Attachment 2 Specifications.pdf

SPECIFICATIONS

35% SUBMITTAL

(100% DESIGN DEVELOPED)

EDINBURG-KERRVILLE BLDG 4

DIP VAT REDESIGN – A-E

PREDESIGNAND DESIGN

SERVICES

PN: T.B.D.

MOORE FIELD EDINBURG, TX

Prepared For:

U.S. Department Of Agriculture

USDA APHIS

5601 Sunnyside Avenue

RM 3-2102

Beltsville, Maryland 20705

Contract No.

12805B23D0001

Task Order No.

1232SA25F03843

Prepared By:

The Johnson-McAdams Firm, P.A.

Greenwood, Mississippi

Tuesday, April 21, 2026

Table of Contents

DIVISION 01 – GENERAL REQUIREMENTS

01 01 00 General Requirements 01 11 00 Summary Of Work 01 33 00 Submittal Procedures 01 35 13 Special Project Procedures 01 35 26 Governmental Safety Requirements 01 35 29 Safety And Occupational Health Requirements 01 42 00 Sources For Reference Publications 01 45 00 Construction Quality Control 01 50 00 Temporary Facilities and Controls 01 57 19 Temporary Environmental Controls 01 62 35 Recycled / Recovered / Biobased Materials 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 03 – CONCRETE

03 30 00 Cast-In-Place Concrete

DIVISION 05 – METALS

05 50 13 Miscellaneous Metal Fabrications

DIVISION 09 - FINISHES

09 90 00 Paints and Coating

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

DIVISION 22 – PLUMBING

22 00 00 Plumbing, General Purpose

DIVISION 26 – ELECTRICAL

26 20 00 Interior Distribution System 26 51 00 Interior Lighting

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 16 19 Concrete Sidewalks

Edinburg-Kerrville BLDG 4 Dip Vat Redesign 4125

SECTION 01 01 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

This section establishes project-wide administrative and execution requirements for Edinburg-Kerrville BLDG 4 Dip Vat Redesign at Moore Field, Edinburg, Texas. The work consists of modifications and mprovements to Building 4 (620515B004) to maximize use of the existing dipping vat and drip pad, including canopy work, cattle pens, gates, alleys, chute access, water service to pens, lighting, 120-volt receptacles, loading pen improvements, and related site, structural, civil, plumbing, and electrical work.

1.2 PROJECT CONDITIONS

The project is located within an active USDA ARS research installation that operates under biosecurity controls. Coordinate the work with the Government so that ongoing site operations, research functions, animal movement, security, and access are not adversely affected.

1.3 RELATED REQUIREMENTS

Section 01 00 11 SPECIAL CONTRACT REQUIREMENTS applies to site-specific restrictions and coordination.

Section 01 01 00 SUMMARY OF WORK applies to description of the work and sequencing intent.

Section 01 33 00 SUBMITTAL PROCEDURES applies to administrative processing of submittals.

Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS applies to contractor safety and health requirements.

Section 01 45 00 QUALITY CONTROL applies to the Contractor Quality Control system.

Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS applies to temporary utilities, barriers, sanitation, and protections.

Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS applies to environmental protection measures.

Section 01 78 23 OPERATION AND MAINTENANCE DATA applies to closeout information for maintainable systems and equipment.

1.4 USE OF PREMISES

Use only those portions of the site approved by the Government.

Maintain Government access to existing drives, gates, adjacent buildings, pens, and utility systems. Do not block roads, animal circulation routes, emergency access, or service access required for research operations.

1.5 COORDINATION WITH GOVERNMENT OPERATIONS

Schedule disruptive work with the Government in advance.

Provide not less than 72 hours written notice prior to utility interruptions, shutdowns, major concrete placements, crane operations, or any activity that affects access to existing facilities, pens, or site circulation. Coordinate temporary shutdowns, tie-ins, and outages so that existing operations can continue.

1.6 FIELD VERIFICATION

Verify existing dimensions, utility locations, grades, and physical conditions before ordering materials or starting work affected by field conditions.

Promptly report discrepancies between contract documents and field conditions. Existing conditions shown on the drawings are based on available information and are not guaranteed.

1.7 PROTECTION OF EXISTING WORK

Protect existing structures, pavements, fencing, gates, utilities, vats, drip pads, drains, equipment, and adjacent improvements that are to remain.

Repair or replace damage caused by construction operations at no additional cost to the Government. Keep existing drainage paths functional during construction.

1.8 CUTTING, PATCHING, AND TIE-INS

Perform cutting, coring, patching, welding, anchorage, and tie-in work required for a complete installation. Match adjacent materials, lines, grades, finishes, and operating conditions. Coordinate penetrations and embedded items with all trades.

1.9 HOUSEKEEPING

Keep the work area orderly and free of unnecessary debris.

Remove rubbish frequently to prevent interference with operations, drainage, safety, and access. At completion, leave the project site clean and ready for intended use.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 GENERAL

Execute the work to provide a complete, operable, and durable installation suitable for cattle processing operations at the existing dip vat facility.

Install all incidental accessories, anchors, appurtenances, and connections whether or not every item is specifically indicated.

3.2 SEQUENCING

Sequence the work to maintain safety, site access, and protection of existing facilities. Perform demolition and modification work only after verifying limits and obtaining Government concurrence. Coordinate utility extensions, pen construction, gates, water service, and electrical work to minimize rework and temporary conditions.

3.3 FINAL CLEANING AND TURNOVER

Remove temporary facilities, surplus materials, waste, and construction debris. Clean surfaces and restore disturbed areas to a neat condition.

Demonstrate operable systems and turn over required closeout documentation.

-- End of Section --

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

The contract covers construction required for the Edinburg-Kerrville BLDG 4 Dip Vat Redesign at Moore Field, Edinburg, Texas. Provide complete work shown, specified, and reasonably inferable for a fully operational facility improvement.

