ESBD_File_330029_19-24501-specs.pdf

SPECIFICATIONS

ATLANTA DISTRICT 7 SITE

FENCING/SECURITY UPGRADE

Project No: 19-470424501

• Project # 19-470424501, TEXARKANA Area Engineer & Maintenance Facility, Bowie County, Site # 199790, 520 Sowell Ave, Texarkana Tx 75501

• Project # 19-470424502, NEW BOSTON Maintenance Facility, Bowie County, Site # 199791, 406

McCoy Blvd, New Boston Tx 75570

• Project # 19-470424503, MOUNT PLEASANT Area Engineer & Maintenance Facility, Titus

County, Site # 199794, 2210 Ferguson Rd. Mount Pleasant Tx 75455

• Project # 19-470424504, DAINGERFIELD Maintenance Facility, Morris County, Site # 199698, US 259 North, Daingerfield Tx 75638

• Project # 19-470424505, GILMER Area Engineer & Maintenance Facility, Upshur County, Site #

199617, 2433 US-271, Gilmer Tx 75644

• Project # 19-470424506, MARSHALL Area Engineer & Maintenance Facility, Site # 199040, 300

E. Loop 390 North, Marshall Tx 75670

• Project # 19-470424507, LINDEN Maintenance Facility, Site 199004, 689 State Hwy 8, Linden Tx

75563

TEXAS DEPARTMENT of TRANSPORTATION

Support Services Division Security Section

6230 E. Stassney Ln.

Austin, Texas 78744

Date: July 11, 2023

ATLANTA DISTRICT 7 SITE FENCING & SECURITY UPGRADE

City/County: Job #. Texarkana/Bowie: 19-470424501, New Boston/Bowie: 19-470424502, Mount Pleasant/Titus: 19-470424503, Daingerfield/Morris: 19-470424504, Gilmer/Upshur:

19-470424505, Marshall/Harrison: 19-470424506, Linden/Cass: 19-470424507

Texas Department of Transportation – © 2021 Facilities Planning & Management

SPECIFICATIONS INDEX

DIVISION 1 - GENERAL REQUIREMENTS

01 10 00 Summary of Work 01 10 20 Definitions and Standards 01 10 30 Specification Outline 01 20 00 Price and Payment Procedures 01 25 00 Substitution Procedures 01 30 00 Administrative Requirements 01 32 16 Construction Progress Schedule 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements

DIVISION 26 – ELECTRICAL

26 00 00 Basic Electrical Requirements 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 13 00 Security Systems 28 29 00 Electric Gate Operator

DIVISION 31 – EARTHWORK

31 23 17 Trenching

DIVISION 32 – SITE IMPROVEMENTS

32 31 13 Chain link Fence and Gates

END OF SECTION

City/County: Job #. Texarkana/Bowie: 19-470424501, New Boston/Bowie: 19-470424502, Mount Pleasant/Titus: 19-470424503, Daingerfield/Morris: 19-470424504, Gilmer/Upshur: 19-470424505, Marshall/Harrison: 19-470424506, Linden/Cass: 19-470424507

Texas Department of Transportation - 2021 Summary of Work Facilities Management 01 10 00 - 1

SECTION 01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Project Identification

B. Contract description

C. Work by the Texas Department of Transportation (Owner)

D. Owner supplied products

E. Contractor's use of site and premises

F. Owner occupancy

G. Specification Conventions

1.2 PROJECT IDENTIFICATION

Atlants District 7 Site Fencing & Security Upgrade, Project # 19-470424501 City/County, Project #: 19-470424501 Texarkana/Bowie

19-470424502 New Boston/Bowie 19-470424503 Mount Pleasant/Titus

19-470424504 Daingerfield/Morris 19-470424505 Gilmer/Upshur 19-470424506 Marshall/Harrison 19-470424507 Linden/Cass

1.3 CONTRACT DESCRIPTION

The work of the project is to furnish, install, and program access control. This includes card readers, electrified locksets, door position sensors, gate releases, control panels, intercoms, access control cabling, surge protection, card reader pedestals, and CCTV (NVR(s), camera(s), POE power injector(s), video decoder(s), monitor(s)). The system must be compatible and interoperable with TXDOT’s latest version Software House CCURE as a standard. Work of the project also includes demolition of existing chain link fencing/gates, and rebuilding as indicated on the drawings. Clear trees, bushes, and vines as indicated on the drawings, 2’ of each side of fence line where fence line is on TXDOT property. When fence line borders another property, line/fence line clearing to be coordinated with TXDOT project manager. A minimum of 2’ clearing is required on TXDOT side. Stump grinding of trees, bushes, and vines shall be performed. Furnish and install 9 gauge, 6’ chain link fence with top rail and 3 strand barb wire and/or associated components as indicated on the drawings. Furnish and install cantilever gates, v-track

