ESBD_394003_1738849065138_Specs.pdf

Table of Contents Page 1 of 1

Texas Department of Criminal Justice

Pack Unit Replace Transformers Substation

MWR #02623021

This document is an excerpt from/revision to documents originally signed/sealed on 05/21/2024 for the purpose of refining requirements for TDCJ Requisition number R5210418.

TABLE OF CONTENTS

DIVISION 01

01 00 00 Scope of Work v.20221019 01 00 00.10 Project Specific Requirements - Vendor v.20210212 01 00 00.20 Project Specific Requirements - TDCJ Personnel v.20220406 01 10 00 General Requirements v.20241010 01 42 00 References v.20230221

DIVISION 03

03 30 00 Cast-in-Place Concrete v.20211018

DIVISION 26

26 00 00 Basic Electrical Methods v.20240906 26 05 13 Medium Voltage Electrical Power Conductors and Cables v.20210727 26 05 26 Grounding and Bonding for Electrical Systems v.20210602 26 05 29 Hangers and Supports for Electrical Systems v.20170601 26 05 53 Identification for Electrical Systems v.20210602 26 08 15 Electrical Acceptance Testing (Medium Voltage) v.20230111 26 13 30 Pad Mounted Switchgear

SEQUENCE OF OPERATION

TDCJ Facilities Engineering Scope of Work v.20221019 Pack Unit Section 01 00 00 - Page 1 of 4 Replace Transformers Substation - Construction MWR #02623021

SECTION 01 00 00 – SCOPE OF WORK v.20221019

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 Title of this solicitation cannot be interpreted to accurately represent work required for this solicitation to be provided and/or performed by vendor.

1.2 Work: The term “Work” means the provision of materials, equipment, field services, and/or construction and/or installation required by these documents.

A. The entirety of the “Work” as described by these documents is fundamentally divided into two portions.

1. One, to be provided by the Vendor – the seller or offeror of materials, equipment, and/or provision of field services to fulfill the Vendor’s obligations.

a. The portion of the Work to be provided by the Vendor may be limited to provision of materials, equipment, and/or field services only (Part-1 and Part- 2 of included Specification Specifications).

2. And two, the portion of the Work described as the actual installation and/or construction.

a. The portion of the Work identified as construction and/or installation may or may not be identified to be performed by Vendor. Review Scope of Work to be performed by Vendor and included specification sections carefully.

1) Where Part-3 of included Specification Sections is not included, construction and/or installation is not required to be performed by Vendor. Where Part-3 of included Specification Sections is included, requirements of Part-3 are included in Scope of Work to be performed by Vendor.

1.3 Unless otherwise indicated, the individual functioning as the Project Administrator for this project is the Maintenance Regional Manager, per TDCJ Maintenance Construction policy.

A. The Maintenance Regional Manager may delegate this function at their discretion (See 01 10 00 – General Requirements, 1.2.L).

B. Contact TDCJ Region Maintenance Manager for designation.

PART 2 - SCOPE OF WORK TO BE PERFORMED BY VENDOR

2.1 Requirements of PART-1 of all included Specification Sections are by reference included in the Scope of Work to be performed by Vendor.

2.2 Requirements of PART-2 of all included Specification Sections are by reference included in the Scope of Work to be performed by Vendor.

2.3 Carefully review Sections 2.3 and 2.4 of all included Specification Sections for requirements for Field Services (Inspections, Startup, Training, etc.) and Warranties.

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2.4 Unless otherwise noted, provide all Submittals identified in paragraph 2.5 of all included Specification Sections with Bid. All Submittals for elements to be incorporated into the Work require documentation in compliance with the following:

A. Check for coordination with other requirements.

B. Stamp each submittal with a uniform approval stamp with a statement certifying that submittal has been reviewed, checked and confirmed for compliance with the Solicitation Documents. Mark with Contractor’s approval stamp and provide Contractor’s signature before submission.

C. Where a specification or other technical requirement contained within the portion of this solicitation that is signed and sealed by an Architect/Engineer conflicts with a specification or other technical requirement elsewhere in this solicitation, the requirement contained in the portion signed and sealed by the Architect/Engineer shall prevail.

2.5 Refer to 01 10 00 – General Requirements, Section 2.5 for additional requirements for submittals required to be submitted with Bid.

2.6 Where elements delivered to project site are to be installed by Vendor, Vendor shall be present to accept delivery of these elements. Specifically refer to 01 10 00 – General Requirements: PART-2 Handling – Transit and Delivery article.

2.7 Unless otherwise stated, elements removed and not reinstalled as part of the required Scope of Work for Vendor, removed elements become property of Vendor, shall be removed from project site, and legally disposed.

2.8 See Section 01 00 00.10 – Project Specific Requirements – Vendor.

PART 3 - SCOPE OF WORK TO BE PERFORMED BY TDCJ PERSONNEL

3.1 ATTENTION REQUISITION WRITERS: In our endeavor to assist in the acquisition of required elements that fully meet the intent and function of what has been specified for your project, please contact the TDCJ Project A/E of Record for assistance when writing a requisition for long lead-time items or items that require advance fabrication. Facilities Engineering wishes to contribute in every way possible to ensure your requisition(s) get you what you need.

