

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 4

11. Lead-Based Paint Poisoning Prevention Act (42 U.S.C. 4801 et seq)

12. Title IX of the Education Amendments of 1972, as amended (20

U.S.C 16811683. And 1685-1686)

13. The Drug Abuse Office and Treatment Act of 1972 (P.L 92-255) as amended

14. The Comprehensive Alcohol Abuse and Alcoholism Prevention Treatment and Rehabilitator act of 1970 (P.L. 91-616) as amended.

15. 523-527 of the Public Health Service Act of 1972 (42 U.S.C 290 dd-3 and 290 sc3) as amended.

16. Title VIII of the Civil Rights Act of 1968 (42 U.S.C. 3601 et seq.)

as amended.

17. Titles II and III of the Uniform Relocation Assistance and Real

Property Acquisition Policies Act of 1970 (P.L. 91-646)

18. The Davis Bacon Act (40 U.S.C 276m to 276m-7)

19. The Copeland Act (40 U.S.C. 276c and 8 U.S.C. 874)

20. The Contract Work Hours and Safety Standards Act (40 U.S.C.

327333)

21. Any other nondiscrimination provisions in the specific statute(s) under which application for Federal assistance is being made.

22. The requirements of any other nondiscrimination statutes that may apply to the application.

Compliance Assistance Available

The Department of Labor provides employers, workers, and others with clear and easy-to-access information and assistance on how to comply with the Davis-Bacon and

Related Acts, such as the DBRA Forms page. Other compliance assistance related to the

Act — including the Davis-Bacon and Related Acts (DBRA) Web Page and regulatory and interpretive materials — is available on the Compliance Assistance "By Law" Web page. Also, the Wage Determinations OnLine (WDOL) Web site provides a single location for federal contracting officers to obtain Davis-Bacon wage determinations for use in covered contracts. The WDOL Web site library provides a variety of links that relate to compliance with the prevailing wage laws that apply to federal and federally assisted contracts.

http://www.dol.gov/whd/programs/dbra/forms.htm http://www.dol.gov/whd/programs/dbra/index.htm http://www.dol.gov/compliance/laws/comp-dbra.htm http://www.wdol.gov/

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 5

"General Decision Number: IA20240064 10/04/2024

Superseded General Decision Number: IA20230064

State: Iowa

Construction Type: Building

County: Dallas County in Iowa.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 |

|into on or after January 30, | generally applies to the |

|2022, or the contract is | contract. |

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 6

|renewed or extended (e.g., an |. The contractor must pay |

|option is exercised) on or | all covered workers at |

|after January 30, 2022: | least $17.20 per hour (or |

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours |

| | spent performing on the |

| | contract in 2024. |

|If the contract was awarded on|. Executive Order 13658 |

|or between January 1, 2015 and| generally applies to the |

|January 29, 2022, and the | contract. |

|contract is not renewed or |. The contractor must pay all|

|extended on or after January | covered workers at least |

|30, 2022: | $12.90 per hour (or the |

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all |

| | hours spent performing on |

| | that contract in 2024. |

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 7

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the

Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/05/2024

1 01/12/2024

2 03/01/2024

3 04/12/2024

4 05/17/2024

5 05/31/2024

6 06/07/2024

7 06/28/2024

8 07/05/2024

9 07/12/2024

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 8

10 07/19/2024

11 08/02/2024

12 08/16/2024

13 10/04/2024

BOIL0083-009 01/01/2021

Rates Fringes

BOILERMAKER......................$ 41.52 30.36

BRIA0003-020 05/01/2024

TILE SETTER......................$ 36.00 18.69

BRIA0003-042 05/01/2024

Bricklayer and Stonemason........$ 36.00 18.69

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 9

CARP0106-001 05/01/2024

CARPENTER (Includes Drywall

Hanging).........................$ 34.10 20.25

ELEC0347-001 06/01/2024

ELECTRICIAN......................$ 44.45 19.40

ELEV0033-002 01/01/2024

ELEVATOR MECHANIC................$ 53.94 37.885+a+b

FOOTNOTES:

A. Employer contributes 8% of regular basic hourly rate as vacation pay credit for employees with more than 5 years of

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 10

service, and 6% for employees with less than 5 years of service.

B. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence

Day; Labor Day; Veteran's Day; Thanksgiving Day; Day after

Thanksgiving; & Christmas Day.