Facilities Management 01 10 00 - 2 Support Services Division gates, gate operators with safeties, safety loops and associated safety devices to comply with UL-325 standards as indicated on the drawings. Install TXDOT furnished pedestals and pedestal bases. Furnish and install concrete pedestal base foundations, gate access control panels, power supplies, card readers, cabling, intercoms, camera, gate position sensors and required surge protection as indicated on the drawings and specifications.

Contractor is responsible to verify all field conditions and dimensions for bidding and installation. Work at entrances shall be performed in a manor or time that will not impede vehicle ingress or egress at entrance. Perimeter fence line and building security must be maintained and property line secured at all times. Furnish and provide a utility scan at each site. Refer to the specification requirements. Comply with local, state, and federal ordinances and laws.

Project Location: TXDOT Atlanta District

Project Manager: Joe Alexander has been appointed by TXDOT to serve as Project Manager.

a) Project # 19-470424501, TEXARKANA Area Engineering & Maintenance Facility, Bowie

County, Site # 199790, 3161 US Hwy 59 South, Livingston Tx, 77351

b) Project # 19-470424502, NEW BOSTON Maintenance Facility, Bowie County, Site #

199791, 406 McCoy Blvd, New Boston Tx 75570

c) Project # 19-470424503, MOUNT PLEASANT Area Engineer & Maintenance Facility, Titus County, Site # 199794, 2210 Ferguson Rd. Mount Pleasant Tx 75455

d) Project # 19-470424504, DAINGERFIELD Maintenance Facility, Morris County, Site #

199698, US 259 North, Daingerfield Tx 75638

e) Project # 19-470424505, GILMER Area Engineer & Maintenance Facility, Upshur

County, Site # 199617, 2433 US-271, Gilmer Tx 75644

f) Project # 19-470424506, MARSHALL Area Engineer & Maintenance Facility, Site #

199040, 300 E. Loop 390 North, Marshall Tx 75670

g) Project # 19-470424507, LINDEN Maintenance Facility, Site # 199004, 689 State Hwy 8, Linden Tx 75563

Perform Work of Contract under Lump Sum Total cost contract with Owner in accordance with Contract Documents.

1.5 WORK SEQUENCE

Facilities Management 01 10 00 - 3 Support Services Division

A. The work shall be conducted in the sequence as noted on the construction drawings.

Work in hangar one will be performed during afterhours and weekends. All other work can be performed during normal business hours Monday thru Friday 8am to 5pm, unless site is on a 4 day/10 hour schedule then coordinate with TxDOT PM.

1.6 WORK BY OWNER

A. Concurrent work by Owner or others: Owner reserves the right to conduct minor work with his own forces or separate contractors during the construction. Work will be coordinated with the contractor.

1.7 OWNER SUPPLIED PRODUCTS

A. Owner will arrange for and deliver Owner-furnished items.

B. Owner will arrange and pay for delivery of Owner-furnished items according to Contractor's Construction Schedule.

C. If Owner-furnished items are damaged, defective, or missing, Owner will arrange for replacement.

D. Owner will furnish Contractor the earliest possible delivery date for Owner-furnished products. Using Owner-furnished earliest possible delivery dates, Contractor shall designate delivery dates of Owner-furnished items in Contractor's Construction Schedule.

E. Contractor shall review Shop Drawings, Product Data, and Samples and return them to Architect noting discrepancies or anticipated problems in use of product.

F. If Owner-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

G. Owner will provide all project information using BIM360 for all Construction Project Management activities. Owner will provide BIM360 licenses for the contractor to use during the Construction of the project from NTP through project closeout.

1.8 CONTRACTOR'S USE OF SITE AND PREMISES

A. Access to Site: Contractor will have unrestricted access to site. Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

1.9 SPECIFICATION CONVENTIONS

A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words “shall be” are included by inference where a colon (:) is used within sentences or phrases. Except where specifically intended otherwise, Facilities Management 01 10 00 - 4 Support Services Division the subject of all imperative statements is the Contractor. For example, 'Provide tile' means 'Contractor shall provide tile.'