Regardless of Facilities Engineering’s level of participation in writing the requisition:

A. Where items are shipped to project location but are to be installed by Vendor/Contractor – DO NOT ACCEPT DELIVERY. Specifically refer to 01 10 00 – General Requirements:

PART-2 Handling – Transit and Delivery article.

B. Where items are shipped to project location for installation by TDCJ personnel:

1. Visually inspect elements for external damage that may have occurred during Transit. Where external damage is visible, notify PA and TDCJ Project A/E prior to off-loading delivered elements.

2. Coordinate Field Inspections that may be required in 2.3 of included specifications to be performed by Vendor upon Delivery or otherwise included in Scope of Work to be Performed by Vendor.

3. Make provisions for off-loading delivered elements.

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3.2 Where specifications and/or drawings refer to “Contractor” or “Vendor” for portions of the Work pertinent to the Scope of Work for TDCJ Personnel, “Contractor” or “Vendor” shall be interpreted to intend the TDCJ resource performing the Work and the requirement and/or specification is required to be met as though the TDCJ resource were the Contractor.

3.3 Please advise the TDCJ Project A/E of Record of the identification of the individual functioning as the PA.

3.4 As applicable, ensure the accomplishment of, and compliance with, requirements of Part 3 – Execution of each included Specifications section.

A. There are requirements of Part 3 – Execution of Section 01 10 00 – General Requirements that require submittals to the individual functioning as the Project Administrator for this project.

1. Utilize requirements of 01 10 00 General Requirements – 3.2 (Preparation) and 3.6 (Execution Submittals) to begin dialog with TDCJ Project A/E for planning and coordination of project goals and objectives, i.e. review of Request For Information/ Architect’s Supplemental Instruction/ Engineer’s Supplemental Instruction status;

observances at anticipated intervals or benchmarks; demonstration of Quality Control requirements; and other items that will vary based on size and complexity of subject project.

B. Each Part 3 – Execution of additional included specification sections have requirements for:

1. Installer Qualifications (3.1),

2. Preparation (3.2),

3. Execution Requirements (3.3),

4. Quality Control (3.4),

5. Commissioning (3.5),

6. Execution Submittals (3.6), and/or

7. Close Out (3.7)

C. These requirements include approval submittals that are required to be submitted to the individual functioning as the PA. These requirements also include approval submittals required to be submitted to the PA that are subsequently required to be submitted to the TDCJ Project A/E of Record.

D. Be advised some Execution Submittals may require approval prior to beginning construction.

E. Coordinate access for deliveries and construction activities as required.

F. All work performed shall be in compliance with all federal, state, and local laws, codes, and standards. These include, but are not limited to, the latest adopted versions of:

1. National Electrical Code (NFPA – 70)

2. Standard for Electrical Safety in the Workplace (NFPA – 70E)

3. Life Safety Code (NFPA – 101)

4. Texas Architectural Barriers Act (TABA)

5. TDCJ Risk Management Lock-Out Tag-Out Policy (RM-48)

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6. TDCJ Job Safety Analysis (RM-11)

7. TDCJ Personal Protective Equipment Policy (RM-42)

8. TDCJ Design Criteria Manual (TDCJ Intranet\Facilities Division\Policies and Procedures\Engineering)

G. See Section 01 00 00.20 – Project Specific Requirements – TDCJ Personnel.

END OF SECTION

TDCJ Facilities Engineering Project Specific Requirements - Vendor v.20210212 Pack Unit Section 01 00 00.10 - Page 1 of 1 Replace Transformers Substation - Construction MWR #02623021

SECTION 01 00 00.10 – PROJECT SPECIFIC REQUIREMENTS – VENDOR v.20210212

1.1 Provide two (2) medium voltage switchgears as described in these specifications.

A. Switchgear #1: 35kV, BIL 150kV, 600A main bus, short circuit 12.5kA sym. 3PH, non-fused, pad mounted.

B. Switchgear #2: 15kV, BIL 95kV, 600A main bus, short circuit 12.5kA sym. 3PH, non-fused, pad mounted.

TDCJ Facilities Engineering Project Specific Requirements - TDCJ Personnel v.20220406 Pack Unit Section 01 00 00.20 - Page 1 of 1

SECTION 01 00 00.20 – PROJECT SPECIFIC REQUIREMENTS – TDCJ PERSONNEL v.20220406

PART 1 - NOT USED

PART 2 - NOT USED

PART 3 - GENERAL

3.1 See Scope of Work – 01 00 00, PART- 3.

3.2 Follow and obey all safety measurements for medium voltage working and operation. Circuit shall be de-energized at time of working on it.

3.3 Install new 35kV and 15kv pad mounted switchgears on existing concrete pad as shown on substation site plan drawing E1.

3.4 Install the 1500KVA and 2500KVA pad mounted transformers on existing concrete pad as shown on substation site plan drawing E1.

3.5 Bond all installed equipment to ground.

3.6 Where applicable, cut concrete pad to accommodate conduits and wiring.

3.7 Disconnect the 1500KVA overhead transformer from electrical line.

3.8 Install one 5-inches conduit with 3#1/0 MV-90 conductors from existing service entrance hook stick switches to the 35kV pad mounted switchgear. Install three (3) additional 5-inches conduits with 3#1/0 MV-90 conductors each one from 35kV pad mounted switchgear to transformers’ primary as shown on drawings E1 and E2.

