Attachment 1 - Specifications rev20260724.pdf

Specifications Manual Design-Bid-Build (DBB)

JCGU 25-7007, Repair Kitchen Flooring B334 Goodfellow AFB, TX

Prepared by:

Engineering Flight (CEN) 17th Civil Engineer Squadron

460 Kearney Blvd, B3511 Goodfellow AFB, TX 76908

Date: 12/17/2025 07/22/2026 Addendum 01: Pre-Proposal Inquiries, revised section 01 30 00 para. 1.7

ISSUED FOR CONSTRUCTION

Repair Kitchen Flooring B334 JCGU 25-7007

Section 00 00 00 Page 1

SECTION 00 00 00

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 TABLE OF CONTENTS

00 01 15 LIST OF DRAWINGS

00 41 00 BID SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 01 10-IC INFECTION CONTROL

01 11 00 SUMMARY OF WORK

01 12 17 JOB MEETINGS

01 18 00 PROJECT UTILITIES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 PROJECT SCHEDULE (SMALL PROJECTS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

01 56 00 ENVIRONMENTAL PROTECTION

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 01 00 REHABILITATION OF CONCRETE

DIVISION 09 – FINISHES

09 67 13.13 STANDARD RESINOUS FLOORING

DIVISION 10 – SPECIALTIES

10 26 00 WALL PROTECTION

DIVISION 11- EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOOD SERVICE EQUIPMENT

-- End of Project Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications" are provided and form a part of the contract.

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. TITLE

G-001 COVER SHEET

G-002 GENERAL INFORMATION 1

G-003 GENERAL INFORMATION 2

G-004 PHASING PLAN

AD-101 DEMOLITION AND NEW FLOORPLAN

Q-101 EQUIPMENT PLAN

P-101 SANITARY SEWER PLAN

-- End of Document --

SECTION 00 41 00 Page 1

SECTION 00 41 00

BID SCHEDULE

1.1 SUMMARY

This section lists the bid schedule and schedule of contract line-item numbers (CLINs) defined in the technical provisions of the contract.

1.2 CONTRACT LINE-ITEM NUMBER (CLIN)SCHEDULE

The design-bid-build (DBB) project delivery team shall provide all tools, equipment, material, labor, and supervision necessary to perform all work subject to the terms and conditions required by contract.

The total project performance period shall be ONE HUNDRED AND SIXTY FOUR (164) CALENDAR DAYS. The total performance period includes time prescribed for Government transitions and phasing as described in the project documents.

CLIN DESCRIPTION QTY UNIT PRICE AMOUNT

0001 (Basic: B334 Kitchen Repair): All costs associated with the demolition, repair, and replacement of the kitchen flooring in B334. This includes all time and costs associated with constructing/deconstructing temporary partitions, floor demolition and preparation, application of new flooring, site cleanup, and demobilization. This CLIN does not include any of the following CLINs within it.

Job L.S. **** ____$

UNIT TOTAL

0002 (Basic: Furnishings): All costs associated with inventory, removal, storage, sanitization, cleaning, and reinstallation of all kitchen equipment. This includes costs of temporary storage units such as storage containers along with costs to clean and sanitize equipment upon successful hookup and installation.

Job L.S. **** ___ $

UNIT TOTAL

TOTAL CLIN (ALL): CLIN 0001 + CLIN 0002

TOTAL

-- End of Document –

Section 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

(1) GENERAL

1.13 SCOPE OF WORK

The work covered by this specification consists of furnishing all plant, labor, equipment, and material, and performing all work in connection with JCGU 25-7007 “Repair Kitchen, B334” in strict accordance with these specifications and drawings and subject to the terms and conditions of this contract.

1.14 LOCATION

The work is to be accomplished at Goodfellow AFB, San Angelo, Texas.

This base is accessible by public highway. Contractor access to the work area will be as indicated in the project drawings.

1.15 WORK SCHEDULE

A. The contractor shall observe the same regular workweek being observed by the Goodfellow AFB Civil Engineering shop forces, which is Monday through Friday, from 7:30 a.m. to 4:30 p.m., with Federal holidays excluded. Any Holiday falling on a Saturday will be observed the preceding Friday. Any Holiday falling on a Sunday will be observed the following Monday.