1.2 PROJECT DESCRIPTION

The project modifies the existing Building 4 dip vat area to improve cattle processing efficiency. The work includes, but is not limited to, the following:

A. Expansion or modification of canopy and associated structural work.

B. Construction of larger cattle pens sized for improved throughput.

C. Exterior access gate into each pen sized for skid-steer entry.

D. Gates between pens to allow cattle movement from pen to pen.

E. Alleys to move cattle from pens to the dipping vat and back to a pen.

F. Cattle chute access arranged so it is reachable from any pen.

G. Water service in each pen, including piping, valves, hose bibbs, float valves, and appurtenances where indicated.

H. Lighting and 120-volt receptacles within the structure and work area.

I. Loading pen improvements for placing cattle into a trailer.

J. Demolition, earthwork, concrete, fencing, gates, metals, coatings, plumbing, electrical, and related incidental work.

1.3 LOCATION

Project location is Moore Field, Edinburg, Texas, at USDA ARS Building 4 Dip Vat facilities.

1.4 EXISTING WORK

The site includes an existing experimental vat, drip pad, and undersized existing animal pen arrangement. Examine existing conditions and coordinate modifications with the Government. Protect existing improvements that are not specifically indicated to be removed or modified.

1.5 OCCUPANCY OF PREMISES

The Government will continue to occupy and operate adjacent facilities during the work. Limit operations to areas needed for the work and coordinate activities affecting access, safety, utilities, and research operations.

1.6 CONTRACTOR USE OF SITE

Confine operations, material storage, and temporary facilities to approved areas. Do not use existing Government structures or fenced areas for storage unless specifically approved.

1.7 PHASING INTENT

Phase the work so the Government can maintain overall site operations.

Sequence demolition, new construction, tie-ins, and commissioning of water and electrical systems to reduce downtime and disruption.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 GENERAL EXECUTION REQUIREMENTS

Coordinate the work among trades and with Government operations. Verify dimensions and field conditions before fabrication. Provide a complete installation ready for intended use.

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 ADMINISTRATIVE REQUIREMENTS

Submit shop drawings, product data, samples, test reports, certificates, and closeout data in an orderly sequence and in sufficient time to avoid delay.

Coordinate submittals with the project schedule and related activities.

1.2 SUBMITTAL SCHEDULE

Within 15 calendar days after Notice to Proceed, submit a preliminary submittal register identifying all required submittals, dates of first submission, dates of resubmission if required, and relation to procurement and installation.

Keep the submittal register current throughout the contract.

1.3 ELECTRONIC FORMAT

Provide submittals electronically in searchable PDF format unless another native format is specifically required for calculations, schedules, or spreadsheets.

Combine related items into logical packages.

Clearly identify project name, section number, item, revision number, and contractor review stamp.

1.4 CONTRACTOR REVIEW

Review, approve, and stamp all submittals before forwarding them.

Submittals that do not bear the Contractor's approval stamp or that are incomplete, inaccurate, or not coordinated may be returned without review.

Government review does not relieve the Contractor of responsibility for dimensions, quantities, means and methods, field coordination, and contract compliance.

1.5 ACTION SUBMITTALS

Submit action submittals for at least the following:

A. Construction schedule and submittal register.

B. Site-specific safety and health documentation required by Section 01 35 26.

C. Contractor Quality Control plan and testing plan required by Section 01 45 00.

D. Shop drawings for fencing, gates, gate hardware, miscellaneous metal fabrications, embedded items, and structural assemblies.

E. Product data for concrete materials, reinforcing steel, anchors, coatings, pipe, valves, hose bibbs, float valves, electrical fixtures, wiring devices, and similar installed products.

F. Mix designs, design calculations, delegated design submittals, and sealed engineering data when required.

G. Temporary facility, shoring, traffic control, dewatering, and erosion-control submittals when applicable.

1.6 INFORMATIONAL SUBMITTALS

Submit test reports, certificates, welder qualifications, coating manufacturer recommendations, pipe pressure test reports, electrical test records, and similar informational submittals.

1.7 SAMPLES

Provide samples only when specifically required for finish, color, texture, or selection.

Where product data adequately identifies the item and no selection is required, samples are not required.

1.8 RESUBMITTALS

Clearly identify all changes on resubmittals.

Cloud or otherwise mark revisions and include a brief explanation of changes made in response to review comments.

1.9 CLOSEOUT SUBMITTALS

Submit operation and maintenance data, warranties, record documents, and spare parts information in accordance with Section 01 78 23 and other applicable sections.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PROCESSING

Do not begin fabrication or installation requiring submittal review until the applicable submittal has been processed.

Allow adequate time for review, correction, and resubmittal without extension of contract time.

SUBMITTAL REGISTER

Edinburg-Kerrville BLDG 4 Dip Vat Redesign Moore Field, Edinburg, Texas Based on edited project specification sections.

Activity

No. Section Section Title SD No. Submittal Description Principal Paragraph

Approv.

Auth.

Submit Date Need Need Transmittal Action / Return Remarks Approval Material/Use No.