3.9 Install three (3) 5-inches conduits with 3#2 MV-90 conductors each one from the transformers’ secondary to the 15kV pad mounted switchgear as shown on drawings E1 and E2.

3.10 Install one 5-inches conduit with 3#2 MV-90 conductors from 15kV pad mounted switchgear to existing load side hook stick switches as shown on drawings E1 and E2.

3.11 Double check electrical and grounding connections before energizing the circuit.

3.12 For proper operation of the substation refer to specs section: Sequence of Operation.

TDCJ Facilities Engineering General Requirements v.20241010 Pack Unit Section 01 10 00 - Page 1 of 7 Replace Transformers Substation - Construction MWR #02623021

SECTION 01 10 00 – GENERAL REQUIREMENTS v.20241010

[Standard TDCJ Specification]

PART 1 – GENERAL

1.1 SUMMARY

A. See PART-1 of all included specification sections for requirements for all elements to be provided. Requirements include specifications as identified on included equipment schedule(s) and/or project drawings.

B. Bid price shall include all shipping, permits, freight charges, and other charges as may be applicable to complete requirements of solicitation.

1.2 DEFINITIONS

A. Architect/Engineer (A/E) – a person registered as an architect under Chapter 1051 Occupations Code, a landscape architect under Chapter 1052 Occupations Code, an engineer under Chapter 1001 Occupations Code. As applicable by context, A/E shall be interpreted as defined by DP.

B. A/E’s Representative – is defined as A/E’s designated resource for certain approvals (other than approvals of technical requirements identified on documents bearing A/E’s seal and signature). For subject project, the A/E’s Representative is designated as the entity designated as the Project Administrator.

C. A/ESI – Architect’s/Engineer’s Supplemental Instruction.

D. AHJ – Authority Having Jurisdiction.

E. Beneficial Occupancy (BO) – for subject project shall be interpreted to intend the date an identifiable portion of the Work is sufficiently complete. The PA and Contractor may agree for that portion of the Work to be released to TDCJ’s operation and/or control for the use for which it is intended.

F. Certifying Authority - the Design Professional who has, or will, provide professional seal and signature for required plans and/or specifications.

G. Closeout – is defined as final activities as may be identified to demonstrate compliance with Construction Documents requirements and/or to transfer of operation, maintenance, and/or control to TDCJ.

H. Construction Documents – Drawings and/or Specifications.

I. Contractor – ‘Contractor’ and ‘Vendor’ are used interchangeably and are intended to mean the entity awarded the Purchase Order.

J. Design Professional (DP) – a person registered as an architect under Chapter 1051 Occupations Code, a landscape architect under Chapter 1052 Occupations Code, an engineer under Chapter 1001 Occupations Code, or any person licensed or certified as acceptable to applicable Authority Having Jurisdiction such as a Fire Alarm Planning Superintendent, etc.

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K. Exposed – is defined as any area less than 16’ above finished floor (A.F.F.), or grade, or less than 10’ from any platform that can be climbed in areas accessible by offenders as determined by PA.

1. Unless otherwise stated in writing in documents or an RFI is submitted and approved after Notice of Award:

a. Contractor shall interpret areas such as basements, offices, equipment rooms, pipe chases where occupants can traverse while standing as designated as ‘Exposed’.

b. Areas with lay-in type ceilings in these areas shall be interpreted to be ‘Exposed’.

L. Owner’s Representative – see Project Administrator.

M. Project Administrator (PA) – is defined as TDCJ resource assigned project coordination responsibilities for this solicitation.

1. The PA for this solicitation may be an individual employed by TDCJ as a Project Administrator by title or be an individual designated as the PA such as the TDCJ Region Maintenance Manager or the TDCJ Region Maintenance Manager’s Representative. All references to PA shall be interpreted to intend the entity designated.

2. All required project coordination including specifically identified submittals required After Award, submissions identified and/or required during the course of implementation, and obtaining approvals associated with “or A/E approved equal” requirement(s), shall be through the PA.

3. All references of ‘Owner’s Representative’, ‘TDCJ Representative’, ‘Building Manager’, or similar language shall be interpreted to intend the PA.

4. All submittals required After Award shall be to PA regardless of how stated; including submittals to an AHJ.

5. If requirements indicate that an approval, etc. is to be obtained from the PA, Owner’s Representative, etc., it shall be interpreted to mean the PA will obtain subject approval, etc. from the appropriate entity, which may or may not be the PA, and provide to the Contractor.

6. Unless otherwise indicated, provide PA with 72 hours’ notice of all coordination, inspection, testing, outages, etc.

N. Quality Assurance/Quality Control (QA/QC) – is defined as tasks and/or documents required to demonstrate compliance with specific requirement(s) of the Construction Documents.

O. RFI – Request For Information.

P. RGS – Rigid Galvanized Steel.

Q. TAC – Texas Administrative Code.

R. TCEQ – Texas Commission on Environmental Quality.

S. VAC – Volts Alternating Current.

T. Vendor – ‘Vendor’ and ‘Contractor’ are used interchangeably and are intended to mean the entity awarded the Purchase Order.