B. Any deviation from this schedule will require 48 hours advance notice and approval of the Contracting Officer. If base personnel are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

C. Due to the critical nature of the dining facility to Goodfellow AFB, the Contractor may be required to work nights, weekends, and/or holidays in order to ensure 100% completion of all work items within the prescribed performance period.

D. The base could be closed because of security problems, adverse weather, or other events. Unless otherwise notified by the Government, the Contractor should monitor local television stations, radio stations, or Goodfellow’s Facebook page for notification of a possible base closure or late opening. The Contractor may not receive any other form of notification of a base closure from the Government, unless contacted by the Contracting Officer (CO) or the Contracting Officer Representative (COR). The Contractor is responsible for notifying his/her employees.

Contractor(s) do not report when the base is closed due to security problems and/or adverse weather.

1.4 TOBACO USE IN AETC FACILITIES

A. Contractors are advised that the Commander has placed restrictions on the smoking of tobacco products in AETC facilities. AFI 40-102, Tobacco Use in the Air Force, outlines the procedures used by the commander to control smoking in our facilities. Contractor employees and visitors are subject to the same restrictions as government personnel. Smoking is permitted only in designated smoking areas.

Additional information, to include locations of designated smoking

Section 01 00 00 Page 2 areas, will be provided to the contractor at the pre-performance conference.

1.5 OPERATIONS SECURITY (OPSEC) REQUIREMENTS

A. The purpose of OPSEC is to reduce the vulnerability of Air Force missions by eliminating or reducing successful adversary collection and exploitation of critical or sensitive information. OPSEC applies to all activities that prepare, sustain, or employ forces during all phases of operations. OPSEC is a process of identifying, analyzing and controlling critical and sensitive information indicating friendly actions associated with military operations and other activities to:

1) identify those actions that can be observed by adversary intelligence systems; 2) determine what specific indications could be collected, analyzed, and interpreted to derive critical or sensitive information in time to be useful to adversaries; 3) select and execute measures that eliminate or reduce to an acceptable level the vulnerabilities of friendly actions to adversary exploitation.

B. Organizations and personnel supporting the 17th Training Wing have OPSEC requirements associated with their activities and support. The Contractor shall comply with the 17th Training Wing OPSEC Program and during the construction contract pre-construction meeting further information will be provided by the Government on the Goodfellow AFB OPSEC Program. The basis for the OPSEC program is AFI 10-701.

C. Contractor personnel will receive OPSEC Awareness Education and Duty- Related Training within 90 days of contract start date and annually thereafter.

D. OPSEC Awareness Education and Training will be provided or coordinated through government channels.

E. The contractor is susceptible to OPSEC assessments, surveys, or any other evaluation tool available for the Wing OPSEC Program Manager or subordinate OPSEC Coordinator to use to gauge the effectiveness of the overall program.

1.6 UTILITIES

For this contract, utilities such as water, electricity, etc., will be furnished by the Government at no cost to the contractor. Long distance and Defense Switched Network (DSN) telephone services will not be provided. Refer to Section 01 18 00 PROJECT UTILITIES for additional information.

1.7 HOT WORK PERMIT

A. The “NFPA 51B Fire Prevention During Welding, Cutting, and Other Hot Work” provides guidelines for hot work which includes activities like welding, cutting and grinding that can produce heat, sparks, or flames. The contractor shall comply with NFPA 51B and obtain a hot work permit before initiating hot work, ensuring that precautions are in place as required by NFPA 51B and ANSI Z49.1. This hot work permit is required for any operation involving open flame or producing heat and/or sparks. This work includes, but is not limited to, welding, brazing, cutting, grinding, soldering, thawing pipe, torch-applied roofing, or chemical welding.

Section 01 00 00 Page 3

B. Air Force Form 592 USAF Welding, Cutting, and Brazing permit will be issued prior to any operation and shall be kept on site till completion of operation or permit expires. Contact Fire Protection at 325-654-3532/33/34 for issuance of permit.

1.8

1.9

BASE FIRE REGULATIONS

The Contractor shall comply with Base Fire Regulations in effect as of the date of this solicitation. All work shall be in strict compliance with NFPA-101. The Contractor shall be aware that NO powder actuated tools, charges, or explosives shall be used in performing the work. Reference FAR 52.236-13 Accident Prevention.

STREET/OR PARKING LOT CLOSURES

A. When Road closures are required, written notification must be made to the Contracting Officer a minimum of 14 calendar days in advance.

