Solicitation Number No.: 2026-047-7132, Pre-Qualification Meeting Date: September 25, 2026

Project Title: Indefinite Delivery/Indefinite Quantity Professional Engineering Services Construction

Material and Geotechnical Engineering Services, Qualification Due Date: October 15, 2026

PUR-FRM-057

REV. 2 – 7.20.2023

REQUEST FOR QUALIFICATIONS INDEFINITE DELIVERY/ INDEFINITE QUANTITY

PROFESSIONAL ENGENEERING SERVICES CONSTRUCTION MATERIAL TESTING AND

GEOTECHNICAL ENGINEERING SERVICES

Project Title: Indefinite Delivery/Indefinite Quantity Professional Engineering Services Construction

Material and Geotechnical Engineering Services, Qualification Due Date: October 15, 2026

REV. 2 – 7.20.2023

Contents I. Introduction, Purpose and Intent

II. Mandatory Requirements

III. Scope of Services and Qualifications

IV. Evaluation Criteria

V. Qualification Submittal Format

VI. Documents Submitted with Qualification or Upon Request

X. Opening of Qualifications

XI. Additional Questions and Answers During and/or After the Pre-Qualification Conference

XIII. Communication

XV. Review of Qualification

XVI. Insurance

XVII. Discussion With Reasonably Qualified Respondents

XVIII. Rejection or Acceptance of Qualifications

XIX. Late and Withdrawn Qualifications

XX. Confidentiality

XXI. Disqualification Of Respondents

XXII. Permits Required by Law

XXIII. Records and Audit

XXIV. Assignment of Contract

XXVI. Default by Respondent

XXV. Termination

XXVI. Miscellaneous

XXVII. Indemnity

XXVIII. Selection Process

XXIX. Development Costs

XXX. Contract Award

XXXI. Certificate of Interested Parties (Form 1295)

XXXIII. Contract Provisions for Non-Federal Entity Contracts Under Federal Awards Contract Provisions

Project Title: Indefinite Delivery/Indefinite Quantity Professional Engineering Services

Construction Material and Geotechnical Engineering Services, Qualification Due Date: October

15, 2026

REV. 2 – 7.20.2023

I. Introduction, Purpose and Intent

This solicitation is being conducted pursuant to Texas Government Code Chapter 2254. Dallas County (County) is accepting Statement of Qualifications (SOQ) from firms who are interested, qualified and have the experience, capability and the track record to provide Professional Services for Geotechnical Engineering and Construction

Materials Testing Services for an Indefinite Delivery/Indefinite Quantity (IDIQ) Contract.

The Request for Proposal (RFQ) allows County to qualify firms for specific Professional Services. The County intends to select eight (8) firm(s) as a result of the RFQ. In order to assist with new projects, County will assess the selected firm(s) on a rotational or qualifications basis as necessary for a given project. The selected firms may be awarded projects that are managed by Dallas County Public Works. This is a solicitation for Professional

Services for a single project or multiple projects over the period of five (5) years. The firm’s response to the RFQ will be the basis of determining the qualifications to perform the professional services in accordance to the

Professional Services Procurement Act (Texas Government Code Chapter 2254).

This RFQ is the first step in a two‐step process for selecting one or more firms each Respondent’s Statement of

Qualifications will be evaluated to determine whether it is responsive and each Respondent will be evaluated to determine whether it is responsible. The RFQ provides the information necessary to prepare and submit

Qualifications for consideration and initial ranking by the County.

In the second step of the process, Interviews, the “most” qualified respondents will be requested to attend an interview with the County Evaluation Committee to confirm the Qualification submittal and answer additional questions. The County Evaluation Committee will then rank the remaining respondents in order to determine one or more of the “most” qualified respondents.

The County will enter into negotiations with up to eight (8) of the highest ranked Respondents in an attempt to negotiate an Agreement at a fair and reasonable price. If negotiations are unsuccessful with the highest-ranking

Respondents, County will formally end such negotiations and enter into negotiations with the next ranked

Respondents. This process will be followed until County is able to successfully negotiate an Agreement or determines to cancel this solicitation.

II. Mandatory Requirements

All firms proposing to provide geotechnical studies and construction materials testing services for County projects must:

1. Be qualified as consultants as required by law for the services proposed.

2. Must have a minimum of five (5) years’ experience in providing Geotechnical Engineering, Materials

Testing and Inspecting Services

3. Be capable of providing the in‐house personnel and services indicated in the basic services required. This

RFQ for Statement of Qualifications provides Material Testing Firms with sufficient information to enable them to prepare and submit their SOQ for Dallas County Professional Quality Assurance Material

Testing Services.

4. The work associated with this RFQ will be for all Quality Assurance Material Testing Services associated with projects being constructed for Dallas County Public Works.

5. Texas Licensed Professionals with superior background, training, and qualifications, meeting all requirements of this RFQ.

6. Registered or licensed in the State of Texas as required by law. Only individual firms or lawfully formed business organizations may apply.

https://statutes.capitol.texas.gov/docs/gv/htm/gv.2254.htm

REV. 2 – 7.20.2023

III. Scope of Services and Qualifications

All documents and data furnished by the Laboratory to the County shall bear Professional seal of a licensed

Engineer employed by the Laboratory.

Shall furnish and provide all licenses, permits, labor, personnel, technicians, service, supervision, project management, expertise, documentation, reports, materials, supplies, tools, equipment, pay all taxes including payroll taxes, fees, benefits, tolls, benefits, insurance, fuel including fuel surcharges, shipping and handling, transportation, freight, travel time, mileages, parking, tolls, rental cost, disposal cost and all other overhead costs including incidentals necessary to perform the scope of services outlined in this solicitation, as described herein.

Provide materials testing and inspection services on an indefinite delivery/indefinite quantity basis. All Services will be authorized under individual Work Orders.

Shall provide during the term of this Contract deliverables as outlined in subsequent Work Orders issued pursuant to this Contract.

All services must include work necessary to ensure that each project will meet federal, state and local regulations.

Shall be qualified and prepared to perform any or all of the Texas Department of Transportation (TxDOT) or

American Society for Testing and Materials (ASTM) tests listed in the RFQ during construction projects or as part of engineering programs and as specified in Work Orders.