ENGI0234-005 05/01/2024

POWER EQUIPMENT OPERATOR

Class 1

Backhoe/Excavator/Trackhoe.$ 34.10 20.75

Class 2

Bulldozer; Forklift(On steel erection and machinery moving or hoisting above one complete story); Loader....$ 33.80 20.75

Class 3

Loader(under 35 h.p.)

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 11

with or without attachments;

Forklift(other than above); Paver(All Types);

Roller.....................$ 31.81 20.75

IRON0067-003 05/01/2024

IRONWORKER (Structural)..........$ 35.85 23.24

* IRON0089-003 05/01/2024

IRONWORKER (Ornamental)..........$ 33.41 23.88

IRON0111-002 07/01/2024

IRONWORKER (Reinforcing).........$ 37.50 30.99

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 12

LABO0177-002 05/01/2024

LABORER (Mason Tender - Brick)...$ 28.61 16.80

LABO0177-010 05/01/2024

LABORER (Common or General)......$ 28.61 16.80

PAIN0246-001 05/01/2024

PAINTER (Brush and Roller).......$ 30.98 15.58

PLAS0021-001 05/01/2023

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 13

CEMENT MASON/CONCRETE FINISHER...$ 29.94 23.35

PLUM0033-002 06/01/2024

PIPEFITTER (HVAC Pipe

Installation Only)...............$ 43.20 23.25

PLUM0033-004 05/23/2024

PLUMBER..........................$ 43.20 23.25

ROOF0142-001 06/01/2024

ROOFER...........................$ 31.50 15.28

SFIA0669-002 04/01/2024

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 14

SPRINKLER FITTER (Fire

Sprinklers)......................$ 43.04 25.83

SHEE0045-002 06/01/2024

SHEET METAL WORKER (Includes

HVAC Duct and Unit

Installation)....................$ 39.38 24.95

* UAVG-IA-0003 01/01/2024

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 32.39 19.25

* SUIA2016-039 07/19/2016

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 15

DRYWALL FINISHER/TAPER...........$ 21.87 10.32

INSULATOR: Mechanical (Duct, Pipe and Mechanical System

Insulation)......................$ 18.45 4.04

LABORER: Pipelayer..............$ 16.11 ** 0.00

OPERATOR: Crane.................$ 25.70 9.13

PAINTER: Spray..................$ 19.77 6.64

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658

($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 16

minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 17

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 18

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 19

rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 20

for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

State Adopted Rate Identifiers

Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007

01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 21

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

PROJECT 9517.00 DAVIS BACON PREVAILING WAGE & RELATED ACTS 00 7000 - 22

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

PROJECT 9517.00 BUILD AMERICA, BUY AMERICA ACT (BABAA) 01 6001 - 1

SECTION 01 6001

PRODUCT REQUIREMENTS - BUILD AMERICA BUY AMERICA ACT (BABAA)

1107.06 FEDERAL Requirement.

A. The attention of the Contractor is directed to the provisions of an act of Congress known as

Title 23, United States Code, Section 1 and any other acts of Congress providing construction improvements. When the Federal Government is to pay all or any portion of the cost of an improvement or project, the construction work, although it is under the supervision of the

Department and subject to laws of the State of Iowa, is also subject to the above-mentioned acts of Congress and to all authorities. This construction work shall be subject to inspection by duly authorized agents of the Federal Government, but this inspection will not make the Federal

Government a party to the contract.

B. Build America, Buy America.

1. On Federal aid contracts or on contracts where the Department is the Contracting

Authority, all products of iron and steel, manufactured products, and construction materials, which are permanently incorporated into the work, shall comply with the Build America, Buy

America Act (BABA) and

a. All products of iron and steel shall be of domestic origin and shall be melted and manufactured in the United States. All coatings of iron and steel products shall be applied in the

US. Minimal amounts of these materials from foreign sources may be allowed, provided the cost does not exceed 0.1% of the contract sum or $2,500, whichever is greater. This amount shall include transportation, assembly, and testing as delivered cost of foreign products to the project.

b. All manufactured products shall be produced, including final assembly, in the US. For projects let on or after October 1, 2026, the cost of the components of the manufactured product that are mined, produced, or manufactured in the US shall be greater than 55% of the total cost of all components of the manufactured product.

c. All construction materials shall be produced in the US. Construction materials are defined as an article, material, or supply that is or consists primarily of:

· non-ferrous metals;

· Plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used…