1.10 CONTRACTOR

A. Permits and Fees: Apply for, obtain, and pay for permits, if applicable, fees, including septic system, and utility company back charges required to perform the work. Contractor is responsible for contacting the local service providers, (municipality, water, electric and communications). Refer to plans for additional information. All inspections at site will be conducted by TxDOT staff.

B. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. Submit copies of inspection reports, notices and similar communications to Owner. Primary code is the International Building Code, most current release.

C. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of materials. Do not scale drawings.

D. Existing Conditions: Notify Owner of existing conditions differing from those indicated on the drawings. Do not remove or alter structural components without prior written approval of the Architect.

E. Coordination:

1. Coordinate the work of all trades.

2. Prepare coordination drawings for areas above ceilings where close tolerances are required between building elements and mechanical and electrical work.

3. Verify location of utilities and existing conditions prior to beginning work.

4. Schedule all work on site with TxDOT Project Manager.

F. Installation Requirements, General:

1. Inspect substrates and report unsatisfactory conditions in writing.

2. Do not proceed until unsatisfactory conditions have been corrected.

3. Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades.

4. Install materials in accordance with Manufacturer’s instructions and approved submittals.

5. Install materials in proper relation with adjacent construction and with proper appearance.

6. Restore units damaged during installation. Replace units which cannot be restored at no additional expense to the Owner.

7. Refer to additional installation requirements and tolerances specified under individual specification sections.

G. Definitions:

1. Provide: Furnish and install, complete with all necessary accessories, ready for intended use. Pay for all related costs.

Facilities Management 01 10 00 - 5 Support Services Division

2. Reviewed: Review of items submitted. Not a limitation or release for compliance with the Contract Documents or regulatory requirements.

Refer to “Review of Submittals” in Uniform General Conditions.

H. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work suitable for the intended use. Anything not expressly set forth but which is reasonable implied or necessary for proper performance of the project shall be included.

I. Owner’s BIM360 platform will be utilized for Document Management, RFI’s Submittals, Project Management, field inspections, and punch list. Owner will provide BIM360 licenses for the Contractor to use. Contractor will maintain all project records utilizing the Owner’s BIM360 platform.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

Texas Department of Transportation - 2021 Definitions and Standards Facilities Management 01 10 20 - 1 Support Services Division

SECTION 01 10 20

DEFINITIONS AND STANDARDS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Summary

B. Definitions

C. Specification Format and Content Explanation

D. Drawing Symbols

E. Industry Standards

F. Governing Regulations / Authorities

G. Submittals

1.2 SUMMARY: This section specifies administrative requirements for compliance with governing regulations, codes and standards.

A. Requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with regulations, codes and standards.

1.3 DEFINITIONS

A. General: Definitions contained in this Article are not necessarily complete, but are general to the extent that they are not defined more explicitly elsewhere in the Contract documents.

B. Indicated: Refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in Specifications, and similar requirements in Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used, it is to help locate the reference; not limitation on location is intended except as specifically noted.

C. Directed: Terms such as "directed," "requested," "authorized," "selected," "reviewed," "required," and "permitted" mean "directed by the Architect/Engineer," "requested by the Architect/Engineer," and similar phrases. However, no implied meaning shall be interpreted to extend the Architect/Engineer's responsibility into the Contractor's area of construction supervision.

Facilities Management 01 10 20 - 2 Support Services Division

D. Review: The term "reviewed" where used in conjunction with the Architect/Engineer's action on the Contractor's submittals, applications, and requests, is limited to the responsibilities and duties of the Architect/Engineer stated in Uniform General Conditions. Such review shall not release the Contractor from responsibility to fulfill Contract Document requirements, unless otherwise provided in the Contract Documents.

E. Regulation: The term "Regulations" includes laws, statutes, ordinances and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work, whether they are lawfully imposed by authorities having jurisdiction or not.

F. Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations."

G. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

H. Provide: The term "provide" means "to furnish and install, complete and ready for use".

I. Installer: An "Installer" is an entity engaged by the Contractor, either as an employee, subcontractor or sub-subcontractor for performance of a particular construction activity, including installation, erection, application and similar operations. Installers are required to be experienced in the construction they are engaged to perform.