Contractor for the project will be responsible for the costs of all retests that are necessitated by failures, tests for early removal of falsework, early opening to traffic or any other test made for the benefit of the Contractor.

Contractor shall be billed at the unit costs contained in this Contract.

Unless specified otherwise in the Contract the Laboratory shall use the Standard Specifications for Construction of Highways, Streets and Bridges (2024 version as stated as being used for the specific project) as promulgated by

TxDOT and as modified by Special Provisions, Special Specifications, General Notes and plans as they apply to quality assurance, quality control and testing.

Test reports shall be submitted in a timely manner to and as designated Project Manager for Dallas County with notification of failing tests to the Project Inspector immediately by telephone, Email for facilitation transmission.

Laboratory reports shall contain a certification that all samples were tested in accordance with the requirements of and with the equipment required by the TxDOT Test Method(s) specified in Work Order(s). Laboratories shall use the latest version of specified test procedures. Reports shall make reference to the Specification Item number, specification’s requirement(s) or limit(s) and whether or not the test results meet or fail the appropriate requirement.

Test results for “Compressive Strength”, TxDOT Test Method Tex‐418‐A, and for “Flexural Strength”, Test

Method Tex‐448‐A, shall reflect the average strength of two specimens made and tested. Flexural strength tests of concrete beam specimens shall be made using a standard beam breaking apparatus capable of recording the rate of application of the test load and the elapsed time to achieve fracture.

“Technician Time” shall be charged for actual time on the project site only for the sampling or collecting of materials which must be taken to the Laboratory for testing. Next day pickup of beams and/or cylinders will not be compensated under this item but will be considered under the other pay items of the Contract. Time shall be verified by the Project Inspector on the County’s Summary of Laboratory Services form. During paving operations an additional technician shall be present at the concrete batch plant to document that the batch plant

REV. 2 – 7.20.2023

operations produce concrete conforming to approved concrete mix designs. Performance of concrete yield, air entrainment tests and consistency tests will not be paid for directly but will be considered subsidiary to

“technician time”.

Technicians shall be certified at the National Institute for Certification in Engineering Technologies (NICET)

Level 2 or equivalent for all types of materials testing listed below, including air content, slump and unit weight tests and field adjustment of concrete mix ingredients. The Technician shall be certified in the area of materials being sampled and tested; e.g., concrete, soil, etc. For all projects having more than 200 tons of asphaltic concrete, testing is required to be performed only by technicians who are certified specialists by TxDOT in the appropriate category, Level 1A, Level 1B or Level II.

Trip Charges” –. Laboratory will have a standard fee for traveling to the job site. This fee will include vehicle maintenance, upkeep, fuel, etc.

“Overtime Charges” –When the Contractor’s overtime or weekend operations are scheduled, necessitating overtime pay, the Laboratory shall invoice the County for two‐thirds of the time charges and the Contractor for one‐third at the same unit costs as the County.

All work on or in support of County projects located wholly or partially in Dallas County shall meet or exceed the requirements of the applicable Texas Department of Transportation, Test Procedures described in its Manual of

Testing Procedures, applicable American Association of State Highway and Transportation Officials, hereinafter

AASHTO, and applicable American Society for Testing Materials, testing procedures or any requirements stated in each Work Orders.

Test all materials at an accredited laboratory testing facility (“Laboratory”).

The Laboratory must meet, at a minimum, the requirements of ASTM D3666 D3666 Standard Specification for

Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials, D3740 D3740 Standard Practice for

Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction , and C1077 (to include test procedure C78 and other ASTM Standards that may provide a summative of referenced standards for use and applications) C1077 Standard Practice for Agencies Testing Concrete and

Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation , including the requirement of accreditation by a national authority. Examples of national authorities are: National Voluntary Laboratory

Accreditation Program (NVLAP), the American Association for Laboratory Accreditation (AALA), AASHTO

Accreditation Program, AASHTO Materials Testing Laboratory, and Cement and Concrete Reference Laboratory

(CCRL). Additionally, Consultant must show compliance with TxDOT requirements, specifically TxDOT

Specification 340 s340.pdf , and possess related certifications that are recognized and valid from such national organization as American Concrete Institute, National Ready Mixed Concrete Association and other organizations that participate to improve the quality of concrete construction, including Consultant Key Personnel holding

TxDOT HMAC Level 1‐A or 1‐B certifications.

The Laboratory shall have a quality control program intact. It shall be attested to by a qualified national authority.

Such qualified national authority shall determine whether the Laboratory meets the requirements of the American

Society of Testing Materials (ASTM) Designation #329 and other pertinent ASTM Designations for concrete, concrete aggregate, bituminous paving material and mixtures, soils and related materials and the U.S. Department of Commerce (USDOC) proficiency testing requirements.

Qualified national authorities may include, but not be limited to, USDOC, National Bureau of Standards, American Council of Independent Laboratories, International Standards Organization, American National

Standards, Inc., American Association For Laboratory Accreditation or any other nationally recognized https://store.astm.org/d3666-16.html https://store.astm.org/d3666-16.html https://store.astm.org/d3740-12.html https://store.astm.org/d3740-12.html https://store.astm.org/d3740-12.html https://store.astm.org/c1077-17.html https://store.astm.org/c1077-17.html https://ftp.txdot.gov/pub/txdot-info/cmd/cserve/specs/2014/standard/s340.pdf

REV. 2 – 7.20.2023

not‐for‐profit organization performing certification or accreditation services. All testing equipment shall be calibrated in accordance with TxDOT Manual of Testing Procedures, Series 900‐K, Certification Section, or in accordance with the appropriate ASTM method if no TxDOT procedure is provided., or in accordance with the appropriate ASTM method if no TxDOT procedure is provided.

SERVICES REQUIRED: The services required of the selected firms may include, on a project by project basis, but are not limited to:

1. Geotechnical Engineering: Geotechnical Site Investigation Services

2. Geotechnical Engineering: Geotechnical Laboratory Testing

3. Construction Materials Testing

4. Preparation of existing soil profile

5. Pavement structure design and bridge foundation design using TxDOT or AASHTO design procedures as required by Work Orders

6. Geo Laboratory and field testing of materials, compaction, density and strength tests as required prior to, during and after construction of roadways and bridge projects, building construction projects or any other requiring Laboratory Services by Dallas County Public Works

7. Sampling construction materials

8. Preparing and curing (where applicable) test specimens

9. Provide and transport specimens to the Laboratory for curing and testing

10. Testing specimens and field-testing materials

11. Reporting results of tests

12. Providing qualified technicians to perform sampling, transport and testing

13. Provide the necessary equipment to sample and test materials

14. Other: All work will include engineering or scientific interpretation, field and laboratory services and reports as required by the County. All tests will be conducted under the guidance and direction of a registered professional engineer or a professional licensed to work in the State of Texas as required by law.