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PART 2 – PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

B. See 2.1 of all included Specification Sections.

C. Handling – Transit and Delivery

1. Perform all coordination with other than TDCJ as may be required by local, state and/or federal AHJs.

2. Transit:

a. Store, transport, and handle all products, material and equipment per manufacturer’s instructions and recommendations and all accepted industry standard practices.

b. Ship provided elements to project site according to manufacturer’s recommendations and instructions and according to applicable trade standards. During shipment, further protect elements from damaging affects including, but not limited to, impact, abrasion, corrosion, chemicals, entrance of debris, and sunlight.

1) Provide and utilize hoists, cranes, slings and/or other equipment designed and constructed for purpose with sufficient load capabilities.

2) Do not subject provided elements to damage as a result of their own weight, movement of their own moving parts, etc.

a) Provide all material and other elements required to provide required protection during transit, storage and other handling.

b) Do not utilize attachments to provided elements for connections to lifting, loading and/or moving equipment unless attachment is intended, designed and rated for such.

3. Delivery:

a. Where elements delivered to project site are to be installed by Vendor, Vendor shall:

1) Be present to accept delivery of these elements. TDCJ personnel shall not accept delivery.

2) Be required to continue requirements under Transit.

3) Make provisions for off-loading elements.

b. Where elements delivered to project site are to be installed by TDCJ, Vendor may be required by included Specification Sections to perform Field Inspections upon Delivery. Review 2.3 of all included Specification Sections carefully.

D. The intent of these specifications is to require all items necessary for the proper installation and operation of specified elements.

E. All provided products shall be free of Lead Based Paint and Asbestos Containing Material.

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F. All products and/or materials provided shall be compatible materials that do not cause deterioration to other products and/or materials due to contact with other products and/or materials or general ambient conditions.

G. Source and/or Manufacturer Qualifications:

1. Provided elements shall be the standard products of a manufacturer regularly engaged in the production of such and is the manufacturer’s current and standard design.

2. Provided elements shall be from a manufacturer legally authorized to sell such in the United States.

3. To the extent possible, package elements shall be from a manufacturer with a service center located within 200 miles of the project site that is capable of providing training, parts, and emergency repairs.

4. To the extent possible, provided elements that interfaces with and/or connects to other provided elements shall be provided from the same manufacturer. (Example:

fitting for PVC conduit shall be provided by same manufacturer as PVC conduit: etc.)

a. Provided elements that interfaces with and/or connects to existing elements

ARE NOT required to be provided from the same manufacturer as existing elements.

b. Provided fittings, mountings, and/or connectors shall be designed, produced, listed and approved for such purpose for application and conditions; and shall be from a manufacturer approved by the producer of the elements to be fitted, mounted, connected, etc.

5. Manufacturers of equipment assemblies, which include components made by others, shall assume complete responsibility for specified performance of final assembled unit and shall be UL listed for intended use as an assembled unit.

2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS

A. See 2.2 of all included specification sections.

B. New products, equipment, and/or material suitable for project conditions, temperature and location, produced, manufactured and distributed for purpose.

C. References to codes and standards are provided as a basis for compliance requirements;

if there is a conflict between specifications and the code or standard, the code prevails.

D. All provided products, material, equipment, shall be in accordance with applicable AHJ, per applicable trade standards, and per manufacturer instructions and/or recommendations and shall be customarily used for intended purpose.

2.3 FIELD SERVICES REQUIREMENTS

A. Field Inspections:

1. See section 2.3 of all included Specification Sections for Field Inspection requirements.

B. Start-Up:

1. See section 2.3 of all included Specification Sections for Start-Up requirements.

C. Training:

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1. See section 2.3 of all included Specification Sections for training requirements.

Where Section 2.3 is identified as “No additional requirements,” no training is required under subject section.

2. Where training is required by Specifications, unless other is stated, provide a minimum of two (2) each, two (2) hour, training sessions for up to eight (8) personnel at project location in a time frame per approved project schedule.

a. Where multiple Specification Sections identify training, the content of training required under each section may be conducted simultaneously upon written approval of the training outline.

2.4 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES WARRANTY

REQUIREMENTS

A. See Section 2.4 of all included Specification Sections.

B. All warranties, to include extended warranties, shall include all travel, shipping, labor and other expenses related to removal, transport, and reinstallation of warrantied items.

2.5 PRODUCT, EQUIPMENT, MATERIAL AND SERVICES SUBMITTAL REQUIREMENTS

A. Provide product, equipment and/or material delivery schedule with Bid.

B. See 2.5 of all included Specification Sections.

C. At minimum, provide catalog data, cut sheets, etc. with identification of ratings, sizes, and other supporting documentation indicating compliance with specifications for proposed equipment, material, products etc. with Bid.

1. Specifically identify:

a. Number and title of applicable Specification Section.

b. Drawing number and detail references, as applicable.

c. Clear indication of specific part number, etc. where product specification sheets contain multiple part numbers.

d. Applicable available options clearly marked.

e. Complete with respect to quantities, dimensions, specific performance, materials, and similar data.

f. That there are no deviations from specifications.