J. The term "experienced," when used with the term "Installer" means having a minimum of 5 previous Projects similar in size and scope to this Project and familiar with the precautions required, and has complied with requirements of the authority having jurisdiction.

K. Project Site is the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other construction as part of the Project. The extent of the Project Site is shown on the Drawings, and may or may not be identical with the description of the land upon which the Project is to be built.

L. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on, and, if required, to interpret results of those inspections or tests. TxDOT reserves the right and at its sole discretion to perform as the “test laboratory”, in part or in entirety, utilizing TxDOT laboratories and staff.

Facilities Management 01 10 20 - 3 Support Services Division

1.4 SPECIFICATION FORMAT AND CONTENT EXPLANATION: This Article is provided to help the user of these specifications understand the format, language, implied requirements, and similar conventions. None of the explanations shall be interpreted to modify the substance of Contract requirements.

A. Specification Format: These Specifications are organized in accordance with Construction Specifications Institute (CSI) 44 major divisions format. This organization conforms generally to recognized construction industry practice.

B. Specification Content: This Specification has been produced employing conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows:

1. Language used in the Specifications and other Contract Documents is the abbreviated type. Implied words and meanings will be appropriately interpreted.

Singular words will be interpreted as plural and plural words interpreted as singular where applicable and where the full context of the Contract Documents so indicates.

2. Imperative Language is used generally in the Specifications. Requirements expressed imperatively are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted.

C. Assignment of Specialists: The Specifications requires that certain specific Construction activities shall be performed by specialists who are recognized experts in the operations to be performed. The specialists must be engaged for those activities, and the assignments are requirements over which the Contractor has no choice or option.

Nevertheless, the ultimate responsibility for fulfilling Contract requirements remains with the Contractor.

1. This requirement shall not be interpreted to conflict with enforcement of building codes and similar regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions.

2. Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter". It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name.

D. (Texas) Standard Specification Item No.___ noted on contract documents means the “Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges” adopted by the Texas Department of Transportation on June 1, 2004 and updates as posted on TxDOT’s official website at http://www.txdot.gov.

1.5 DRAWING SYMBOLS

A. Graphic Symbols used on the Drawings are those recognized in the construction industry for purposes indicated. Where not otherwise noted, symbols are defined by http://www.txdot.gov/

Facilities Management 01 10 20 - 4 Support Services Division

"Architectural Graphic Standards," published by John Wiley & Sons, Inc., seventh edition.

B. Mechanical/Electrical Drawings: Graphic symbols used on mechanical and electrical Drawings are generally aligned with symbols recommended by ASHRAE. Where appropriate, they are supplemented by more specific symbols recommended by technical associations including, ASME, ASPE, IEEE and similar organizations. Refer instances of uncertainty to the Architect/Engineer for clarification before proceeding.

1.6 INDUSTRY STANDARDS

A. Applicability of Standards: Except where Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into Contract Documents. Such standards are made a part of the Contract Documents by reference. Individual Sections indicate which codes and standards the Contractor must keep available at the Project Site for reference.

1. Referenced standards take precedence over standards that are not referenced but recognized in the construction industry as applicable.

2. Non-referenced standards are not directly applicable to the Work, except as a general requirement of whether the Work complies with construction industry standards.

3. Non-referenced standards: Except as otherwise limited by the Contract Documents, standards not referenced by recognized in the industry as applicable will be enforced for performance of the Work. The Architect/Engineer will decide whether a code or standard is applicable, or which of several are applicable.

B. Publication Dates: Where compliance with an industry standard is required, comply with standard in effect as of date of Contract Documents.

1. Updated Standards: At the request of the Architect/Engineer, Contractor or authority having jurisdiction, submit a Change Order proposal where an applicable code or standard has been revised and reissued after the date of the Contract Documents and before performance of Work affected. The Architect/Engineer will decide whether to issue a Change Order to proceed with the updated standard.

C. Conflicting Requirements: Where compliance with two or more standards is specified, and they establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the Contract Documents indicate otherwise. Refer requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent to the Architect/Engineer for a decision before proceeding.

1. Minimum Quantities or Quality Levels: In every instance the quantity or quality level shown or specified shall be the minimum to be provided or performed. The actual installation may comply exactly, within specified tolerances, with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits.

In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements.

Facilities Management 01 10 20 - 5 Support Services Division

Refer instances of uncertainty to the Architect/Engineer for decision before proceeding.