15. Shall provide temporary signage and traffic control, including required personnel, in and around

Laboratory operations. Such signage and traffic control measures shall comply with applicable provisions of the Texas Manual of Uniform Traffic Control Devices, current edition. All signs, flags, personnel and equipment shall be provided by the Laboratory at its sole cost and expense.

16. Shall use its best efforts to perform each project by the targeted completion date and within the estimated budget and shall use its best efforts to perform all services under this Contract within the specified term and within the maximum amount payable.

17. The Licensed Professional Engineer (PE) in responsible charge of executing each Work Order shall be available for a period of not less than three years following completion of each Work Order for testimony in any administrative or judicial proceedings, as directed by the County.

18. Agrees that County may cancel requested Laboratory Services by oral or written notice, without cost to

County, if the notice is given a minimum of 30 minutes prior to the scheduled test start time.

19. The County reserves the right to perform any of the required services with County resources and to adjust the test quantities for payment accordingly.

20. Testing Reports will include:

a. All reports shall conform to the Memorandum of Agreement between the Texas State Board of

Registration for Professional Engineers and TX DOT dated 5‐20‐1996 as to requirements for

Professional Engineer’s seal of Laboratory work

b. Report Date.

c. Date of service, project title and limits.

d. Testing lab letterhead with authorized signature – professional engineer or appropriate licensed professional required by law in charge or his delegated assistant.

https://www.dot.state.tx.us/apps-cg/test_procedures/tms_series.htm?series=900-K https://www.txdot.gov/business/resources/traffic-design-standards/tmutcd.html

REV. 2 – 7.20.2023

e. Report identification number (sequential numbering), description, and price agreement service number of items performed, quantity performed and location.

f. Test results.

g. Contract standards controlling the test(s).

h. Compliance or noncompliance with the specifications

i. Any extenuating circumstances affecting the test(s) or results(s).

j. Observations to include service time chargeable to delays, rescheduling and overtime premiums.

k. If manpower is involved, provide names, classifications and hours.

l. Number of trips with work performed on the project.

m. Name of person who orders the test(s).

n. Four (4) copies of the report – two (2) to the County, one (1) to the contractor, and one (1) to the consultant (engineer or architect).

o. Identify any and all retest services.

p. Any failed test must be reported to the County on the same day the test was performed.

21. Specific Test/Services: The following is a list of tests or other services that may be required in this

Agreement and any Work Order. See also “Attachment A – Pricing Sheet”.

The following is a list of tests or other services that may be required in any Work Order:

DESCRIPTION OF TEST UNIT OF

PAY

TESTING METHOD

REFERENCE

Sampling Soils and Base Materials

EA Tex‐100‐E

Preparing and Testing Soils and Base

Materials

EA Tex‐101‐E

Determination of Slaking Time

EA Tex‐102‐E

Moisture Content of Soils and Base

EA Tex‐103E

Atterberg Limits:

Liquid Limit of Soils and Base

EA Tex‐104‐E

Plastic Limit of Soils and Base

EA Tex‐105‐E

Plasticity Index of Soils and Base

Minerals

EA Tex‐106‐E

Atterberg Limits, combined test for the above

Cost per combined test

Tex‐104‐E Tex‐105‐E

Tex‐106‐E

Linear Bar Shrinkage of Soils and

EA Tex‐107‐E

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Base Materials

Specific Gravity of Soils EA Tex‐108‐E

Sieve Analysis of Soils and Base

EA Tex‐110‐E

Material Passing the No. 200 Sieve for

Soils and Base Materials

Additional Sieves

Material Passing the No. 200 Sieve for

Soils and Base Materials

EA Tex‐111‐E

Determining the Amount of

Material in Soils Finer than the 75m

(No. 200) Sieve

EA ASTM D1140

Tex‐111‐E

Reduction of Plasticity Index Using

Lime

EA Tex‐112‐E

Moisture-Density Curve for Base, Coarse, and Treated Materials

EA Tex‐113‐E

Laboratory Compaction

Characteristics and Moisture-

Density Relationship of Subgrade, Embankment Soils, and Backfill

Materia

EA Tex‐114‐E

Tests to include technician time.

(Minimum of 2 tests per trip)

Measuring In-Place Density and

Moisture Content of Soils and Base

EA Tex‐115‐E

Wet Ball Mill of Flexible Base

EA Tex‐116‐E

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Triaxial Compression Tests for

Disturbed Soils and Base Materials

(Part 1 Standard Method)

EA Tex 117‐E

Triaxial Compression Tests for

Disturbed Soils and Base Materials

(Part 2)

EA Tex 117‐E

Triaxial Compression Test for

Undisturbed Soils

EA Tex 118‐E

Cement Treated Materials

EA Tex‐120‐E

Lime Treated Materials

EA Tex‐121‐E

Gradation Test for Lime EA Tex‐260‐Sec 4.4

Determination of Drainage Factor of

Soil Materials

EA Tex 123‐E

Potential Vertical Rise of Natural

Subgrade Soils

EA Tex 124‐E

Determining Modulus of Subgrade

Reaction (K Value)

EA Tex‐125‐E

Molding, Testing and Evaluating

Bituminous Black Base Materials

EA Tex‐126‐E

Lime Fly Ash Compressive Strength

Test Methods

EA Tex‐127‐E

PH Testing of Soils and Retaining Wall

Backfill

EA Tex‐128‐E

Resistivity of Retaining Wall Backfill

EA Tex‐129‐E

Slurry Testing EA Tex‐130‐E

Consolidated Undrained Triaxial

Compression Test for Undisturbed

Soils

EA Tex‐131‐E

Texas Cone Penetration EA Tex‐132‐E

Measuring Depth of Compacted Base and Treated Materials

HR Tex‐140‐E

Manual Procedure for Description and Identification of Soils

HR Tex‐141‐E

Laboratory Classification of Soils for

Engineering Purposes

HR Tex‐142‐E

Sulfate Content of Materials Using a

Colorimeter

EA Tex‐145‐E

Conductivity Test for Field Detection of Sulfates in Soil

EA Tex‐146‐E

Sieve Analysis of Fine and Coarse

Aggregates (Dry)