One lane of traffic shall be always maintained unless otherwise approved in writing by the Contracting Officer. The Contractor shall notify the Security Forces at 325-654-3504 and Base Fire Protection at 325-654-3532 three days prior to any closures. Personnel exposed to a traffic environment during hours of darkness, periods of reduced visibility, or as part of construction or maintenance activities, will be provided and use reflective vest/accessories.

B. One lane of traffic shall be always maintained unless otherwise approved in writing by the Contracting Officer. The Contractor shall notify the Security Forces at 325-654-3504 and Base Fire Protection at 325-654-3532 72 hours prior to any closures. Personnel exposed to a traffic environment during hours of darkness, periods of reduced visibility, or as part of construction or maintenance activities, will be provided and use reflective vest/accessories.

C. The final street repair shall be completed within 14 days after the start of any street demolition for utility crossings or other purposes. Any part of the street returned to service prior to final repair shall be maintained smooth with temporary cold-lay asphalt surface course. All physically exposed portions of the work shall be properly covered or repaired the same business day that the work began.

1.10 DISPOSITION OF WASTE AND EXCESS MATERIALS

A. The Contractor shall make waste determinations for all wastes generated in the performance of this contract, in accordance with the provisions set out in 40 Code of Federal Register (CFR) Part 261, at the time and point of generation. The Contractor shall properly sample, analyze, or by use of process knowledge classify all wastes in accordance with Title 30 Texas Administrative Code (TAC), Chapter 335, Subchapter R at no additional cost to the Government. Unless the Contractor can demonstrate that a waste is non-hazardous, the Contractor shall manage the waste as a hazardous waste until sample test results prove otherwise. All non-hazardous wastes, special wastes, and hazardous wastes (including but not limited to construction debris, material containers, material residues, and unwanted excess materials) resulting from the performance of work under this contract shall be removed from and disposed of off Goodfellow AFB by the Contractor at no additional

Section 01 00 00 Page 4 cost to the Government and in accordance with all applicable Federal, State, and local laws, rules, and regulations. Under no circumstances shall the Contractor dispose of wastes or excess material in trash dumpsters, storm sewers, sanitary sewers, creeks, streams, or other property of Goodfellow AFB. The Contractor and the Government will be co-generators of all wastes resulting from the performance of this contract. Refer to Section 01400-Environmental Protection, paragraph 3, DISPOSAL OF WASTES, for special requirements on disposal of waste types.

B. Dumping/cleaning out of concrete trucks on Goodfellow AFB is prohibited. Concrete truck chutes only may be rinsed at the construction site. Wastewater and concrete from this rinse shall be collected in a high-density polyethylene (HDPE) plastic-lined box or pit provided by the Contractor at the site. At the end of pouring operations, the Contractor shall excavate all the waste and liner and properly dispose of same. The pit shall be completely backfilled, and the site restored to original conditions.

C. All equipment and materials to be removed from the project site not specifically identified for turn-in to the Government shall become the property of the Contractor upon issuance of the Notice to Proceed (NTP). The Contractor shall turn-in all materials specifically designated for turn-in to the Government to a location at Goodfellow AFB, as designated by the Contracting Officer. The Contractor shall obtain a receipt from the Government employee responsible for receiving the returned equipment or material as evidence of compliance. A copy of the receipt(s) shall be submitted to the Contracting Officer prior to final inspection of the project.

1.11 DISPOSITION OF NONSALVABLE MATERIALS

All non-salvable or unusable material shall be disposed of off base as directed by the Contracting Officer. All waste material generated by any work under this contract shall be handled, transported, stored, and disposed of off base, by the Contractor, in accordance with all applicable federal, state, or local laws, ordinances, regulations, court orders, or other types of rulings having the effect of law.

1.12 EMERGENCY RESPONSE

If the Contractor needs emergency response services, dial 9-1-1 and tell the operator you are located on Goodfellow AFB. The Goodfellow Dispatch office is 325-654-7000.

1.13 OPERATIONS AND STORAGE AREAS

A. In accordance with FAR 52.236-10, Operations and Storage Areas.

(a) The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor’s performance.

(b) Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The

Section 01 00 00 Page 5 temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work. With the written consent of the Contracting Officer, the buildings and utilities may be abandoned and need not be removed.