001 01 33 00 Submittal Procedures SD-01 Submittal register 1.2 G Preconstruction

002 01 35 26 Governmental Safety Requirements

SD-01 Accident Prevention Plan / Site-Specific Safety and Health Plan

1.2 G Preconstruction

003 01 35 26 Governmental Safety Requirements

SD-01 Activity Hazard Analyses 1.3 G Before each activity

004 01 45 00 Quality Control SD-01 Quality Control Plan 1.2 G Preconstruction

005 01 57 50 Temporary Environmental Controls

SD-01 Environmental Protection Plan 1.2 G Preconstruction

006 01 62 35 Recycled / Recovered / Biobased Materials

SD-07 Recycled/recovered/biobased content certifications 1.3 With product data

007 01 78 23 Operation and Maintenance Data SD-10 Operation and Maintenance Data 1.2 G Closeout

008 03 30 00 Cast-In-Place Concrete SD-03 Cement 2.1.1

009 03 30 00 Cast-In-Place Concrete SD-03 Aggregates 2.2

010 03 30 00 Cast-In-Place Concrete SD-03 Admixtures 2.4

011 03 30 00 Cast-In-Place Concrete SD-03 Reinforcing steel 2.6.1

012 03 30 00 Cast-In-Place Concrete SD-03 Form materials 2.7

013 03 30 00 Cast-In-Place Concrete SD-03 Curing materials 2.8

014 03 30 00 Cast-In-Place Concrete SD-05 Concrete mix design 2.5 G

015 03 30 00 Cast-In-Place Concrete SD-06 Concrete compressive strength tests 3.9

016 03 30 00 Cast-In-Place Concrete SD-06 Slump tests 3.9

017 03 30 00 Cast-In-Place Concrete SD-07 Ready-mix supplier certification 1.4

018 03 30 00 Cast-In-Place Concrete SD-07 Reinforcing steel mill certificates 1.4

019 03 30 00 Cast-In-Place Concrete SD-08 Admixtures 2.4

020 03 30 00 Cast-In-Place Concrete SD-08 Curing materials 2.8

021 05 50 13 Miscellaneous Metal Fabrications SD-02 Fabrication drawings for pipe rail fencing and gates 1.4.2 G

022 05 50 13 Miscellaneous Metal Fabrications SD-02 Installation drawings for miscellaneous metal fabrications 1.4.2 G

Paragraph

Approv.

Auth.

Submit Date Need Need Transmittal Action / Return Remarks Approval Material/Use No.

023 05 50 13 Miscellaneous Metal Fabrications SD-03 Steel pipe 2.1.2

024 05 50 13 Miscellaneous Metal Fabrications SD-03 Sheet metal 2.1.4

025 05 50 13 Miscellaneous Metal Fabrications SD-03 Miscellaneous steel shapes 2.1.1

026 05 50 13 Miscellaneous Metal Fabrications SD-03 Gate hardware 2.1.5

027 05 50 13 Miscellaneous Metal Fabrications SD-03 Shop primer 2.3.1

028 05 50 13 Miscellaneous Metal Fabrications SD-03 Galvanizing repair materials 2.3.4

029 05 50 13 Miscellaneous Metal Fabrications SD-07 Certified mill test reports 1.3

030 05 50 13 Miscellaneous Metal Fabrications SD-07 Welder qualifications 1.3

031 05 50 13 Miscellaneous Metal Fabrications SD-07 Galvanizing certificates 1.3

032 09 90 00 Paints and Coatings SD-03 Coating system 2.2 G

033 09 90 00 Paints and Coatings SD-03 Touch-up primer 2.2.2

034 09 90 00 Paints and Coatings SD-03 Intermediate coat 2.2.3

035 09 90 00 Paints and Coatings SD-03 Finish coat 2.2.4 G

036 09 90 00 Paints and Coatings SD-03 Thinners and cleaners 2.4

037 09 90 00 Paints and Coatings SD-04 Color chips for final selection 2.3 G

038 09 90 00 Paints and Coatings SD-05 Manufacturer's written recommendations confirming compatibility of factory primer with field-applied coating

2.2.1 G

039 09 90 00 Paints and Coatings SD-06 Dry film thickness readings 3.3.4

040 09 90 00 Paints and Coatings SD-06 Adhesion test results 3.3.4

041 09 90 00 Paints and Coatings SD-07 Coating manufacturer certification of compatibility and severe agricultural service suitability

1.4 G

042 13 34 19 Metal Building Systems SD-03 Product data for framing members, insulated roof panels, clips, fasteners, trim, sealants, closures, insulation core, and

1.4 G

043 13 34 19 Metal Building Systems SD-02 Shop drawings for plans, elevations, framing, roof slope, purlin spacing, panel layout, clip spacing, openings, bracing, and

1.4 G

044 13 34 19 Metal Building Systems SD-05 Signed and sealed delegated design calculations for the complete metal building system

1.4 G

Paragraph

Approv.

Auth.

Submit Date Need Need Transmittal Action / Return Remarks Approval Material/Use No.

045 13 34 19 Metal Building Systems SD-08 Manufacturer's installation instructions 1.4

046 13 34 19 Metal Building Systems SD-11 Warranty documentation 1.4 G Closeout

047 22 00 00 Plumbing, General Purpose SD-02 Water piping layout 1.3 G

048 22 00 00 Plumbing, General Purpose SD-02 Hose bibb installation details 1.3 G

049 22 00 00 Plumbing, General Purpose SD-02 Cattle trough float valve installation details 1.3 G

050 22 00 00 Plumbing, General Purpose SD-03 PEX tubing 2.1.1

051 22 00 00 Plumbing, General Purpose SD-03 PEX fittings and joining system 2.1.2

052 22 00 00 Plumbing, General Purpose SD-03 Hose bibbs 2.2

053 22 00 00 Plumbing, General Purpose SD-03 Float-operated water tank valves 2.3

054 22 00 00 Plumbing, General Purpose SD-03 Ball valves 2.1.4

055 22 00 00 Plumbing, General Purpose SD-03 Pipe supports and accessories 2.4

056 22 00 00 Plumbing, General Purpose SD-06 Water piping pressure tests 3.6

057 22 00 00 Plumbing, General Purpose SD-07 PEX tubing and fittings 1.3

058 22 00 00 Plumbing, General Purpose SD-07 Potable water compliance 1.3

059 22 00 00 Plumbing, General Purpose SD-07 Hose connection vacuum breaker compliance 1.3

060 26 20 00 Interior Distribution System SD-02 Panelboards 2.8 G

061 26 20 00 Interior Distribution System SD-02 Wireways 2.14 G

062 26 20 00 Interior Distribution System SD-02 Marking Strips Drawings 3.1.5.1 G

063 26 20 00 Interior Distribution System SD-03 Switches 1.4 G

064 26 20 00 Interior Distribution System SD-03 Receptacles 2.7 G

065 26 20 00 Interior Distribution System SD-03 Circuit Breakers 2.8.3 G

066 26 20 00 Interior Distribution System SD-03 Enclosed Circuit Breakers 2.9 G

Paragraph

Approv.