D. Copies of standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entities' Construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source.

2. Although copies of standards needed for enforcement of requirements may be part of required submittals, the Architect/Engineer reserves the right to require the Contractor to submit additional copies as necessary for enforcement of requirements.

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries.

F. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. The following acronyms as referenced in Contract Documents are defined to mean the associated names. Names and addresses are subject to change, and are believed to be, but are not assured to be, accurate as of date of Contract Documents:

1. AASHTO American Association of State Highway and Transportation Officials 444 No. Capitol St., Suite 225, Washington, DC 20001

202-624-

2. ACI American Concrete Institute, P. O. Box 19150 Detroit, MI 48219

313-532-

3. ACIL American Council of Independent Laboratories 1725 K Street, NW Washington, DC 20006

202-887-

4. ACPA American Concrete Pipe Association 8320 Old Courthouse Road Vienna, VA 22180

703-821-

5. AGA American Gas Association 1515 Wilson Blvd.

Arlington, VA 22209

703-841-

6. AI Asphalt Institute Asphalt Institute Building College Park, MD 20740

301-277-

7. AIA American Institute of Architects 202-626-

Facilities Management 01 10 20 - 6 Support Services Division

1735 New York Ave., NW Washington, DC 20006

8. AIHA American Industrial Hygiene Association 475 Wolf Ledges Parkway Akron, OH 44311

216-762-

9. AISC American Institute of Steel Construction 400 No. Michigan Ave., 8th Floor Chicago, IL 60611

312-670-

10. AISI American Iron and Steel Institute 1000 Sixteenth St., N.W.

Washington, DC 20036

202-452-

11. ALI Associated Laboratories 641 So. Vermont Street Palatine, IL 60067

312-358-

12. ANSI American National Standards Institute 1430 Broadway New York, NY 10018

212-354-

13. API American Petroleum Institute 1220 L Street, N.W.

Washington, DC 20005

202-682-

14. ASC Adhesive and Sealant Council 1500 Wilson Blvd., Suite 515 Arlington, VA 22209

703-841-

15. ASME American Society of Mechanical Engineers 345 East 47th St.

New York, New York 10017

212-705-

16. ASPE American Society of Plumbing Engineers 3617 Thousand Oaks Blvd., Suite 210 Westlake, CA 91362

805-495-

17. ASSE American Society of Sanitary Engineering P. O. Box 40362 Bay Village, OH 44140

216-835-

18. ASTM ASTM

1916 Race St.

Philadelphia, PA 19103

215-599-

19. AWS American Welding Society P. O. Box 351040 550 Le Jeune Road, NW Miami, FL 33135

305-443-

20. AWWA American Water Works Association 6666 W. Quincy Ave.

Denver, CO 80235

303-794-

21. CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60195

312-490-

22. IEEE Institute of Electrical and Electronic 607-723-

Facilities Management 01 10 20 - 7 Support Services Division

Engineers 345 E. 47th St.

New York, NY 10017

23. ISA Instrument Society of America P. O. Box 12277 67 Alexander Drive Research Triangle Park, NC 27709

919-549-

24. LPI Lightning Protection Institute P. O. Box 458 Harvard, IL 60033

815-943-

25. MCAA Mechanical Contractor's Association of America 5410 Grosvenor Lane, Suite 120 Bethesda, MD 20814

301-897-

26. MSS Manufacturers Standardization Society of the Valve and Fittings Industry 127 Park St., NE Vienna, VA 22180

703-281-

27. NAPA National Asphalt Pavement Association Calvert Building, Suite 620 6811 Kenilworthy Ave.

Riverdale, MD 20737

301-779-

28. NEC National Electric Code (by NFPA)

29. NECA National Electrical Contractors Association

7315 Wisconsin Ave.

Bethesda, MD 20814

301-657-

30. NEMA National Electrical Manufacturers Association 2101 L Street, NW, Suite 300 Washington, DC 20037

202-457-

31. NFPA National Fire Protection Association Batterymarch Park Quincy, MA 02269

617-770-

32. NPCA National Paint and Coatings Association 1500 Rhode Island Ave., NW Washington, DC 20005

202-462-

33. PDI Plumbing and Draining Institute (c/o Austin O. Roche, Jr.)

5342 Boulevard Pl.

Indianapolis, IN 46208

317-251-

34. PEI Petroleum Equipment Institute 6514 East 69th St.

Tulsa, OK 74133-1719

918-494-

35. SSPC Steel Structures Painting Council 4400 Fifth Avenue Pittsburgh, PA 15213

412-578-

36. UL Underwriters Laboratories 312-272-

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333 Pfingsten Rd.