EA Tex‐200‐F

Sieve Analysis of Fine and Coarse

Aggregates (Wet)

EA Tex‐200‐F

Bulk Specific Gravity and Water

Absorption of Aggregate

EA Tex‐201‐F

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Apparent Specific Gravity of

Material Finer than 300m (No. 50)

Sieve

EA Tex‐202‐F

Sand Equivalent Test EA Tex‐203‐F

Laboratory Method of Mixing

Bituminous Mixtures

EA Tex‐205‐F

Compacting Specimens Using Texas

Gyratory Compactor (TGC)

EA Tex‐206‐F

Determining Density of Compacted

Bituminous Mixtures

HR Tex‐207‐F

Density of Asphaltic Cores (4 or 6 inch)

EA Tex‐207‐F

Asphalt Rolling Pattern (Nuclear

Method)

EA Tex‐207‐F‐Part IV

Test for Stabilimeter Value of

Bituminous Mixtures

EA Tex‐208‐F

REV. 2 – 7.20.2023

Determining Asphalt Content of

Bituminous Mixtures b y Extraction

EA Tex‐210‐F

Determining Moisture Content of

Bituminous Mixtures

EA Tex‐212‐F

Determining Deleterious Material and Decantation Test for Coarse

Aggregates (Bituminous Mixture)

EA Tex‐217‐F

Flakiness Index

EA Tex‐224‐F

Theoretical Maximum Specific

Gravity of Bituminous Mixtures

EA Tex‐227‐F

Determining of Asphalt Content of

Bituminous Mixtures by Nuclear

Method

EA Tex‐228‐F

Determining Asphalt Content from

Asphalt Paving Mixtures by the

Ignition Method

EA Tex‐236‐F

Sampling Hydraulic Cement EA Tex‐300‐D

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Test Methods for Hydraulic Cement EA Tex‐301‐316‐D

Preparation of Cement Samples for

Chemical Analysis

EA Tex‐317‐D

Sieve Analysis of Fine and Coarse

Aggregate (Dry)

EA Tex‐401‐A

Sieve Analysis of Fine and Coarse

Aggregate (Wet)

EA Tex‐401‐A

Fineness Modulus of Fine Aggregate EA Tex‐402‐A

Saturate Surface‐Dry Specific

Gravity and Absorption of

Aggregates

EA Tex‐403‐A

Determining Unit Mass (Weight) of

Aggregate

EA Tex‐404‐A

Determining the Percent of Solids and Voids in Concrete Aggregate

EA Tex‐405‐A

REV. 2 – 7.20.2023

Material Finer than 75µm (NO. 200)

Sieve in Mineral Aggregates

(Decantation Test for Concrete

Aggregates)

EA Tex‐406‐A

Sampling Freshly Mixed Concrete

HR Tex‐407‐A

Organic Impurities in Fine Aggregate for Concrete

EA Tex‐408‐A

Free Moisture and Water Absorption in Aggregate for Concrete

EA Tex‐409‐A

Abrasion of Coarse Aggregate Using the Los Angeles Machine

EA Tex‐410‐A

Magnesium Sulfate Soundness of

Aggregate

EA Tex‐411‐E

Lightweight Pieces in Aggregate EA Tex‐412‐A

Determining Deleterious Material in

Coarse and Fine Aggregate

EA Tex‐413‐A

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Air Content of Freshly Mixed

Concrete by the Volumetric Method

EA Tex‐414‐A

Slump of Hydraulic Cement Concrete Included in hourly technician rate

Tex‐415‐A

Air Content of Freshly Mixed

Concrete by the Pressure Method

Included in hourly technician rate

Tex‐416‐A

Unit Weight, Yield, and Air Content

(Gravimetric) of Concrete

Included in hourly technician rate

Tex‐417‐A

Concrete inspection by technician(s) to include slump of Portland cement concrete, air content of freshly mixed concrete by the pressure method, unit weights, recording temperature and making flexural and compressive strength test specimens

HR Tex‐415‐A Tex‐416‐A Tex‐417‐A

Tex‐418‐A Tex‐447‐A Tex‐448‐A

Compressive Strength of Cylindrical

Concrete Specimens

SET OF 2 Tex‐418‐A

Compressive Strength of Cylindrical

Concrete Specimens to include curing and disposal of unbroken specimens

SET OF 2 Tex‐418‐A

Obtaining and Testing Drilled Cores of Concrete to include technician time for obtaining cores (min of 2 cores)

SET OF 2 Tex‐424‐A (Strength)

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Estimating Concrete Strength by the

Maturity method

EA Tex‐426‐A

Measuring Texture Depth by the

Sand

Patch Method”

EA Tex‐436‐A

Making and Curing Concrete Test

Specimens

Included in hourly technician rate

Tex‐447‐A

Flexural Strength of Concrete Using

Simple Beam Third Point Loading to include pickup, curing and testing by laboratory personnel. Also to include confirmation beams. Two beams comprise one test

SET OF 2 Tex‐448‐A

Determining Crushed Face Particle

Count

EA Tex‐460‐A

Effect of Water on Bituminous

Paving Mixtures

EA Tex‐530‐C

Prediction of Moisture Induced

Damage to Bituminous Paving

Materials Using Molded Specimens

EA Tex‐531‐C

Analysis of Water for Chloride and

Sulfate Ions

EA Tex‐619‐J

REV. 2 – 7.20.2023

Determining Chloride and Sulfate content in soils

EA Tex‐620‐J

Sampling Prestressing Steel EA Tex‐710‐I

Determining classification properties of select fill

EA PI (ASTM D4318)

and A ‐200 (ASTM D1140)

Determine the angle of internal friction

EA Direct Shear

Testing (ASTM D3080)

Dynamic cone penetrometer (DCP) test

DAILY Bearing Capacity of Foundation Soils

(ASTM D6951)

DCP tests on both clay and select fill soils Clay soils, running footing probes and pocket penetrometer testing

DAILY Not Applicable

MISCELLANEOUS ITEMS

Note: Technician Time, including only the time performing tests

HR

Trip Charge ‐ Standard fee for traveling to the job site and back (does not include stand‐by time or technician time). This fee will include vehicle maintenance, upkeep, fuel, etc.