1) Where there are deviations from specifications, identify such in a section labeled “Deviations” in a cover page for the submittal(s).

Failure to identify deviations will result in required compliance with specifications irrespective of TDCJ’s implied or explicit acceptance of submittal(s).

2. Detailed product submittals for equipment, material, products etc. to be considered as an “Equal” as determined by the A/E, shall be submitted with Bid.

D. Where applicable, provide schedule for field inspections, start-up, and training in terms of number of days from notification.

1. Where training under multiple specification sections is proposed to be conducted simultaneously, submit training outline with Bid.

2. Where services of an Independent Testing Entity are identified to perform services, inspections and/or testing, require Independent Testing Entity and representatives of such to:

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a. Comply with applicable portion(s) of this Section and other applicable portions of the Construction Documents.

b. Cooperate with all personnel engaged and/or tasked with portions of the Work.

c. Perform specified inspections, sampling and testing of materials, methods of construction, equipment, systems, etc. as required by applicable portions of the Construction Documents.

d. Provide prompt notification of observed irregularities, deficiencies and/or non-conformance of products, work and/or work products.

1) Verbal notification immediately upon observation.

2) Written notification as part of a signed Independent Test Report and/or Independent Inspection Report.

e. Not release, revoke, alter or enlarge on requirements of Construction

Documents.

f. Not approve or accept any portion of the Work.

g. Not perform any duties other than required and/or specified inspections, sampling, and/or testing.

h. Submit Independent Test Report of each test and Independent Inspection

Report for each Inspection within three (3) calendar days of completion of test(s) or inspection date.

1) Laboratory Test Reports: Describe variances from specified requirements, and state whether tested product and/or material meets specification requirements.

2) Field Test Reports: Furnish a report stating results for each test and/or for each required area.

3) Reports may be combined on a daily basis, if so desired, provided that location of each test, inspection and applicable identification data are clearly identified.

4) Each Report shall include:

a) Date issued.

b) Project title and number.

c) Testing entity name, address and telephone number.

d) Name and signature of inspector/technician and responsible reviewer.

e) Date and time of sampling, inspection and/or test.

f) Record of temperature, humidity and/or any factor that may impact or influence testing results.

g) Identification of product and Specification Section.

h) Location of sample or test in the Work.

i) Type of inspection or test.

j) Test equipment used and references to calibration records.

k) Results of tests and compliance with Construction

Documents.

l) Interpretation of test results that indicate unsatisfactory conditions.

m) Indication of as-found condition and as-left results.

i. Submit certificates of testing, inspection or approval that are required by laws, ordinances, rules, regulations, orders or approval of public authorities.

E. Acceptance of submittals does not relieve the contractor of responsibility for any deviations from the requirements of the contract.

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F. Where PART 3 – EXECUTION is included in solicitation, include documentation supporting INSTALLER QUALIFICATIONS with bid. Where PART 3 – EXECUTION is not included in solicitation, disregard this requirement.

END OF SECTION 01 10 00

TDCJ Facilities Engineering References v.20230221 Pack Unit Section 01 42 00 - Page 1 of 4 Replace Transformers Substation - Construction MWR #02623021

SECTION 01 42 00 – REFERENCES V.20230221

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 STANDARDS

A. Applicability: For Products specified by reference to an association or trade standard, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Construction Documents, or applicable codes establish stricter standards.

B. Publication Dates:

1. Except as otherwise indicated, where compliance with a reference standard is required, comply with standard in effect as of date of issue of Construction Documents, except when a specific date is specified.

2. Copies of Standards: Where copies of standards are needed for proper performance of Work, obtain such copies directly from publication source.

1.2 SCHEDULE OF ABBREVIATIONS

A. Abbreviations and Names: Following is a partial list of Architecture, Engineering, and Construction (AEC) industry standards organizations, codes, publications, practices, procedures, materials, and other accepted practice acronyms. References to these acronyms are listed in applicable specification sections using abbreviations contained below.

AA Aluminum Association AABC Associated Air Balance Council

AAMA American Architectural Manufacturer's Association AASHTO American Association of State Highway and Transportation Officials ABMA American Boilers Manufacturer's Association

ACI American Concrete Institute ACIL American Council of Independent Laboratories

ADC Air Diffusion Council AGA American Gas Association

AHRI Air Conditioning, Heating and Refrigeration Institute AIA American Institute of Architects

AISC American Institute of Steel Construction AISI American Iron and Steel Institute ALSC American Lumber Standards Committee AMI Auburn Manufacturing, Inc.

AMCA Air Movement and Control Association ANSI American National Standards Institute APA American Plywood Association ASCE American Society of Civil Engineers

ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers ASJ All Service Jacket ASME American Society of Mechanical Engineers ASNT American Society of Nondestructive Testing ASPE American Society of Plumbing Engineers

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ASTM American Society of Testing and Materials ASTM-MT ASTM – Mechanical Tubing ATSI Alliance for Telecommunications Industry Solutions

AWI Architectural Woodwork Institute AWPA American Wood-Preservers' Association AWPB American Wood-Preservers Bureau AWWA American Water Works Association AWS American Welding Society BAC Building Automation Control BACnet BAC network

BHMA Builders' Hardware Manufacturers Association BS British Standard cETL ETL (see below) – certified for use in Canada CAD Computer Aided Design CDA Copper Development Association Inc.