Northbrook, IL 60062

37. WRI Wire Reinforcement Institute 8361 A Greensboro Drive McLean, VA 22102

703-790-

38. WSC Water Systems Council 600 S. Federal St., Suite 400 Chicago, IL 60605

312-922-

39. WWPA Woven Wire Products Association 2515 No. Nordica Ave.

Chicago, IL 6063

312-637-

G. Federal Government Agencies: Names and titles of federal government standard or Specification producing agencies are frequently abbreviated. The following acronyms or abbreviations referenced in the Contract Documents indicate names of standard or Specification producing agencies of the federal government. Names and addresses are subject to change, but are believed to be, but are not assured to be, accurate and up-to-date as of the date of the Contract Documents.

1. CE Corps of Engineers

(US Dept. of the Army) Chief of Engineers - Referral Washington, DC 20314

202-693-6456

2. CFR Code of Federal Regulations Available from the Government Printing Office North Capitol Street Between G and H Streets, NW Washington, DC 20402 (Material is usually first published in the Federal Register)

202-783-3238

3. CPSC Consumer Product Safety Commission 1111 Eighteenth St., NW Washington, DC 20207

202-634-7700

4. CS Commercial Standard US Dept. of Commerce Government Printing Office Washington, DC 20402

202-377-2000

5. DOC Department of Commerce 14th St and Constitution Ave., NW Washington, DC 20230

202-377-2000

6. DOT Department of Transportation 400 Seventh St. SW Washington, DC 20590

202-426-4000

7. EPA Environmental Protection Agency 401 M St., SW

202-829-3535

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Washington, DC 20460

8. FS Federal Specification

(General Services Administration) Specifications Unit (WFSIS) 7th and D St., SW Washington, DC 20406

202-472-2205 202-472-2140

9. GSA General Services Administration F Street and 18th St., NW Washington, DC 20405

202-655-400

10. MIL Military Standardization Documents (US Department of Defense) Naval Publications and Forms Center 5801 Tabor Ave.

Philadelphia, PA 19120

11. NBS National Bureau of Standards (US Dept. of Commerce) Gaithersburg, MD 20234

301-921-1000

12. OSHA Occupational Safety and Health Administration (US Dept. of Labor) Government Printing Office Washington, DC 20402

202-783-3238

13. PS Product Standard of NBS (US Dept. of Commerce) Government Printing Office Washington, DC 20402

202-783-3238

1.7 GOVERNING REGULATIONS/AUTHORITIES: The Architect/Engineer has contacted authorities having jurisdiction where necessary to obtain information necessary for the preparation of Contract Documents; that information may or may not be of significance to the Contractor. Contact authorities having jurisdiction directly for information and decisions having a bearing on the Work.

A. Copies of Correspondence: During preparation of the Contract Documents, the Architect/Engineer has maintained a file containing correspondence with authorities having jurisdiction. This file is available at the Architect/Engineer's office for reference.

If requested, the Architect/Engineer will provide copies of correspondence at cost of reproduction.

B. Copies of Regulations: Obtain copies of the following regulations and retain at the Project Site, available for reference by parties who have a reasonable need for such reference.

C. Trade Union Jurisdictions: The Contractor shall maintain, and require subcontractors to maintain complete current information on jurisdictional matters, regulations and pending actions, as applicable to construction activities. The manner in which Contract

Facilities Management 01 10 20 - 10 Support Services Division

Documents have been organized and subdivided is not intended to indicate of trade union or jurisdictional agreements.

1. Discuss new developments at Project meetings at the earliest feasible dates.

Record relevant information and actions agreed upon.

2. Assign and subcontract construction activities, and employ tradesmen and laborers, in a manner that will not unduly risk jurisdictional disputes that could result in conflicts, delays, claims and losses.

1.8 SUBMITTALS

A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

PART 4

Texas Department of Transportation – 2021 Specification Outline Facilities Management 01 10 30 - 1 Support Services Division

SECTION 01 10 30

SPECIFICATION OUTLINE

PART 1 GENERAL

1.1 SECTION INCLUES

A. Summary

B. Specification Format

C. Clarifications

1.2 SUMMARY

A. The purpose of this section is to describe the organization and format to which the Specification has been prepared. This section is intended as an aid to the comprehension of the specification.