(c) The Contractor shall, under regulations prescribed by the Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

1.14 MATERIALS STORED AT LOCATIONS OTHER THAT THE WORKSITE

A. The Contracting Officer will Consider for monthly progress payments material and/or equipment procured by the Contractor and stored on the construction site, as space is available, or at a local approved location off the site, under such terms and conditions as the Contracting Officer approves, including but not limited to the following—

(1) The materials or equipment are in accordance with the contract requirements and/or approved samples and shop drawings;

(2) The materials and/or equipment are approved by the COR;

(3) The materials and/or equipment are stored separately and are readily available for inspection and inventory by the COR;

(4) The materials and/or equipment are protected against weather, theft and other hazards and are not subjected to deterioration; and

(5) The Contractor obtains the concurrence of its surety for off-site storage.

B. The Government reserves the right to withhold payment until samples, shop drawings, engineer’s certificates, additional bonds, payrolls, weekly statements of compliance, proof of title, nondiscrimination compliance reports, or any other requirements of this contract, have been submitted to the satisfaction of the Contracting Officer.

1.15 TOILET FACILITIES

There are no toilet facilities available for Contractor use.

Contractor shall provide his own portable/temporary toilet facilities.

1.16 CLEAN-UP

A. The Contractor shall at all times keep the construction site, construction trailer(s)/building(s), and storage area(s) in a clean, neat, workman like condition, free from accumulation of waste, rubbish, weeds, overgrown grass, or construction debris to the satisfaction of the Contracting Officer. All loose or lightweight materials shall be secured to prevent blowing or scattering. The burning of trash or construction debris is strictly prohibited on Goodfellow AFB. Prior to

Section 01 00 00 Page 6 final inspection, the Contractor shall remove all construction debris, tools, equipment, and materials, not the property of the Government.

Upon completion of the work, the Contractor shall leave the work site and storage area(s) in a clean, neat, and workmanlike condition satisfactory to the Contracting Officer.

1.17 FINAL INSPECTION

The Contractor shall advise the Contracting Officer in writing of the Contractor’s desired final inspection date seven (7) calendar days in advance of that desired date to permit proper coordination. The date selected shall provide adequate time for Contractor performed corrections of final inspection deficiencies within the contract performance time. The Contracting Officer will be the final authority for determining whether or not the Contractor’s performance is sufficiently advanced to warrant a final inspection.

1.18 TESTING

A. Costs of all tests, unless specifically indicated as being performed by the Government, shall be at the Contractor’s expense. The Contractor shall schedule all tests and notify the Contracting Officer or his/her representative in a timely manner prior to any required testing. All test results shall be submitted to the Contracting Officer on AF Form 3000, Material Approval Submittal. Where test reports are to be submitted to the Contracting Officer within 24 hours after the tests are performed, the results may be faxed to the Contracting Officer at a number provided at the preconstruction conference.

B. Testing laboratories must be licensed to operate in the State of Texas and must meet the following: “Recommended Requirements for Independent Laboratory Qualification”, published by American Council of Independent Laboratories.

C. Testing laboratories must be licensed to operate in the State of Texas and must meet the following:

1) “Recommended Requirements for Independent Laboratory Qualification”, published by American Council of Independent Laboratories.

2) Basic requirements of latest edition of ASTM E329 “Standard Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials Used in Construction”

3) Latest edition of ASTM E 548, “Qualifications for Testing Labs

1.19 BASE SECURITY REQUIREMENTS

A. Goodfellow Air Force Base is a closed/controlled access base. As an effort to minimize peak traffic flows at the entry gates, the Contractor, his employees, and his subcontractors are highly encouraged to avoid scheduling deliveries through the entry control gates from 7:00 A.M. to 8:00 A.M. Monday through Friday as there could be significant delays.

B. The Government will conduct security/background checks on all construction personnel as required. Security requirements will be briefed at the pre-construction conference and handouts outlining specific requirements will be provided. Screening measures are in place and suitability for employees to access the installation will be

Section 01 00 00 Page 7 determined during the conference. Requirements are subject to change dependent upon current world situations, potential threats, and base exercises. Full cooperation by Contractor workforces is required.

Contractors should anticipate certain notification and reporting requirements, preparation of forms, and lists for pass and identification of employees and their vehicles, entry restrictions, key/lock control, and compliance with all base traffic rules and regulations. The Jacobson Gate Visitor Control Center 325-654-4122 is the OPR for passes.