CENELEC European Committee for Electrotechnical Standardization CFR Code of Federal Regulations

CISPI Cast Iron Soil Pipe Institute CGA Compressed Gas Association

CPSC Consumer Product Safety Commission CRRC Cool Roof Rating Council CRSI Concrete Reinforcing Steel Institute CS Commercial Standard of NBS (U.S. Dept. of Commerce) DSCC Defense Supply Center Columbus ELL-Jacs Trade Mark of a manufactured elbow cover EMC Electromagnetic Capability

EN A product family standard for industrial, scientific, and medical (ISM) equipment and electro-discharge machining (EDM) and arc welding equipment

ENV Electromagnetic Capability Standard developed by CENELEC EMT Electrical Metallic Tubing (conduit) EPA Environmental Protection Agency EPDM Ethylene Propylene Diene Monomer

ETL Edison Testing Laboratories - certified for use in the U.S.

FACP Fire Alarm Control Panel FCC Federal Communications Commission

FCI Fluid Controls Institute FGMA Flat Glass Marketing Association FM Factory Mutual (Insurance Company Rating) FMG FM Global (Name of Factory Mutual Insurance Company Global) FS Federal Specification (General Services Admin) FSC Forestry Stewardship Council GANA Glass Association of North America

GSM Global System for Mobile (Communications) HI Hydraulic Institute HMAC Hot Mix Asphaltic Concrete

IAPMO International Association of Plumbing and Mechanical Officials IBC International Building Code (International Code Council) IC Integrated Circuit ICBO International Conference of Building Officials

ICC International Code Council ICC-ES ICC-Evaluation Service ICRI International Concrete Repair Institute IEBC International Existing Building Code

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IEC International Electrotechnical Commission IECC International Energy Conservation Code

IEEE Institute of Electrical and Electronic Engineers Inc IDF Intermediate Distribution Frame(s) IP Internet Protocol IP/GSM Internet Protocol / Global System for Mobile (Communications) ISO International Standardization Organization

IT Information Technology LCD Liquid Crystal Display MDP Main Distribution Panel MBMA Metal Building Manufacturers Association MFMA Maple Flooring Manufacturers Association Inc

MIL Military Standardization Documents (U.S. Dept. of Defense) MPI Master Painter’s Institute MSS Manufacturers Standardization Society MSS-SP MSS-Standard Practice NAAMM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NCMA National Concrete Masonry Association

NEC National Electrical Code (by NFPA) NECA National Electrical Contractors Association

NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association

NESC National Electrical Safety Code NER National Evaluation Report

NFPA National Fire Protection Association NFRC National Fenestration Rating Council

NICET National Institute for Certification in Engineering Technologies NRCA National Roofing Contractors Association NRTL Nationally Recognized Testing Laboratory NSF National Sanitation Federation PLC Programmable Logic Controller PCI Pre-stressed Concrete Institute

PDI Plumbing and Drainage Institute PVC Polyvinyl chloride PROM Programmable Read Only Memory QPD Qualified Products Database RFCI Resilient Floor Covering Institute RFCI-WP Resilient Floor Covering Institute Work Practice RGS Rigid Galvanized Steel (conduit) RJ Registered Jacks RMS Root Mean Square RPM RPM International – No definition, that’s the name RSA Remote Serial Annunciator RTU Remote Terminal Unit SAE Society of Automotive Engineers SBDS Schottky barrier diodes SBS Styrene-Butadiene-Styrene SDI Steel Deck Institute (in context) SDI Steel Door Institute (in context) SIGMA Sealed Insulating Glass Manufacturers Association

SMACNA Sheet Metal and Air Conditioning Contractors' National Association SNMP Simple Network Management Protocol SPRI Single Ply Roofing Industry

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SPRI-ES SPRI-Edge System Test SSPC Steel Structures Painting Council SSPC-PA SSPC – Performance Application SWIFT Smart Wireless Integrated Fire Technology TABB Testing, Adjusting and Balancing Bureau TAC Texas Administrative Code

TCA Tile Council of America TCP Transmission Control Protocol TCP/IP Transmission Control Protocol/Internet Protocol TCEQ Texas Commission on Environmental Quality TMS The Masonry Society TPDES Texas Pollution Discharge Elimination System TXDOT Texas Department of Transportation UDACT Universal Digital Alarm Communicator Transmitter

UL Underwriters Laboratories VAC Volts Alternating Current VAR(S) Volt Ampere(s) Reactive VOC Volatile Organic Compound WCLIB West Coast Lumber Inspection Bureau (Grading Rules) WFACP Wireless Fire Alarm Control Panel WPSTM Waterford Plant Standard Test Method

WWPA Western Wood Products Association (Grading Rules)

TDCJ Facilities Engineering Cast-in-Place Concrete v.20211018 Pack Unit Section 03 30 00 - Page 1 of 1 Replace Transformers Substation - Construction MWR #02623021

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE v. 20211018

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for cast-in-place concrete including reinforcement, concrete materials, mixture design, placement procedures, and finishes; to include repair of surface defects of concrete, finishing concrete surfaces including both formed and unformed surfaces, and preparation of concrete floor to receive finish flooring.