1.3 SPECIFICATION FORMAT

A. The Specification has been prepared in accordance with Construction Specifications Institute (CSI) Format.

B. The CSI format is subdivided into 44 major divisions. Divisions form the framework of this Specification and contain the technical requirements for the category of work within each division. Divisions that are not applicable to this specification are not used.

C. Sections within each division describe the specific requirements for different units of work based on trade or type of work. Sections within divisions are arranged in numerical order; however, section numbers may be assigned differently in separate divisions.

Page numbering is subordinate to section numbering.

D. Sections are sub-divided into three distinct groupings of related information as follows:

1. Part 1 - General: Defines the administrative and procedural requirements unique to the section.

2. Part 2 - Products: Details the quality and features of items required for the project.

3. Part 3 - Execution: Details the incorporation of the products into the project.

Most sections contain all three sub-divisions; however, they are included only where needed. Paragraph designations are subordinate to sub-divisions.

E. Many sections do not stand alone and are related to other portions of the Subcontract documents. Some sections are specific extensions of, or are governed by the general requirements of Division 1. Requirements of the Subcontract Documents shall apply as a whole, regardless of any overlapping of various portions of the specification.

Texas Department of Transportation – 2021 Specification Outline Facilities Management 01 10 30 - 2 Support Services Division

F. This specification has been written in the imperative mood and, in some cases, in a streamlined form. The imperative language is directed to the Contractor, unless specifically noted otherwise.

PART 2 CLARIFICATIONS

A. Most sections begin with a paragraph in Part 1 entitled "Summary" or "Scope of Work".

These paragraphs provide a brief description of the work specified in that Section.

These descriptions are not intended to be all-inclusive, but provide a brief clarification of the particular subject matter in the specification.

B. Some technical sections contain a paragraph entitled "Related Sections" or "Related Work Specified Elsewhere". This paragraph lists some of the related work specified in other sections of the Subcontract Documents. These listings are not intended to be all-inclusive. They are presented as a means of aiding the Subcontractor in locating other specification sections containing work that has a close relationship with the work specified in that section. The requirements of the Subcontract Documents, including all specifications, shall apply as a whole.

C. Reference standards are incorporated into the specifications by reference number, title or other designations. The provisions of these standards become a part of the specification as though included in their entirety. When there is a conflict or discrepancy between a reference standard and the specification or with another reference standard, the more stringent requirements shall apply.

D. In the event of a Discrepancy between a drawing and the specification refer to General Conditions Article 6.

E. No typographical or other error on drawings shall relieve the Sub-Contractor from his responsibility to perform the intent of this Subcontract.

PART 3 PRODUCTS - Not Used

PART 4 EXECUTION - Not Used

Texas Department of Transportation - 2021 Price and Payment Procedures Facilities Management 01 20 00 - 1 Support Services Division

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of values.

B. Applications for payment.

C. Change procedures.

D. Defect assessment.

1.2 SCHEDULE OF VALUES

A. Submit printed schedule on Owner provide form or electronic media.

B. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets

b. Submittals Schedule

c. Contractor's Construction Schedule

2. Submit the Schedule of Values to the Architect in duplicate no later than seven days before the date scheduled for submittal of initial Applications for Payment.

C. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. Identify separately site mobilization, bonds and insurance, and a breakdown of the General Contractors general conditions.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location

b. Name of Architect

c. TxDOT project number

d. Contractor's name and address

e. Date of submittal

2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division

b. Description of the Work

c. Change Orders (numbers) that affect value

d. Allowances (numbers) per bid proposal

e. Dollar value

Facilities Management 01 20 00 - 2 Support Services Division

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent

3. Provide a breakdown of the Contract Sum (labor & materials) in enough detail to facilitate continued evaluation of Applications for Payment and progress reports.

Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate.

4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing.

6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

7. Provide separate line items in the Schedule of Values for each Allowance per bid proposal.

8. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

10. Provide any additional information as set forth in the UGC.

1.3 APPLICATIONS FOR PAYMENT

A. Submit two copies of each application to Architect for review, 7 days prior to Payment Application Time.

B. Each monthly Application for Payment shall be consistent with previous applications and payments as certified by Architect, TxDOT Project Manager, TxDOT District Representative and paid for by Owner.