Auth.

Submit Date Need Need Transmittal Action / Return Remarks Approval Material/Use No.

067 26 20 00 Interior Distribution System SD-03 Surge Protective Devices 2.15 G

068 26 20 00 Interior Distribution System SD-06 Grounding System Test 3.5.4 G

069 26 20 00 Interior Distribution System SD-06 Ground-fault Receptacle Test 3.5.3 G

070 26 20 00 Interior Distribution System SD-10 Electrical Systems, Data Package 5 1.4 G Closeout

071 26 51 00 Interior Lighting SD-03 Luminaires 2.2.1 G

072 26 51 00 Interior Lighting SD-03 Light Sources 2.3 G

073 26 51 00 Interior Lighting SD-03 LED Drivers 2.4 G

074 26 51 00 Interior Lighting SD-03 Luminaire Warranty 1.6.1 G

075 26 51 00 Interior Lighting SD-03 Lighting Controls Warranty 1.6.2 G

076 26 51 00 Interior Lighting SD-03 Time Clocks 2.5.2.1 G

077 26 51 00 Interior Lighting SD-03 Luminaire Hangers 2.6.3 G

078 26 51 00 Interior Lighting SD-06 ANSI/IES LM-79 Test Report 1.5.3 G

079 26 51 00 Interior Lighting SD-06 ANSI/IES LM-80 Test Report 1.5.4 G

080 26 51 00 Interior Lighting SD-06 ANSI/IES TM-21 Test Report 1.5.5 G

081 26 51 00 Interior Lighting SD-06 ANSI/IES TM-30 Test Report 1.5.6 G

082 26 51 00 Interior Lighting SD-07 LED Driver and Dimming Switch Compatibility Certificate 1.5.7 G

083 26 51 00 Interior Lighting SD-10 Lighting System, Data Package 5 1.7.1 G Closeout

084 26 51 00 Interior Lighting SD-10 Lighting Control System, Data Package 5 1.7.2 G Closeout

085 26 51 00 Interior Lighting SD-10 Maintenance Staff Training Plan 3.3 G 30 days prior to training

086 26 51 00 Interior Lighting SD-10 End-User Training Plan 3.3 G 30 days prior to training

087 32 16 19 Concrete Sidewalks SD-03 Welded wire reinforcement 2.3

088 32 16 19 Concrete Sidewalks SD-03 Joint filler 2.4

Paragraph

Approv.

Auth.

Submit Date Need Need Transmittal Action / Return Remarks Approval Material/Use No.

089 32 16 19 Concrete Sidewalks SD-03 Curing materials 2.5

090 32 16 19 Concrete Sidewalks SD-03 Granular base course 2.6

091 32 16 19 Concrete Sidewalks SD-05 Concrete mix design 2.2 G

092 32 16 19 Concrete Sidewalks SD-06 Concrete compressive strength tests 3.10

093 32 16 19 Concrete Sidewalks SD-06 Slump tests 3.10

094 32 16 19 Concrete Sidewalks SD-06 Base course compaction tests 3.10

095 32 16 19 Concrete Sidewalks SD-07 Cement 1.4

096 32 16 19 Concrete Sidewalks SD-07 Aggregates 1.4

097 32 16 19 Concrete Sidewalks SD-07 Reinforcement 1.4

098 32 16 19 Concrete Sidewalks SD-07 Granular base course 1.4

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 PROJECT-SPECIFIC SITE RESTRICTIONS

This section supplements the Division 01 requirements for work at the USDA ARS livestock research site.

The project occurs at a controlled Government facility where biosecurity, safety, and uninterrupted operations are critical.

1.2 SITE ACCESS AND SECURITY

Access to the site will be only through Government-approved entry points.

Contractor personnel shall comply with Government identification, sign-in, escort, and vehicle control requirements.

Do not enter restricted areas beyond the limits required for this contract.

1.3 BIOSECURITY AND LIVESTOCK PROTECTION

Conduct all work so that Government livestock operations and biosecurity practices are not compromised.

Do not handle Government animals unless specifically directed in writing.

Keep tools, equipment, packaging, and construction materials secured so they cannot enter pens, alleys, vats, or livestock circulation areas.

Maintain separation between construction activities and Government animal operations.

Immediately report any condition that could affect animal safety, containment, or facility biosecurity.

1.4 COORDINATION OF DISRUPTIVE ACTIVITIES

Schedule work affecting the existing dipping vat, drip pad, canopy area, existing pens, or vehicle access with the Government.

Operations that generate significant noise, vibration, dust, traffic interference, or temporary loss of access shall be planned in advance and coordinated.

1.5 TEMPORARY BARRIERS AND FENCING

Provide temporary barriers, fencing, and warning devices as needed to separate construction from Government operations and to protect personnel, equipment, and livestock.

Temporary barriers shall remain in place until permanent work is complete and safe for use.

1.6 WATER, DRAINAGE, AND CLEANLINESS

Prevent sediment, debris, concrete washout, weld slag, coating overspray, and other contaminants from entering existing vats, pads, drains, troughs, pens, and adjacent areas.

Maintain positive control of water used for construction and cleanup.