PART 2 - PRODUCTS, EQUIPMENT, MATERIAL AND/OR REQUIRED FIELD SERVICES

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

B. Products, equipment, material and/or services provided under this Section shall comply with:

1. Building Code Requirements for Reinforced Concrete, ACI 318

2. Specification for Structural Concrete, ACI 301

3. Specifications for Tolerances for Concrete Construction and Materials ACI 117

C. Additional Source and/or Manufacturer Limitations:

1. Each type of cement of the same brand from the same manufacturer’s plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

2. A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS:

A. Formwork:

1. Formwork and formwork accessories according to ACI 301.

B. Steel Reinforcement

1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

2. Plain-Steel Wire: ASTM A 82 as-drawn.

3. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire into flat sheets.

4. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet.

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C. Concrete Materials:

1. Cement: Gray Portland cement, ASTM C150, Type II, with early rise admixture except:

a. Type III may be used when specifically authorized by A/E.

b. Use same brand of cement used in concrete mix design.

D. Admixtures: Use following admixtures as required or approved.

1. Air-Entraining Admixtures: ASTM C260, liquid vinsol resin compound compatible with chemical admixtures used.

2. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

a. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

b. Retarding Admixture: ASTM C 494/C 494M, Type B.

c. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

d. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

e. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C

494M, Type G.

f. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

3. High-Range Water Reducer (Superplasticizer): ASTM C-494, Type F or G.

E. Aggregates: Use coarse aggregate from only one source and fine aggregate from only one source.

1. Coarse aggregate: Normal weight, gravel, crushed gravel or crushed limestone, ASTM C 33.

2. Fine aggregate: Limestone or natural sand, ASTM C 33. Natural sand may be used with limestone coarse aggregate.

3. Limestone aggregate shall meet following additional requirements:

a. Clean, hard, strong, and durable particles free of chemicals, coatings of silt or clay, or other fine materials that may affect hydration and bond of cement paste.

b. High-calcium limestone (minimum 95% CaCO3 and maximum 3.5% MgCO3) with maximum Los Angeles Abrasion loss of 38%; when tested in accordance with ASTM C 131 or ASTM C 535.

c. Tested for soundness in accordance with ASTM C 88. Maximum loss not to exceed 18% after 5 cycles of the magnesium sulfate test.

F. The maximum size of coarse aggregate: Not to exceed 1/5 narrowest dimension between sides of forms nor 1/3 depth of slabs, except as otherwise scheduled.

G. Curing Materials:

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1. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete.

2. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

3. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

4. Water: Potable.

5. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

H. Related Materials:

1. Vapor Retarder: Multi-ply reinforced polyethylene sheet, ASTM E 1745, Class C, or polyethylene sheet, ASTM D 4397, not less than 10 mils thick.

2. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork, or self-expanding cork.

I. Concrete Mixtures:

1. Comply with ACI 301 requirements for concrete mixtures.

2. Normal-Weight Concrete: Prepare design mixes, proportioned according to ACI

a. Minimum Compressive Strength: 5000 psi at 28 days, unless otherwise indicated.

b. Slump Limit: 4 inches, plus or minus 1 inch, unless otherwise indicated.

c. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of floor slabs to receive troweled finished to exceed 3 percent.

J. Concrete Mixing:

1. Ready-Mixed Concrete: Require measured, batched, mixed, and delivered concrete according to ASTM C 94/C 94M.

a. Collect batch ticket information for each batch discharged and used in the

Work, indicating Project Name, MWR number, date, mix type, mix time, quantity, and amount of water added. Submit with daily report.

1) Record approximate location of final deposit in structure and include in final batch ticket information.

2. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Mix concrete materials in appropriate drum-type batch machine mixer.

a. Collect batch ticket information for each batch discharged and used in the

Work, indicating Project Name, MWR number, date, mix type, mix time, quantity, and amount of water added. Submit with daily report.

1) Record approximate location of final deposit in structure and include in final batch ticket information.

K. Bonding Agents, Injection Resins, and Mixes:

1. All products shall be manufactured for application, scheduled finish, and appropriate environment to include interior vs. exterior.

2. All mixes shall be mixed according to Manufacturer’s instructions and recommendations.

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3. Comply with the following Standards as applicable:

a. C 881/C 881 M - Standard Specification for Epoxy-Resin-Base Bonding

Systems for Concrete

b. C 887 - Standard Specification for Packaged, Dry, Combined Materials for

Surface Bonding Mortar

c. C 928/C 928 M - Standard Specification for Packaged, Dry, Rapid-

Hardening Cementitious Materials for Concrete Repairs Flex-Con by Euclid Chemical Co.

d. C 932 - Standard Specification for Surface-Applied Bonding Compounds for Exterior Plastering

e. C 1059/C 1059 M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete

f. C 1107/C 1107 M - Standard Specification for Packaged Dry, Hydraulic- Cement Grout (Nonshrink)

4. Acceptable manufacturer’s:

a. Euclid Chemical Co.

b. Master Builders.

c. Sika Chemical Co.