1.20 SITE ACCESS BADGES

The Contractor shall obtain and monitor assigned security badges or passes (used by both Contractor and subcontractor personnel) for the duration of this contract. All security badges or passes shall be returned to the base POC upon expiration of the badge, upon completion of the project, or when possession of the badge is no longer necessary (e.g., upon removal of Contractor personnel from specific projects).

Contractor shall coordinate weekend or after hours work with the Government minimum (3) days in advance.

1.21 CONTRACTOR INSTALLATION ACCESS PASS

Before arrival, a government identification card-holding person from the sponsoring agency, Base Contracting office/administrator or applicable local project manager will submit a request for base access using the 17 Training Wing’s Base Access List (BAL) memorandum as a form of registration for each credential applicant. Base sponsors/sponsoring agencies or contract officers will ensure the BAL is accurate, it is signed and forwarded to the 17 SFS Pass & Registration section for completion of the vetting and fitness determination processes. The BAL should be delivered to Pass & Registration, located at the Visitor Control Center (VCC). The BAL will include pertinent visitor information, reason for entry, frequency of entry, destination, times each day requiring entry, and duration of request.

1.22 CONTARCTOR INSTALLATION ACESS SCREENING

The Contractor shall provide Pass and Registration with two forms of identification, one of which will be a state issued photo identification. Prior to being allowed access, a minimum of a background/National Crime Information Center (NCIC) check will be completed on all Contractors, requesting unescorted access for official business. This screening process will validate the Contractor's suitability to visit Goodfellow and certify that the Contractor does not pose an increased threat to the base populace. The Contractor will then be issued a temporary Defense Biometric Identification System (DBIDS) pass or AF Form 75A through the expiration date on the BAL request. Possession of an authorized access pass does not automatically authorize or guarantee access to the installation. The individual must still have a valid purpose to be on the installation and properly sponsored, as applicable

1.23 ACCESS DENIAL

If it is determined a Contractor requesting access has been convicted of a felony or pled guilty to a felony charge within the past 10 years, or is considered not fit to obtain authorized access based on the

Section 01 00 00 Page 8 information obtained during the identity vetting, or criminal history indicates the individual may present a threat to the good order, discipline and morale of the installation, Security Forces personnel will deny entry. The Contractor will be informed of the access denial, will be issued an Access Denial Letter, and will be informed on how they may appeal this order.

1.24 IDENTIFICATION OF CONTRACTOR VEHICLES

Contractor vehicles should be marked on each side with company name with either permanent or semi-permanent/magnetic signage to aid the Security Forces in identifying and permitting them exemption from base wide exercises.

1.25 SUBMITTALS REQUIRED

The contractor must initiate and process for approval a Work Clearance Request AF Form 103 through 17 CES/CENMP a minimum of fourteen (14) calendar days prior to the start of any construction work. Excavation is not authorized without issuance of a completed and approved AF Form

103. After the initial issue, it is the Contractor’s responsibility to keep the Work Clearance Request coordinated and up to date/current through the remainder of the contract. Upon receipt of an AF Form 103, the Contractor shall be responsible for locating all underground utilities. Utilities include, but are not limited to electric, water, sewer, steam, communication, telephone, fiber optic, cathodic protection, cable television, fuel lines, and natural gas. Historical drawings, as-built drawings, and topographic drawings, the accuracy of which the government does not guarantee, are available for research and review at the 17th Civil Engineer Squadron, Design element located in Building 3511. The contractor shall promptly repair/replace contractor damaged utilities at no additional cost to the Government. The repair/replacement shall be accomplished in a manner that is acceptable to and approved by the Government.

1.26 COMMUNICATION DEVICES

Any removal/relocation/reconnection of any communication device shall be coordinated in advance with 17 CS/SCMP at 325-654-3010. Any removal/relocation/reconnection of any Cable TV device shall be coordinated in advance with 17 CS. Communications and Cable TV devices to remain shall be protected as required when work proximity dictates.

1.27 SAFETY

All safety requirements of the U.S. Army Corps of Engineers Safety Manual 385-1-1, latest edition, will be strictly adhered to as related to all work covered under these specifications.