1.7 EXISTING DIP VAT AND DRIP PAD

The existing dip vat and drip pad are integral existing facilities to be protected.

Do not damage, clog, contaminate, or alter these systems except as required by the drawings and specifications.

Verify tie-in points and work limits before starting modifications.

1.8 UNEXPECTED CONDITIONS

If unexpected underground utilities, unsuitable soils, unsafe structural conditions, residues, or other concealed conditions are encountered, stop affected work and notify the Government promptly for direction.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 DAILY OPERATIONS

Maintain orderly access, safe travel paths, and clear egress routes at all times.

Stage materials only in approved areas.

3.2 END-OF-DAY REQUIREMENTS

At the end of each work day, leave the site in a safe and stable condition.

Secure open excavations, incomplete fencing, partially installed gates, water lines, electrical components, and other hazards.

Remove loose materials and debris that could endanger personnel or livestock.

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

1.1 REQUIREMENTS

Comply with applicable Federal, state, and local safety and health requirements, OSHA construction standards, and the contract safety requirements. Comply with USACE EM 385- 1-1 Safety and Health Requirements as applicable to the contract. Where requirements differ, apply the more stringent requirement.

1.2 SAFETY AND HEALTH PROGRAM

Before beginning onsite work, submit a site-specific Accident Prevention Plan / Safety and Health Plan addressing the work, hazards, controls, emergency procedures, competent persons, training, and inspections. Update the plan when site conditions or work activities change.

1.3 ACTIVITY HAZARD ANALYSES

Prepare Activity Hazard Analyses for definable features of work and hazardous activities including demolition, excavation, concrete placement, welding, cutting, rigging, erection, trenching, electrical work, confined or restricted access work, and work around existing livestock or occupied Government operations. Review AHAs with affected workers before starting each activity.

1.4 SAFETY PERSONNEL

Designate a qualified site safety representative with authority to enforce the safety program and stop unsafe work. Provide competent persons as required for excavation, fall protection, scaffolding, rigging, welding, electrical safety, and other applicable activities.

1.5 PROJECT-SPECIFIC HAZARDS

Address at a minimum the following project-specific hazards:

A. Work within an active Government livestock research facility.

B. Separation of construction activities from Government personnel, visitors, vehicles, and livestock.

C. Temporary conditions associated with partially completed fencing, gates, alleys, and openings.

D. Excavation and underground utility exposure.

E. Welding, cutting, grinding, and hot work on metal fabrications and structural steel.

F. Concrete placement, formwork, reinforcing steel, and embedded items.

G. Overhead work, rigging, material handling, and equipment movement.

H. Slip, trip, and fall hazards at the dip vat, drip pad, wet surfaces, and uneven terrain.

I. Exposure to dust, mud, chemicals, coatings, fuels, and construction debris.

1.6 HOT WORK

Hot work will not be permitted without adequate fire prevention measures.

Provide extinguishers, fire watch, and protection of adjacent combustibles and Government property. Coordinate hot work with the Government.

1.7 EMERGENCY RESPONSE

Maintain onsite emergency contact information, hospital directions, and communication capability. Promptly report accidents, injuries, fires, utility strikes, environmental releases, and near misses in accordance with contract requirements.

1.8 HOUSEKEEPING AND INSPECTIONS

Maintain safe housekeeping. Inspect the work area daily and correct unsafe conditions immediately. Barricade, cover, or otherwise protect hazards until corrected.

PART 3 EXECUTION

3.1 SAFETY IMPLEMENTATION

Do not start onsite work until required safety submittals have been accepted.

Conduct safety orientation for all workers. Enforce use of required personal protective equipment.

3.2 STOP WORK

The Government may require work to stop when unsafe conditions exist.

No additional time or compensation will be due for stoppage resulting from the Contractor's failure to comply with safety requirements.

SECTION 01 35 29

PROJECT SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

This section supplements Section 01 35 26 with project-specific safety and occupational health requirements for work at the USDA livestock research facility.

1.2 LIVESTOCK AND FACILITY INTERFACE

Maintain positive control of the work area so that livestock, Government personnel, and visitors cannot enter construction hazards.

Do not leave partially installed gates, sharp edges, protrusions, welding leads, cords, hoses, open trenches, or unsecured materials where they could interfere with operations or animal movement.

1.3 SANITATION AND BIOSECURITY SUPPORT

Keep the site free of conditions that could adversely affect Government biosecurity practices.

Remove waste promptly. Prevent tracking of mud, debris, coating materials, or other contaminants into adjacent occupied areas.

1.4 WATER AND ELECTRICAL SAFETY

Protect temporary and permanent water piping from contamination and damage during installation. Provide temporary caps and closures on piping.

Protect temporary and permanent electrical systems from weather, moisture, impact, and unauthorized contact.

1.5 UNEXPECTED HAZARDS

If evidence of residues, contaminated materials, unsafe structural conditions, or other unusual hazards is encountered, stop affected work and notify the Government immediately for direction.

PART 3 EXECUTION

3.1 DAILY SITE CONDITION

At the end of each work period, leave the site fenced, barricaded, illuminated where required, and safe for Government operations.

3.2 CORRECTION OF UNSAFE CONDITIONS

Correct unsafe conditions immediately. Where immediate correction is not possible, isolate the area, provide temporary protection, and notify the Government.

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

1.1 REFERENCES

Publications cited in the contract documents form a part of the contract to the extent referenced. Use the edition in effect on the date of solicitation unless a different edition is indicated.

1.2 ABBREVIATIONS AND ORGANIZATIONS

Reference publications are identified in the specifications by basic designation only.

Common abbreviations include, but are not limited to, ANSI, ASME, ASTM, AWWA, AWS, FM, IEEE, NEMA, NFPA, OSHA, SSPC, and UL.