2.3 FIELD SERVICES REQUIREMENTS

A. No additional requirements.

2.4 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES WARRANTY

REQUIREMENTS

A. No additional requirements.

2.5 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES WARRANTY SUBMITTALS

A. In compliance with requirements of ACI 301:

1. For each type of cement, aggregate, and admixtures proposed to be used for subject project provide Mill Certificate.

2. Admixture Certification:

a. Manufacturer’s product data sheet.

b. Certification that the admixtures proposed for use with cement containing fly ash are compatible with the fly ash.

c. Certification that admixtures proposed for use along with a super plasticizer are compatible with proposed super plasticizer.

3. Air-Entraining Admixture Requirements:

a. Manufacturer's instructions to control percent of air content under every condition, including temperature variations and presence of other admixtures.

4. Chemical Admixtures Requirements:

a. Manufacturer's instructions for quantities and types to be used under various temperature and job conditions to produce a uniform, workable concrete mix.

b. Submit evidence of compatibility with other admixtures proposed for use in the design mix.

5. Design Mixes:

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a. Test data on proposed design mixes for each type of concrete in the project including each strength class and any variations in fly ash source and quantity, admixture, aggregate source, or maximum coarse aggregate size. The mix is to be proportioned by one of the following three methods as outlined in ACI 318:

1) Field Experience Method

2) Laboratory Trial Batch Method

3) ACI 318 - Table 5.4

b. Include type and brand of cement used; mixed design proportions; brand, type, and amount of each admixture; brand and amount of fly ash; slump, amount of entrained air; aggregate sources, gradations, specific gravity, and coarse aggregate dry rodded unit weight; total water (including moisture in aggregate); water/cement ratio; and compressive strength test results for 7 and 28 days.

c. Review and acceptance of design mix does not relieve Contractor of responsibility to provide concrete of quality and strength required by the Construction Documents.

6. Fly Ash Certification:

a. Fly ash producer's documentation of quality control procedures and compliance with specification.

7. High-Range Water Reducer (Superplasticizer):

a. Submit proposed plan for measuring and adding superplasticizer to concrete mix at job site.

b. Submit a dosing area on site with holding tanks and metering devices.

c. Submit Manufacturer's technical information on the superplasticizer proposed for use.

d. Identify portions of project on which superplasticizer is proposed for use.

8. Hot and Cold Weather Concrete Plan:

a. Proposed plans for hot and cold weather concrete. Review and acceptance of proposed procedure will not relieve the Contractor of responsibility for the quality of finished product.

9. Jointing Layout:

a. Proposed layout of construction and control joints. Identify each type of joint in layout.

10. Limestone Aggregate Test Reports:

a. Test data confirming that limestone aggregate proposed for use on project conforms to specifications.

11. Bonding Agents, Injection Resins, and Mixes.

12. Manufacturer's product data sheets.

TDCJ Facilities Engineering Basic Electrical Methods v.20240906 Pack Unit Section 26 00 00 - Page 1 of 3 Replace Transformers Substation - Construction MWR #02623021

SECTION 26 00 00 - BASIC ELECTRICAL METHODS v.20240906

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. General requirements for electrical products, equipment, materials, field services and installations, including electrical connections to equipment specified under other sections.

PART 2 - PRODUCTS, EQUIPMENT, MATERIALS AND/OR REQUIRED FIELD SERVICES

2.1 GENERAL REQUIREMENTS:

A. Brand or manufacturer’s references are descriptive only, and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

B. Equipment, products, material, and/or services provided under Division 26 shall comply with:

1. Terms and conditions of the electrical utility and other authorities having lawful jurisdiction pertaining to the work required.

2. National Electrical Code (NEC).

3. National Electrical Contractors Association (NECA) Standards

4. National Electrical Safety Code (NESC).

5. American National Standards Institute (ANSI)

6. American Society of Heating, Refrigeration and Air-Conditioning Engineers

(ASHRAE) – 90.1

7. American Society for Testing and Materials (ASTM)

8. National Electrical Installation Standards (NEIS)

9. National Electrical Testing Association (NETA)

10. Conform to applicable codes and regulations regarding toxicity of combustion products of insulating materials.

11. All material shall be listed, inspected, and approved by a nationally accepted testing laboratory such as UL and/or ETL for purpose and conditions. All material shall bear the UL or ETL label where available.

C. The electrical requirements for equipment specified in Division 26 and other Divisions, where applicable, are based on product information for specified elements.

1. Where furnished elements have electrical requirements other than specified, make required changes to wire and conduit size, controls, overcurrent protection, installation accommodations, and perform coordination with other trades as required.

2. Employ an A/E, either directly or by contract, to sign/seal required changes and document on an RFI.

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2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS

A. No splices or taps with crimp or indenter-type connectors.

B. All bolts, nuts, and washers used to connect connections and terminations to bus bars or other termination points shall be zinc-plated, cadmium-plated, or steel.

C. Special Features

1. All electrical equipment provided must be Wi-Fi enabled for start-up, commissioning, and diagnostic troubleshooting.

a. This requirement extends to all miscellaneous devices installed per scope of work.

b. Wi-Fi systems must support remote monitoring and control via a dedicated mobile…