1.28 MATERIALS CONTAINING ASBESTOS

In the event the Contractor discovers materials suspected of containing asbestos that is not identified to be removed in the plans and specifications, the Contractor shall stop work in the immediate area and report any such conditions to the contracting officer.

1.29 LABELING OF STORAGE DRUMS

A. All 55 gallon or larger drums brought on base for use under this contract and containing new material or used for storage of waste

Section 01 00 00 Page 9 materials or hazardous waste must be labeled with a Department of Transportation (DOT) Proper Shipping Name, DOT Hazardous Identification Number, the Contractor’s name, a contractor representative, and the Contractor’s telephone number. Label lettering should have a minimum height of one-half inch painted in white paint or other color that is in contrast with the color of the drum. The label should be sufficiently durable to equal or exceed the life (including storage and disposal) of the drum.

1.30 CONTRACTOR STORAGE TRAILER(S) AND BUILDINGS

The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the Contractor can be reached. The trailer(s) and building(s) shall be complete with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean. This includes the mowing of grass during the growing season. The lawn mower shall be supplied by the Contractor.

1.31 TEMPORARY CONSTRUCTION FENCING

A. The contractor has a duty to maintain the work environment and procedures which will safeguard the public and government personnel, property, materials, supplies and equipment exposed to operations and activities.

B. Use of construction fencing enables the contactor to protect the safety of construction workers, enables safe, appropriate, and authorized access to and from the construction site, and separates the public from the construction site.

C. In accordance with 52-236-13 Accident Prevention the contractor shall:

1. Provide safety barricades, signs, and light signals;

2. Comply with the standards issued by the Secretary of Labor at 29 CFR Part 1926 Safety and Health Regulations for Construction; and

3. Comply with U.S Army Corps of Engineers Safety and Health Requirements Manual, EM 35-1-1.

D. U.S Army Corps of Engineers Safety and Health Requirements Manual, EM 35-1-1, SECTION 4 Temporary Facilities, EM_385-1-1.pdf (army.mil), defines requirements for the layout of temporary construction fencing to be approved by the Government Designated Authority (GDA):

1. Temporary project fencing shall be provided on all projects located in areas of active use by members of the public. Fencing shall extend from grade to a minimum of 6 ft (1.8 m) above grade and shall have a maximum mesh size of 2 in (5 cm).

2. Fencing shall remain rigid/taut with a minimum of 200 lbs (.9 kN) of force exerted on it from any direction with less than 4 in (10

cm) of deflection.

Section 01 00 00 Page 10

3. Signs warning of the presence of construction hazards and requiring unauthorized persons to keep out of the construction area shall be posted on the fencing. At minimum, signs shall be posted every 150 ft (45.7 m). Fenced sides of projects that are less than 150 ft shall, at minimum, have at least one warning sign.

1.32 CRANES

A. All crane work shall comply with 29 CFR 1926 Subpart CC eCFR :: 29 CFR Part 1926 Subpart CC -- Cranes and Derricks in Construction and EM 385- 1-1 EM_385-1-1.pdf (army.mil).

B. Prior to operating a crane, the operator must be licensed, qualified, or certified to operate the crane.

C. Submittal - Provide Operators, Signal Persons, and Riggers meeting the requirements in EM 385-1-1, Section 15.B for Riggers and Section 16.B for Crane Operators and Signal Persons. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacities of 22,680 kg 50,000 pounds or greater, designate crane operators qualified by a source that qualifies crane operators (i.e., union, a government agency, or an organization that tests and qualifies crane operators).

Provide proof of current qualification.

Standard Lift Plan (SLP) – The Contractor shall submit a Standard Lift Plan (SLP) for lifts to avoid situations where the operator cannot maintain safe control of the lift. Prepare a written SLP in accordance with EM 385-1-1, Section 16.A.03, using Form 16-2 for every lift or series of lifts (if duty cycle or routine lifts are being performed).

Develop and submit a standard lift plan to the Contracting Officer 14 calendar days prior to lift. The SLP must be developed, reviewed and accepted by all personnel involved in the lift in conjunction with the associated AHA. Signature on the AHA constitutes acceptance of the plan. Maintain the SLP on the LHE for the current lift(s) being made.

Maintain historical SLPs for a minimum of three months.

2. Critical Lift Plan (SLP) - The Contractor shall submit a Critical Lift Plan (CLP) as required for Crane or Load Handling Equipment.