1.3 OBTAINING PUBLICATIONS

Obtain copies of cited publications from the respective issuing organizations or other authorized distributors. Responsibility for familiarity with referenced standards rests with the Contractor.

PART 3 EXECUTION

SECTION 01 45 00

QUALITY CONTROL

1.1 DESCRIPTION

Establish and maintain an effective Contractor Quality Control system to assure that work conforms to the contract documents. The Quality Control system shall cover materials, workmanship, testing, inspections, documentation, and corrective actions.

1.2 QUALITY CONTROL PLAN

Within 15 calendar days after Notice to Proceed, submit a written Quality Control Plan.

Include organization, names and qualifications of responsible personnel, testing laboratories, definable features of work, inspection procedures, report forms, submittal control, documentation methods, and corrective action procedures.

1.3 QC PERSONNEL

Designate a qualified QC Manager with authority to implement the QC program and stop nonconforming work. Provide additional inspectors, testing personnel, and specialists as necessary for the size and complexity of the work.

1.4 THREE PHASE OF CONTROL

Provide preparatory, initial, and follow-up control for each definable feature of work.

Document meetings, attendees, results, and corrective actions.

1.5 TESTING AND INSPECTIONS

Provide required inspections and tests, including at a minimum those applicable to earthwork, concrete, reinforcing steel, anchor installation, welding, coatings, plumbing pressure tests, electrical tests, and operational checks of gates, hardware, valves, and controls. Use qualified laboratories and technicians where third-party testing is required.

1.6 NONCONFORMING WORK

Work that does not comply with the contract documents is subject to rejection.

Correct nonconforming work promptly. Retesting and reinspection required because of nonconforming work shall be at no additional cost to the Government.

1.7 REPORTS

Prepare daily QC reports identifying weather, work in progress, inspections performed, tests taken, deficiencies observed, corrective actions, and directions given. Provide copies to the Government.

PART 3 EXECUTION

3.1 IMPLEMENTATION

Do not begin work until the QC Plan has been accepted. Coordinate quality control activities with submittal review, procurement, fabrication, and field installation.

3.2 COMPLETION CHECKS

Before requesting substantial completion or final inspection, verify that punch list items have been corrected, systems have been tested, and closeout submittals are complete.

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

Provide temporary construction facilities and controls required for prosecution of the work, protection of the site, and support of Government operations.

1.2 TEMPORARY FACILITIES

Provide temporary utilities, enclosures, barriers, fencing, access controls, project sanitation, lighting, storage, and similar facilities needed for safe and efficient construction.

Temporary facilities shall be of adequate size, capacity, and condition for the intended use.

1.3 TEMPORARY CONTROLS

Provide traffic control, dust control, drainage control, erosion measures as required, safety signs, warning devices, fire protection, and site security controls needed during construction.

1.4 SANITARY FACILITIES

Provide and maintain sanitary conveniences for contractor personnel in accordance with health regulations. Do not use Government facilities unless specifically authorized.

1.5 STORAGE AND STAGING

Store materials in approved areas only. Support and protect stored materials from moisture, damage, theft, contamination, and interference with Government operations.

1.6 TEMPORARY WATER AND POWER

Arrange for temporary water and power required for the work unless otherwise indicated.

Metering, temporary distribution, protection, and removal are the Contractor's responsibility.

1.7 BARRIERS, FENCING, AND ACCESS CONTROL

Provide temporary barriers and fencing to separate the work from occupied areas, livestock circulation routes, and vehicle traffic. Maintain safe access for Government operations at all times.

PART 2 PRODUCTS

2.1 GENERAL

Provide new or like-new temporary construction facilities and controls suitable for repeated service and safe performance.

PART 3 EXECUTION

3.1 INSTALLATION AND MAINTENANCE

Install temporary facilities before starting related work and maintain them until they are no longer needed. Adjust controls as site conditions change.

3.2 REMOVAL

Remove temporary facilities and restore affected areas when no longer required.

Do not remove temporary protections that are still needed for safety or protection of the work.

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

Provide temporary environmental controls needed to protect the site, adjacent facilities, and Government operations from pollution, erosion, sedimentation, dust, runoff, debris, and nuisance conditions resulting from construction.

1.2 ENVIRONMENTAL PROTECTION PLAN

Submit an Environmental Protection Plan describing methods for dust suppression, material storage, spill prevention, concrete washout, waste handling, stormwater protection as applicable, and response to environmental incidents. Tailor the plan to the actual work and site conditions.

1.3 POLLUTION PREVENTION

Prevent discharge of fuels, lubricants, solvents, coatings, concrete wash water, sediment, or other contaminants to soil, drainage paths, or existing facilities. Provide secondary containment and cleanup materials where liquids are stored or used.

1.4 DUST AND MUD CONTROL

Control dust by wetting, covering, limiting disturbed areas, and other effective means.

Control mud tracking onto roads and paved areas. Keep adjacent occupied areas clean.

1.5 WASTE MANAGEMENT

Collect, containerize, and remove waste materials regularly. Do not burn or bury waste onsite. Dispose of waste lawfully.

1.6 NOISE CONTROL

Use equipment and operations that minimize unnecessary noise. Coordinate unusually noisy work with the Government.

PART 2 PRODUCTS

2.1 MATERIALS

Provide silt fence, wattles, inlet protection, gravel, plastic sheeting, spill kits, covers, and other temporary environmental-control materials as required by the work and site conditions.

3.1 IMPLEMENTATION

Implement environmental controls before beginning related operations. Inspect controls frequently and after rainfall or site disturbance. Repair, replace, and supplement measures as needed.

3.2 SITE RESTORATION

Upon completion, remove temporary environmental controls unless directed to remain.

Restore disturbed areas to a neat and stable condition.