PER ROUND

TRIP

REV. 2 – 7.20.2023

Traffic Control DAY Texas Manual for

Uniform Traffic Control Design

Bridge Foundation Bore Holes EA

Flexible Pavement Design (TxDOT), EA (TxDOT) FPS‐19 per each

Environmental Site Assessment Negotiated per project

Retaining Wall Design including

Global Stability

Negotiated per

Concrete Pavement Design

(AASHTO‐ 1998 Supplement)

EA

ASTM TESTING

Standard Specification for Portland

Cement

EA ASTM C‐150

Sieve Analysis (Dry)(No.200 sieve) EA ASTM C 136‐ Tex‐ 200‐F

Sieve Analysis (Washed)(No.200 sieve) EA ASTM C 136‐ Tex‐ 200‐F

Sieve Analysis (Additional Sieves) EA ASTM C 136‐ Tex‐ 200‐F

Sand Equivalent Value of Soils and

Fine Aggregate)

EA ASTM D 2419‐ Tex‐ 203‐F

Decantation Test (Concrete Aggregate EA ASTM C117‐ Tex‐ 406‐A

Specific Gravity/Absorption (Coarse aggregate)

EA ASTM C127‐ Tex‐ 403‐A

Specific Gravity/Absorption (Fine

Aggregate.)

EA ASTM C 128 ‐ Tex ‐ 403‐A

SSD Unit Weight of Aggregates EA ASTM C29‐ Tex‐ 404‐A

Organic Impurities in Fine Aggregate EA ASTM C 87 ‐ Tex ‐ 408‐A

5 Cycle Magnesium Soundness ASTM C88‐ Tex‐ 411‐A

Slump Test Included in hourly technician rate

ASTM C 143‐ Tex‐ 415‐A

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Air Content (Pressure Method) Included in hourly technician rate

ASTM C 138‐ Tex‐ 416‐A

Compressive Strength of Cylinder

Specimen

SET OF 2 ASTM C 39‐ Tex‐ 418‐A

Standard Proctor EA ASTM D 698

Modified Proctor EA ASTM D 1557

Field Density Test (Nuclear) EA ASTM D 2950

Air Content (Volumetric) Included in hourly technician rate

ASTM C 173

Casting of Concrete Cylinders Included in hourly technician rate

ASTM C 31

Cylindrical Specimen

Prep./Hold/Cure

Included in hourly technician rate

ASTM C 192

Casting of Grout Prisms Included in hourly technician rate

ASTM C 1019

Grout Prism Prep./Cure/Compressive

Strength

EA ASTM C 39

Casting of Mortar Cubes Included in hourly technician rate

ASTM C 780

Mortar Cube Prep./Cure/Compressive

Strength

EA ASTM C 109

Coring‐ACP Thickness EA ASTM D 3549

Pavement Thickness Determination (Full

Depth) for Concrete

EA ASTM C 174

BUILDING CONSTRUCTION TESTING

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Electrical Conductivity Test EA TTI Research

Report No.

1994‐5, Reduction of

Sulfate Swell in

Expansive Clay

Subgrade in the

Dallas District

(R.L. Lytton)

Wetland Investigation Negotiated per

Indoor Air Quality Negotiated per

EARTHWORK FOR BUILDING CONSTRUCTION

Moisture/Density Relationship EA ASTM D‐698, Atterberg Limits EA ASTM D4318

Field Density Compaction EA ASTM D2922

Field Density Technician Time HR

PORTLAND CONCRETE FOR

BUILDINGS CONSTRUCTION

Structural Concrete for Buildings Guide ACI 304

Concrete Compression Cylinders EA ASTM C31 & C 39

Technician Time ‐ Pier Placement HR

MASONRY FOR BUILDING CONSTRUCTION

Masonry Unit Prep. /Compressive Str.

(Set of 2)

SET OF 2 ASTM C 140

Masonry Unit SPG/Abs./Unit Wt. (Set of 2)

SET OF 2 ASTM C 140

Mix Design Review EA ASTM C270

Mix Design Review Grout EA ASTM C476

Masonry Cubes SET ASTM C270

Masonry Grout Cylinders EA ASTM C1019

Prisms Compressive Breaks EA ASTM E447

Masonry Monitoring HR ASTM C270

Masonry Reinforcement Inspection HR

REV. 2 – 7.20.2023

STRUCTURAL STEEL INSPECTIONS FOR BUILDING

CONSTRUCTION

(Technicians must be certified by

AWS/Level II Minimum)

AWS Technician Inspection at Plant HR AWS Manual D1.1

Non‐destructive Testing ‐ Ultra Sonic HR

Non‐destructive Testing ‐ Radio

Graphic

HR

Non‐destructive Testing ‐ Dye Penetrate HR

AWS Technician Inspection on Site HR AWS Manual D1.1

Base Plate Column Grout Testing EA

SPECIAL TESTING FOR BUILDING CONSTRUCTION

Concrete Flatness HR ACI 304

Fireproofing Inspection HR

Fireproofing Density Inspection EA

Review of Pre‐Cast Panel Testing HR

EQUIPMENT TO BE FURNISHED TO COUNTY

INSPECTOR

No. 4 Sieve EA

25 lb. Mechanical Hanging Scale EA

Lime/Cement Depth Determination

Rod with Puller

GEOTECHNICAL DRILLING AND ENGINEERING SERVICES

Traffic Control/Signs, Barricades, etc. DAY Texas Manual for

Uniform Traffic

Control Design

Mobilization (Drill Rig and Crew) EA

Stand‐By Time HR

Concrete/Asphalt Patch EA

Soil Boring (Drilling with truck mounted rig, logging, recovering undisturbed core sample and grouting of borehole):

a. With Texas Cone Penetration Test

(TCP) very 5 feet interval, (0' ‐ 50')

FT Tex-132-E

ASTM D1586

ASTM D1587

ASTM D2113

REV. 2 – 7.20.2023

b. With Texas Cone Penetration

Test (TCP) every 5 feet interval, (50' ‐ 100')