Provide a Critical Lift Plan as required by EM 385-1-1, Section 16.H.01, using Form 16-3. In addition, Critical Lift Plans are required for the following:

a. Lifts over 50 percent of the capacity of barge mounted mobile crane's hoist.

b. When working around energized power lines where the work will get closer than the minimum clearance distance in EM 385-1-1 Table 16-1.

c. For lifts with anticipated binding conditions.

d. When erecting cranes.

Critical Lift Plan Planning and Schedule Critical lifts require detailed planning and additional or unusual safety precautions.

Develop and submit a critical lift plan to the Contracting

Section 01 00 00 Page 11

Officer 30 calendar days prior to critical lift. Comply with load testing requirements in accordance with EM 385-1-1, Section 16.F.03.

In addition to the requirements of EM 385-1-1, Section 16.H.02, for lifts of personnel, demonstrate compliance with the requirements of 29 CFR 1926.1400 and EM 385-1-1, Section 16.T.

1.33 CONSTRAINTS

A. Construction site is not located within a secure area. All contractor and subcontractor personnel shall carry an identification tag showing their picture and the name of the company they represent, and their base pass at all times. All vehicles operated by the contractor or subcontractors shall have visible identification showing name of represented company.

1.34 AFFIRMATIVE PROCUREMENT

A. The contractor shall incorporate affirmative procurement requirements as per 40 CFR, Part 247 and Executive Order 13423: “Strengthening Federal Environmental, Energy and Transportation management.” Any Environmental Protection Agency’s (EPA) Designated items used in the execution of this contract shall meet or exceed the EPA's requirements for recycled content materials (RCM) as per the EPA’s Comprehensive Procurement Guidelines (CPG). The contractor shall ensure affirmative procurement requirements for CPG items are met or provide written justification that: 1) The price of a given designated item is unreasonably high, 2) There is inadequate competition (not enough sources of supply), 3) Unusual and unreasonable delays would result from obtaining the item, or 4) The item does not meet the Air Force’s performance specifications.

B. Individual specifications contained in this contract may or may not reference the permitted use of a recycled/recovered material.

Recycled/recovered materials shall be used in the quantities set forth in the EPA’s CPG whether specified in the individual specification or not.

C. The contractor shall list products on the CPG list (list and percentages can be found at www.epa.gov/cpg/ products.htm) and the contractor must meet minimum percentages.

1.35 CONTRACTOR INVENTORY

A. Submittal - Contractor shall provide an inventory of quantities and information as specified below. Contractor shall conduct the inventory using the US Army Corps of Engineers (USACE) Construction Engineering Research Laboratory (CERL) BUILDERTM Sustainment Management System (SMS) methodology.

B. Inventory shall be provided for the 10 categories of newly installed assets listed in Paragraph 36.c below using the ASTM-E1557-09 UNIFORMAT II classification. Inventory shall be conducted using the Microsoft® Excel spreadsheet entitled “BUILDER Inventory” provided by the government.

C. For each of the 10 newly installed asset categories, the Contractor shall classify each item in reference to its: System, Component, Section 01 00 00 Page 12

Component-Section, Subcomponent, and Section Name. The explanation of each of the columns in the “BUILDER Inventory” spreadsheet can be found below.

System: The Contractor shall select the asset’s applicable System from the given list in the “BUILDER Inventory” spreadsheet. As a minimum, the following systems shall be inventoried by the Contractor:

B10 – Superstructure

B20 – Exterior Enclosure

B30 – Roofing

C10 – Interior Construction

C20 – Stairs (As Applicable)

C30 – Interior Finishes

D20 – Plumbing

D30 – HVAC

D40 – Fire Protection

D50 – Electrical

D. Component: The Contractor shall select the asset’s applicable Component from the given list in the “BUILDER Inventory” spreadsheet.

E. Component-Section: The Contractor shall select the asset’s applicable Component-Section from the given list in the “BUILDER Inventory” spreadsheet.

F. Subcomponent: The Contractor shall classify each asset using the most specific applicable Subcomponent from the given list in the “BUILDER Inventory” spreadsheet. If no specific Subcomponents are applicable or available the Contractor may classify the Subcomponent as “General”, “Other”, or “Unknown”.