1. Initial Application for Payment, Application for Payment at Substantial Completion, and final Application for Payment require additional documentation.

C. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement.

D. Payment Application Forms: Use forms provided by TxDOT for Applications for Payment.

Facilities Management 01 20 00 - 3 Support Services Division

E. Application Preparation: Complete every entry on form. Architect and TxDOT Project Manager will return incomplete applications without action.

1. Entries shall match data on the Schedule of Values. Use updated schedule if revisions were made.

2. Include amounts of Change Orders approved before last day of construction period covered by application.

3. Submit Contractor’s Affidavit of Payment of Debts and Claims – Monthly Progress

Payment

4. Submit HUB Subcontracting Plan (HSP) Prime Contractor Progress Assessment

Report.

5. Submit updated two construction schedules with each Application for Payment.

F. Transmittal: Submit 5 signed original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors

2. Schedule of Values

3. Contractor's Construction Schedule

4. Products list

5. Schedule of unit prices

6. Submittals Schedule

7. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work

H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

I. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Updated final statement, accounting for final changes to the Contract Sum

2. Owner provided document , "Contractor's Affidavit of Payment of Debts and Claims

–Final Payment"

3. Owner provided document, "Consent of Surety to Final Payment"

4. Evidence that claims have been settled

5. Final liquidated damages settlement statement if applicable.

6. HUB Subcontracting Plan (HSP) Prime Contractor Progress Assessment Report.

7. Buy America form D-9-USA 1 or it equivalent.

Facilities Management 01 20 00 - 4 Support Services Division

8. If required, a close-out Change Order.

9. Provide any additional information as set forth in UGC.

J. Substantiating Data: When Architect/Engineer requires substantiating information, submit data justifying dollar amounts in question. Include the following with Application for Payment:

1. Affidavits attesting to off-site stored products.

2. Construction progress schedules, revised and current.

1.4 CHANGE PROCEDURES

A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. The Architect/Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions.

C. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.

2. Within 10 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

D. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

Facilities Management 01 20 00 - 5 Support Services Division

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Use TxDOT approved Proposal Requests.

a. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation.

1.5 CHANGE ORDER PROCEDURES

A. On approval of a Proposal Request, Owner will issue a Change Order for signatures of Contractor and Architect on Owner’s appropriate form.

1. Execution of Change Orders: Owner will issue Change Orders for signatures of parties as provided in the Contract Document. Final approval of a Change Order is reserved solely to TxDOT in accordance with TxDOT signature authorization policy and may not be delegated.

B. Correlation Of Contractor Submittals:

1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

3. Promptly enter changes in Project Record Documents.

1.6 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of the Architect/Engineer, it is not practical to remove and replace the Work, the Architect/Engineer and/or Owner will direct appropriate remedy or adjust payment.

C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Architect/Engineer and/or Owner.

D. Defective Work will be partially repaired to instructions of Architect/Engineer and/or Owner and unit sum/price will be adjusted to new sum/price at discretion of Architect/Engineer and /or Owner.

Facilities Management 01 20 00 - 6 Support Services Division

E. Individual specification sections may modify these options or may identify specific formula or percentage sum/price reduction.

F. Authority of Architect/Engineer and/or Owner to assess defects and identify payment adjustment, is final.

G. Non-Payment For Rejected Products: Payment will not be made for rejected products for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected products.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

Pleasant/Titus: 19-470424503, Daingerfield/Morris: 19-470424504, Gilmer/Upshur: 19-470424505, Marshall/Harrison: 19-470424506, Linden/Cass: 19-470424507

SUBSTITUTION PROCEDURES 01 25 00 - 1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Quality assurance.

B. Product options.

C. Product substitution procedures.

1.2 QUALITY ASSURANCE

A. Contract is based on products and standards established in Contract Documents without consideration of proposed substitutions.

B. Products specified define standard of quality, type, function, dimension, appearance, and performance required.

C. Substitution Proposals: Permitted for specified products except where specified otherwise. Do not substitute products unless substitution has been accepted and approved in writing by Owner.

1.3 PRODUCT OPTIONS

A. See Section 016000 - Product Requirements.

1.4 PRODUCT SUBSTITUTION PROCEDURES

A. Bidding Phase: Architect/Engineer will…