FT Tex-132-E

ASTM D1586

ASTM D1587

ASTM D2113

c. With Texas Cone Penetration

Test (TCP) every 5 feet interval, (100' ‐ 150')

FT Tex-132-E

ASTM D1586

ASTM D1587

ASTM D2113

d. Without Texas Cone

Penetration Test (TCP) < 60'

FT ASTM D1586

ASTM D1587

ASTM D1452

ASTM D2113

ASTM D5434

ASTM D5092

e. Without Texas Cone

Penetration Test (TCP) > 60'

FT ASTM D1586

ASTM D1587

ASTM D1452

ASTM D2113

ASTM D5434

ASTM D5092

f. Auguring FT ASTM D1452

ASTM D4700

ASTM D6151

g. Drilling & Sampling ‐ Soft

Rock ‐ Carbide Bit

FT ASTM D2113

ASTM D5079

ASTM D6032

h. Drilling & Sampling ‐ Hard

Rock ‐ Diamond Bit

FT ASTM D2113

ASTM D5079

ASTM D4543

Mileage (Logger‐Soil Tech) per MILE

Support Truck HR

Piezometer/Monitoring Well 2" (includes all material, including cap)

FT ASTM D5092

Soil Classification Testing ‐ Moisture

Content Determination

EA ASTM D2216

Soil Classification Testing ‐

Determination of Liquid Limit of Soils

EA ASTM D4318

Soil Classification Testing ‐

Determination of Plastic Limit of Soils

EA ASTM D4318

Soil Classification Testing ‐Atterberg

Limits of Soils

EA ASTM D4318

https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d2216-98.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEAE&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000 https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d4318-17e01.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEAM&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000 https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d4318-17e01.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEAM&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000 https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d4318-17e01.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEAM&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000

REV. 2 – 7.20.2023

Soil Classification Testing ‐Bar Linear

Shrinkage of Soils

EA ASTM D4943

Sieve Analysis ASTM D6913

Through #200 Sieve EA ASTM C117

Finer #200 Sieve EA ASTM D1140

Unit Dry Weight EA ASTM D7263

=Specific Gravity EA ASTM D854

Hydrometer Analysis‐ w/Sieve Analysis EA ASTM D7928

Strength/Volume Change Laboratory

Testing ‐ Unconfined Compression‐ Soil Shelby Tube Specimen

EA ASTM D4546

Strength/Volume Change Laboratory

Testing ‐ Unconfined Compression‐ Rock

Core Specimen

EA ASTM D7012

Strength/Volume Change Laboratory

Testing ‐Swell Test‐Pressure Method

EA ASTM D4546

Strength/Volume Change Laboratory

Testing ‐Swell Test‐Free Swell

EA ASTM D4546

Strength/Volume Change Laboratory

Testing ‐Consolidation Test

EA

ASTM D2435

Strength/Volume Change Laboratory

Testing ‐Hydraulic Conductivity

EA ASTM D5084

Determine the angle of internal friction

(Large Box Procedure)

EA ASTM D3080

Environmental/Stormwater Testing

Water Quality Testing for stormwater discharge compliance

EA

PH Testing of construction site runoff EA

Oil and Grease Testing from paving operations

Heavy Metals Analysis (lead, arsenic) for contaminated sites

VOC Testing for underground storage tank removals https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d4643-17.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEAk&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000 https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d2974-14.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEA0&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000 https://www.google.com/url?sa=i&source=web&rct=j&url=https://www.astm.org/d2974-20e01.html&ved=2ahUKEwjCx9zltOOSAxVs4skDHTNxDp4Qy_kOegYIAQgEEAs&opi=89978449&cd&psig=AOvVaw08gx9jIYrVtJD-91P4oOQU&ust=1771516883592000

IV. Evaluation Criteria

Qualifications shall be evaluated based on the evaluation criteria contained herein. Award recommendation shall be based on the highest ranked qualified(s).

Criteria Points

Factor 1: Work History 48

History of meeting deadlines 10

History of operating within budget 13

Experience with and quality of similar contracts 10

Education, training and experience of project manager and team

Factor 2: Time Factors 37

Personnel to be assigned to project 10

Equipment and material on hand to comply with requirements of SOQ and contract

Proposed approach/attention to critical issues and resources committed and response time for each project qualifications.

SBE 15

Total Points 100

V. Qualification Submittal Format

The qualification shall be divided into tabbed, marked sections and shall include but not limited to information in the format as described in this section.

In order to expedite the evaluation and comparison process, County requests that the RFQ be organized in accordance the format outlined below. Qualifications that do not follow the specified formal outlined below, or fail to provide the required documentation, may receive lower scores.

1. Table of Contents

A table of contents shall be provided that identifies the consecutive page numbers where to find the various sections included in the qualifications.

2. Cover Letter

The cover letter must accompany the executive summary and include:

a. Respondent’s name, address, telephone number and fax number, signed by a person authorized to act on behalf of Respondent.

b. The name, title, address, e-mail address, telephone number and fax number of the person signing the letter and to whom all future correspondence and/or communications may be directed by Dallas

County concerning this solicitation.

c. The type of business entity that respondent will enter into an agreement with Dallas County and the identity of any other business entities that will comprise Respondent.

REV. 2 – 7.20.2023

3. Executive Summary

The purpose of the Executive Summary is to provide an overview of Respondent’s and its

Subconsultants’/Subcontractors’ qualifications to perform the Services outlined in this RFQS. At a minimum, the Executive Summary must contain the following information:

a. Complete legal name of Respondent and the name of the legal entities that comprise Respondent.

Respondent must provide the domicile where each entity comprises it is organized, including entity name, brief history of the entity (including services provided), contact name, address, phone number, and fax number, as well as the legal structure of the entity and a listing of offices.

b. The general and specific capabilities and experience of Respondent’s Team include

Subconsultants/Subcontractors and individuals working for Respondent or its

Subconsultants/Subcontractors. Respondent must identify examples where team members have worked together to complete a project and discuss how the team was formed and how the team will function as an integrated unit in providing Services to Dallas County.

4. Professional Qualifications / Licensed State of Texas:

Submit documentation of experience in performing similar work. Provide a record of reliability of timely delivery. Demonstrate availability and experience of key personnel.