SECTION 01 62 35

RECYCLED / RECOVERED / BIOBASED MATERIALS

Provide products that comply with applicable Federal procurement preferences for recycled, recovered, and biobased materials, where such products are available, suitable for the application, and do not compromise performance, durability, or animal-health-related project requirements.

1.2 PROJECT APPLICATION

Apply these requirements to temporary and permanent products where commercially reasonable and compatible with the project, including selected metal products, plastics, wood products, insulation, composite materials, and similar items. Do not substitute a preferred material if it would reduce durability, sanitation, corrosion resistance, safety, maintainability, or fitness for use in a livestock facility environment.

1.3 SUBMITTALS

Submit manufacturer information or certifications identifying recycled content, recovered content, or biobased content where such attributes are claimed for compliance.

2.1 GENERAL

Use products containing recycled, recovered, or biobased content when they meet contract requirements, availability, and project performance criteria.

PART 3 EXECUTION

3.1 DOCUMENTATION

Maintain records of qualifying materials incorporated into the work and provide summary information at closeout if requested.

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

PART 1 GENERAL

1.1 DESCRIPTION

Provide temporary environmental controls needed to protect the site, adjacent facilities, and Government operations from pollution, erosion, sedimentation, dust, runoff, debris, and nuisance conditions resulting from construction.

1.2 ENVIRONMENTAL PROTECTION PLAN

Submit an Environmental Protection Plan describing methods for dust suppression, material storage, spill prevention, concrete washout, waste handling, stormwater protection as applicable, and response to environmental incidents. Tailor the plan to the actual work and site conditions.

1.3 POLLUTION PREVENTION

Prevent discharge of fuels, lubricants, solvents, coatings, concrete wash water, sediment, or other contaminants to soil, drainage paths, or existing facilities. Provide secondary containment and cleanup materials where liquids are stored or used.

1.4 DUST AND MUD CONTROL

Control dust by wetting, covering, limiting disturbed areas, and other effective means.

Control mud tracking onto roads and paved areas. Keep adjacent occupied areas clean.

1.5 WASTE MANAGEMENT

Collect, containerize, and remove waste materials regularly. Do not burn or bury waste onsite. Dispose of waste lawfully.

1.6 NOISE CONTROL

Use equipment and operations that minimize unnecessary noise. Coordinate unusually noisy work with the Government.

PART 2 PRODUCTS

2.1 MATERIALS

Provide silt fence, wattles, inlet protection, gravel, plastic sheeting, spill kits, covers, and other temporary environmental-control materials as required by the work and site conditions.

3.1 IMPLEMENTATION

Implement environmental controls before beginning related operations. Inspect controls frequently and after rainfall or site disturbance. Repair, replace, and supplement measures as needed.

3.2 SITE RESTORATION

Upon completion, remove temporary environmental controls unless directed to remain.

Restore disturbed areas to a neat and stable condition.

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

AASHTO M 145 Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes AASHTO T 180 Standard Method of Test for Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-inch Drop

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 Safety and Health Program Requirements for Demolition Operations

ASTM INTERNATIONAL (ASTM)

ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Occupational Health Requirements Manual

1.2 PROJECT DESCRIPTION

Provide selective demolition required for the Edinburg-Kerrville BLDG 4 Dip Vat Redesign at Moore Field, Edinburg, Texas. The work is within an active USDA ARS livestock research installation and must be performed in a manner that maintains surrounding operations, site access, and biosecurity controls.

1.2.1 Scope of Demolition

Demolition includes, but is not limited to, the following work indicated on Drawings D100, D200, and ED100:

Demolish existing CMU block structure, slab, and foundation complete.

Demolish existing 6-inch reinforced walkway complete where shown.

Demolish existing roof panels and purlins complete where shown; existing rigid frames and footings are to remain.

Demolish existing post-and-rail assemblies complete unless noted otherwise.

Demolish existing steel cover at the concrete sump and demolish existing 4-inch concrete sump wall to 12 inches below grade; backfill the remaining void with compacted fill.

Remove existing electrical fixtures, wall packs, receptacles, panelboard components, raceways, and circuitry indicated for demolition. Preserve and protect existing conduit and conductors designated for reuse with the new panel installation.

1.2.2 Demolition Plan

Before starting work, submit a Demolition Plan describing sequencing, temporary barriers, utility interruption procedures, dust and debris control, protection of the existing dip vat and drying area, salvage handling, disposal methods, and end-of-day hazard control. Include coordination procedures for maintaining Government operations, animal movement, and access to adjacent facilities. Do not begin demolition until the plan is accepted by the Contracting Officer.

1.2.3 General Requirements

Perform demolition in a systematic manner that avoids damage to structures and utilities designated to remain. Remove rubbish and debris from Government property daily unless otherwise directed. Store materials that cannot be removed daily only in approved locations.

Perform the work in accordance with EM 385-1-1, ASSP A10.6, and other applicable safety requirements.

1.3 ITEMS TO REMAIN IN PLACE

Protect the following items and all other existing construction designated to remain:

Existing dip vat.

Existing drying area / drip pad.

Existing rigid frames and footings designated to remain.

Existing fencing designated to remain at the drying area.

Existing roads, pens, gates, utilities, and adjacent Government operations outside the demolition limits.

Existing conduit and conductors designated for reuse with the new panel installation.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated. Provide shoring, bracing, temporary barriers, covers, and other protective measures required to prevent settlement, movement, or damage to work remaining in place. Maintain existing drainage paths and prevent sediment, debris, concrete washout, and other contaminants from entering the dip vat, drying area, drains, troughs, and adjacent livestock areas.

1.3.2 Weather Protection

Protect construction and facilities remaining in place from damage due to weather during demolition operations. Sequence roof removal so that remaining work is not left in an unsafe condition and new work can proceed without unnecessary delay.