5. Additional Information and Other Services

Provide any additional information deemed necessary by the Respondent believes to be pertinent but specifically requested elsewhere in the RFQ including any value-added services that are available to Dallas

County at no cost.

The Request for Qualifications –shall be prepared are limited to a maximum of one hundred (100) pages.

Each page shall be consecutively numbered and identified sequentially by section. Request for

Qualifications must be submitted single sided; each printed side of any page will count as a numbered page.

Please do not submit any Request for Qualifications or portion of your response in a font size less than ten

(10) points. RFQs must be tabbed and indexed in accordance with the information requested.

As part of the one hundred (100) pages qualifications must include the following information:

1. Respondents shall provide three (3) examples of work with similar construction material and geotechnical engineering services. These examples must:

• Have been conducted in the last five (5) years.

• Show a history of meeting deadlines.

• Show a history of operating within budget.

• Show experience with and quality of construction material and geotechnical engineering services as specified in this RFQ.

• Have email/phone point of contact information for clients.

2. Respondents shall provide resumes of key personnel (ie. project managers and engineers) to be assigned to this project. These resumes must highlight the education, training and experience of the project manager and team.

3. Respondents shall provide a list of equipment and material they have on hand to comply with requirements of SOQ and contract.

4. Respondents shall submit their proposed approach.

5. Respondents shall identify their attention to critical issues.

6. Respondents shall identify the resources that would be committed to each given project for Dallas County.

7. Respondents shall identify the response time for typical projects.

VI. Documents Submitted with Qualification or Upon Request

1. Attachment S - Small Business Enterprise (SBE) Forms (mandatory must be submitted with qualification.

VII. Pre-Qualification Meeting

During the solicitation process respondents are required to limit their communication regarding this project to the Buyer referenced herein. A pre-qualification meeting will be held by the County whereby the respondent will have an opportunity to ask the requesting department(s) questions and/or obtain clarification. The pre-qualification meeting will be the only time when respondent and requesting department(s) will communicate directly, thereafter, all communication associated with this project shall be address through the County’s purchasing platform, https://www.bidnetdirect.com/texas/dallas-county, to the assigned Buyer. The County will respond to all questions by way of addendum which will be posted as part of the solicitation. The County, its agents, and employees shall not be responsible for any information given by way of verbal communication.

Pre-qualification conference September 25, 2026 at 11:00 a.m. (CST), the pre-qualification meeting will be conducted through a conference call.

Pre-Proposal- RFQ IDIQ Professional Engineering Services Construction Material Testing | Meeting-Join | Microsoft

Teams

Meeting ID: 248 414 634 088 647

Passcode: oc6Rm9gp

The deadline for the submission of questions is on September 29, 2026 at 12:00 p.m. (CST) through Bidnet.

VIII. Term and Commencement Date

This will be a five-year term contract commencing upon award by Commissioners Court, upon meeting any insurance and/or bonding requirements (if applicable) and/or fully executing the contract (if applicable).

IX. Award Method

The County’s intent is to award this solicitation in its entirety, but the County reserves the right to award in the method that is most advantageous to the County.

The County reserves the sole discretion to determine whether a solicitation response is responsive. County reserves the right to reject any or all qualifications and to waive minor irregularities or discrepancies in any solicitation response as may be in the best interest of County. Late responses will not be considered for award.

https://www.bidnetdirect.com/texas/dallas-county https://gcc02.safelinks.protection.outlook.com/ap/t-59584e83/?url=https%3A%2F%2Fteams.microsoft.com%2Fl%2Fmeetup-join%2F19%253ameeting_ZjM1YzBkZDgtZDUyMi00NWU1LTlkNTAtOTdjM2ZhNWViNTdh%2540thread.v2%2F0%3Fcontext%3D%257b%2522Tid%2522%253a%252251adcfad-72f1-479c-b28f-52412e04014b%2522%252c%2522Oid%2522%253a%25228d59f513-817d-4d7f-9d9d-65c8876cb296%2522%257d&data=05%7C02%7CDarian.Gavin%40dallascounty.org%7C08dc7398079f48554b7108df14070def%7C51adcfad72f1479cb28f52412e04014b%7C0%7C0%7C639251692699944015%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=0b8EABg8FgZshnzU5PGxjLq4HogedPoXprD8BS8Do5k%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/ap/t-59584e83/?url=https%3A%2F%2Fteams.microsoft.com%2Fl%2Fmeetup-join%2F19%253ameeting_ZjM1YzBkZDgtZDUyMi00NWU1LTlkNTAtOTdjM2ZhNWViNTdh%2540thread.v2%2F0%3Fcontext%3D%257b%2522Tid%2522%253a%252251adcfad-72f1-479c-b28f-52412e04014b%2522%252c%2522Oid%2522%253a%25228d59f513-817d-4d7f-9d9d-65c8876cb296%2522%257d&data=05%7C02%7CDarian.Gavin%40dallascounty.org%7C08dc7398079f48554b7108df14070def%7C51adcfad72f1479cb28f52412e04014b%7C0%7C0%7C639251692699944015%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=0b8EABg8FgZshnzU5PGxjLq4HogedPoXprD8BS8Do5k%3D&reserved=0

REV. 2 – 7.20.2023

X. Opening of Qualifications

Qualification reading shall be conducted: October 15, 2026 at 2:30pm (CST) on the day the qualifications are due. The reading will be conducted via a live meeting online at https://teams.microsoft.com/l/meetup-join/19%3ameeting_Zjc2NTU5NzgtODQyOS00OTE5LWI3NTQtMjRjM2UyZmYxZTA3%40thread.v2/0?conte xt=%7b%22Tid%22%3a%2251adcfad-72f1-479c-b28f-52412e04014b%22%2c%22Oid%22%3a%228d59f513-

817d-4d7f-9d9d-65c8876cb296%22%7d. Qualifications will be publicly opened in compliance with public solicitation opening statutory requirements.

Respondents names will be publicly read aloud. It is the responsibility of the re to clearly mark and identify all portions of the qualification, which, in the respondents opinion, contain trade secrets, confidential information and other proprietary information. All qualifications are subject to the Texas Open Records Act process.