1.3.3 Utility Service

Maintain existing utilities serving adjacent facilities and operations. Do not interrupt utility service without written approval from the Contracting Officer. Coordinate all shutdowns and tie-ins with the Government and perform them only during approved periods.

1.3.4 Facilities

Protect surrounding research activities, livestock circulation, and site access during the work.

Provide temporary fencing, barricades, covers, and similar measures needed to separate the work from adjoining Government operations and to maintain safe conditions at the end of each work day.

1.4 BURNING

Burning of refuse and debris on Government property is not permitted.

1.5 AVAILABILITY OF WORK AREAS

Work areas shown on the drawings will be made available in a manner coordinated with ongoing Government operations. Demolition activities must be phased to limit disruption and to maintain access for surrounding facility functions, utility service, and animal handling operations.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals: Demolition Plan (G).

SD-01 Preconstruction Submittals: Schedule of utility interruptions and disruptive operations (G).

SD-11 Closeout Submittals: Salvage and disposal report identifying Government-retained items, recycled materials, disposal destinations, and disposal manifests or tickets.

1.7 QUALITY ASSURANCE

Perform demolition with personnel experienced in the type of work specified. When utility disconnections are required, use properly qualified trades. If suspicious or regulated materials are encountered that are not identified in the contract documents, stop work in the affected area and notify the Contracting Officer immediately.

1.7.1 Dust and Debris Control

Control dust, dirt, and debris migration at all times. Use methods compatible with the active agricultural research setting, including wetting, covering, containment, prompt debris removal, and temporary barriers as needed. Do not allow demolition debris to contaminate livestock areas, feed or water locations, the dip vat, or the drying area.

1.8 PROTECTION

Comply with FAR 52.236-9 and protect existing vegetation, structures, equipment, utilities, and improvements.

1.8.1 Protection of Personnel

Provide barricades, warning devices, temporary fencing, and covers required for the protection of Government personnel, contractors, visitors, and livestock. Leave the site in a safe condition at the end of each work period.

1.9 EXISTING CONDITIONS

Visit the site and verify existing conditions affecting the work before beginning demolition. Field verify dimensions, grades, locations of utilities, and relationships of existing construction to remain.

Variations from the contract documents that affect demolition sequencing or protection of remaining work must be reported to the Contracting Officer before proceeding.

PART 2 PRODUCTS

2.1 FILL MATERIAL

Provide clean, satisfactory soil free of rubbish, debris, organic matter, and oversized material for filling voids created by demolition. Use material suitable for compaction and reasonably compatible with surrounding soils. Place fill in lifts and compact to a firm, unyielding condition matching adjacent grades and supporting the intended new work.

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

Remove existing structures and related construction indicated for demolition. Demolish the existing CMU block structure, slab, and foundation complete. Perform demolition in a controlled, systematic manner and do not use methods that damage adjacent construction designated to remain.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities except when authorized in writing by the Contracting Officer. Do not begin demolition affecting utilities until disconnections, temporary measures, and protection procedures have been coordinated and approved.

3.1.2.2 Disconnecting Existing Utilities

Disconnect and remove utilities only to the extent indicated or necessary for the new work.

Cap, plug, or otherwise make safe all remaining utility lines and equipment after demolition.

Protect existing 3/4-inch water service intended for reuse or connection by the new work.

3.1.3 Existing Fencing and Gates

Remove existing post-and-rail fencing, gates, and miscellaneous metal work indicated for demolition. Existing fencing at the drying area designated to remain must be protected from damage.

3.1.4 Paving and Slabs

Demolish existing reinforced walkway and slabs indicated to be removed. Sawcut concrete at neat straight lines and at the limits of demolition to avoid damage to adjacent concrete remaining in place. Where concrete is removed adjacent to work remaining, leave clean true edges suitable for adjoining new construction.

3.1.5 Roofing

Demolish existing roof panels and purlins complete where shown. Do not damage existing rigid frames designated to remain. Sequence removal to support the planned installation of the replacement roof system and to avoid leaving partially dismantled framing or loose materials in place.

3.1.6 Masonry

Sawcut and remove masonry in a manner that prevents damage to surfaces and structures to remain. Where masonry demolition adjoins new work, provide clean, square edges.

3.1.7 Concrete

Demolish concrete items indicated to be removed, including slabs, foundations, and the existing concrete sump wall noted on the drawings. Remove the sump wall to 12 inches below grade and backfill the remaining void with compacted fill. Protect the existing dip vat and drying area during all concrete demolition and hauling operations.

3.1.8 Structural Steel

Remove only structural steel components indicated for demolition, including roof purlins and incidental steel associated with removed work. Existing rigid frames and footings designated to remain must not be cut, bent, overloaded, or otherwise damaged. Recycle removed structural steel unless selected by the Government for salvage.

3.1.9 Miscellaneous Metal

Remove existing steel cover plates, post-and-rail assemblies, miscellaneous steel attachments, and similar items indicated for demolition. Recycle removed metal not selected by the Government for salvage.

3.1.10 Electrical Equipment and Fixtures

3.1.10.1 Fixtures

Remove lighting fixtures and wall packs indicated for demolition, including associated conduit and feeders back to the point shown on the drawings or to the source serving the removed equipment.

3.1.10.2 Electrical Devices

Remove receptacles indicated for demolition, including associated conduit and conductors as required by the drawings.

3.1.10.3 Panelboard, Conduit, and Conductors

Remove panelboard BLDG 4 and related demolition items indicated on Drawing ED100.

Where existing conduit and conductors are designated to be reused with the new panel installation, verify they are undamaged and properly supported, then preserve and protect them during demolition. Damaged reusable items must be reported immediately to the Contracting Officer.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

When demolition is performed concurrently with excavation, filling, or new construction, coordinate the work so that adjoining structures and surfaces are not undermined, overloaded, or…