XI. Additional Questions and Answers During and/or After the Pre-Qualification Conference

Firms will be required to submit additional questions presented at the pre-qualification and/or after the conference. All additional questions must be received by September 29, 2026 at 12:00 pm (CST).

All questions and responses will be posted to the County’s website in the manner as previously stated herein.

Dallas County reserves the right to reject/not respond to any questions received after the deadline date.

XII. Qualification Submittal and Exception Requirements

1. The County will review qualifications complying with the due date and time to determine whether qualifications are responsive and responsible and whether the qualifications meets minimum requirements.

2. The County may conduct all necessary inquiries or investigations, including but not limited to, contacting references to verify the statements, documents, and information submitted in connection with the qualification.

3. Please be aware that Dallas County may use sources of information not supplied by the respondent concerning the abilities to perform this work or meet the minimum requirements. Such sources may include current or past customers of the organization; current or past suppliers; articles from industry newsletters or other publications or from non-published sources made available to Dallas County.

XIII. Communication

Upon release of the solicitation and during the process, vendors /firms and their employees of related companies as well as paid or unpaid personnel acting on their behalf shall not contact in relation to this solicitation with

Dallas County employees, department heads and/or elected officials. Such contact may result in the vendor being disqualified.

All questions regarding this solicitation are to be submitted in writing to Darian Gavin, Dallas County

Purchasing Department via Bidnet https://www.bidnetdirect.com/texas/dallas-county, the County’s procurement platform. If the respondent does not have access to the County’s solicitation platform, the respondent may submit their questions in writing via email to Darian.Gavin@dallascounty.org. Please reference the qualification solicitation number in the subject of the email.

All questions, comments and requests for clarification must reference the solicitation number on all correspondence to Dallas County. Any oral communications shall be considered unofficial and non-binding.

Only written responses to written communication shall be considered official and binding upon the County. The

County reserves the right, at its sole discretion, to determine appropriate and adequate responses to the written comments, questions, and requests for clarification.

https://gcc02.safelinks.protection.outlook.com/ap/t-59584e83/?url=https%3A%2F%2Fteams.microsoft.com%2Fl%2Fmeetup-join%2F19%253ameeting_Zjc2NTU5NzgtODQyOS00OTE5LWI3NTQtMjRjM2UyZmYxZTA3%2540thread.v2%2F0%3Fcontext%3D%257b%2522Tid%2522%253a%252251adcfad-72f1-479c-b28f-52412e04014b%2522%252c%2522Oid%2522%253a%25228d59f513-817d-4d7f-9d9d-65c8876cb296%2522%257d&data=05%7C02%7CDarian.Gavin%40dallascounty.org%7C08dc7398079f48554b7108df14070def%7C51adcfad72f1479cb28f52412e04014b%7C0%7C0%7C639251692699966363%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=Xagp9YXiifCK9cM76Ah0pe9pXMKlpBtAeAqHXBJaDjg%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/ap/t-59584e83/?url=https%3A%2F%2Fteams.microsoft.com%2Fl%2Fmeetup-join%2F19%253ameeting_Zjc2NTU5NzgtODQyOS00OTE5LWI3NTQtMjRjM2UyZmYxZTA3%2540thread.v2%2F0%3Fcontext%3D%257b%2522Tid%2522%253a%252251adcfad-72f1-479c-b28f-52412e04014b%2522%252c%2522Oid%2522%253a%25228d59f513-817d-4d7f-9d9d-65c8876cb296%2522%257d&data=05%7C02%7CDarian.Gavin%40dallascounty.org%7C08dc7398079f48554b7108df14070def%7C51adcfad72f1479cb28f52412e04014b%7C0%7C0%7C639251692699966363%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=Xagp9YXiifCK9cM76Ah0pe9pXMKlpBtAeAqHXBJaDjg%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/ap/t-59584e83/?url=https%3A%2F%2Fteams.microsoft.com%2Fl%2Fmeetup-join%2F19%253ameeting_Zjc2NTU5NzgtODQyOS00OTE5LWI3NTQtMjRjM2UyZmYxZTA3%2540thread.v2%2F0%3Fcontext%3D%257b%2522Tid%2522%253a%252251adcfad-72f1-479c-b28f-52412e04014b%2522%252c%2522Oid%2522%253a%25228d59f513-817d-4d7f-9d9d-65c8876cb296%2522%257d&data=05%7C02%7CDarian.Gavin%40dallascounty.org%7C08dc7398079f48554b7108df14070def%7C51adcfad72f1479cb28f52412e04014b%7C0%7C0%7C639251692699966363%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=Xagp9YXiifCK9cM76Ah0pe9pXMKlpBtAeAqHXBJaDjg%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/ap/t-59584e83/?url=https%3A%2F%2Fteams.microsoft.com%2Fl%2Fmeetup-join%2F19%253ameeting_Zjc2NTU5NzgtODQyOS00OTE5LWI3NTQtMjRjM2UyZmYxZTA3%2540thread.v2%2F0%3Fcontext%3D%257b%2522Tid%2522%253a%252251adcfad-72f1-479c-b28f-52412e04014b%2522%252c%2522Oid%2522%253a%25228d59f513-817d-4d7f-9d9d-65c8876cb296%2522%257d&data=05%7C02%7CDarian.Gavin%40dallascounty.org%7C08dc7398079f48554b7108df14070def%7C51adcfad72f1479cb28f52412e04014b%7C0%7C0%7C639251692699966363%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=Xagp9YXiifCK9cM76Ah0pe9pXMKlpBtAeAqHXBJaDjg%3D&reserved=0 mailto:Bidsync https://prod.bidsync.com/dallas_county_texas mailto:Darian.Gavin@dallascounty.org

REV. 2 – 7.20.2023

NOTE: All addendums and/or any other correspondence (general information, question and responses) to this RFQ will be made available exclusively through the Dallas County website for retrieval. Respondents are solely responsible for frequently checking this website for updates to this RFQ Addendums to this RFQ can be located at the following web address:

http://www.dallascounty.org/department/purchasing/currentbids.php (go to the appropriate RFQ #, click on the appropriate hyperlink for viewing and/or downloading.)

XIV. Proposal Submittal and Exception Requirements

To be considered for award, the proposal response must be submitted by October 15, 2026, at 2:00 p.m.

(CST). Responses shall be submitted electronically through…