G. Section Name: The Contractor shall enter a name for each section that specifies the location of the asset. For example, these sections shall be named by any and all of the following characteristics:

Floor – for example “1st Floor”

Bay – for example, “Bay A”

Cardinal Direction – for example “North”, “Northwest”

Space – for example, “Mech Room”, “Addition”, “Storage”, or “Restroom

H. Unit of Measure: The UOM is associated with the Subcomponent. The Contractor shall not specify a different UOM than what is listed with the Subcomponent.

I. Quantity: The Contractor shall state the numerical quantity of the asset with regards to its UOM.

J. Year Installed: The Contractor shall state the year the asset was installed in the format of “YYYY”.

Section 01 00 00 Page 13

K. Painted/Coated? Y/N: The Contractor shall state by either “Yes” or “No” whether the asset was painted or coated.

L. Year Painted/Coated: The Contractor shall state the year the asset was painted or coated in the format of “YYYY”.

M. Paint/Coating Type: The Contractor shall specify the painting and/or coating type in accordance with the separate tab in the “BUILDER Inventory” spreadsheet entitle “Paint Coating Type”.

N. ID Number: The Contractor shall specify the ID Number of the asset, limited to 20 alphanumeric characters.

O. Equipment Type: The Contractor shall specify the ID Number of the asset, limited to 50 alphanumeric characters.

P. Equipment Make: The Contractor shall specify the equipment make of the asset, limited to 30 alphanumeric characters.

Q. Serial Number: The Contractor shall specify the serial number of the asset, limited to 30 alphanumeric characters.

R. Model: The Contractor shall specify the model of the asset, limited to 20 alphanumeric characters.

S. Capacity: The Contractor shall specify the capacity of the asset, limited to 70 alphanumeric characters.

T. Manufacturer: The Contractor shall specify the manufacturer of the asset, limited to 40 alphanumeric characters.

U. Warranty Company: The Contractor shall specify the warranty company of the asset, limited to 50 alphanumeric characters.

V. Warranty Date: The Contractor shall specify the warranty date of the asset in the format of “MM/DD/YYYY”.

W. Date Manufactured: The Contractor shall specify the date the asset was manufactured in the format of “MM/DD/YYYY”.

X. Control Type/Make: The Contractor shall specify the asset’s control type and/or make, limited to 50 alphanumeric characters.

1.36 AS-BUILT DRAWINGS

A. Submit final record PDF and CAD drawings package for the entire project within 20 days of substantial completion of all phases of work. Submit one (1) set of ANSI D-size drawings PDF and CAD files plus final PDF file record construction contract specifications including any revisions thereto, on optical disc, read-only memory (ROM). The package must be complete in all details and identical in form and function to the contract drawing files supplied by the Government.

1. The actual locations, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, show by offset dimensions to two permanently fixed surface features the end of each run including each change in direction on the record drawings. Locate valves, splice boxes and similar appurtenances by dimensioning along the utility run from a reference point.

Also record the average depth below the surface of each run.

Section 01 00 00 Page 14

Provide geographic information system (GIS) mapping of any new utilities installed and any other encountered utilities and demolished and abandoned utilities as part of the as-builts to the base. GIS mapping shall be performed at time of the utility installation into the ground. Data layers shall be in compliance with SDSFIE (Spatial Data Standards Facilities Infrastructure and Environmental v3.1.0.1 or greater).

2. The location and dimensions of any changes within the building structure.

3. Layout and schematic drawings of electrical circuits and piping.

4. Correct grade, elevations, cross section of earthwork, structures, or utilities if any changes were made from contract plans.

5. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to shop drawings, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundation, etc.

6. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

7. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler and irrigation systems.

8. Changes in location of equipment and architectural features.

B. Submittal - Provide GPS coordinates for all underground utilities at time of utility installation. Provide GIS deliverable of all installed underground utilities and all demolished or abandoned utilities encountered. All coordinates shall be in Texas NAD83 State Plane Zone 4203.

--- END OF SECTION ---

Section 01 01 10-IC Page 1

SECTION 01 01 10–IC

INFECTION CONTROL

PART 1.0 GENERAL

A. This section specifies the control of environmental infection control that the Contractor must consider for construction & renovation projects in the dining facility. It includes precautionary management practices for Inspections and Noninvasive activities, small scale, short duration activities that create minimal dust, major demolition and construction activities that generate moderate to high levels of dust, movement of materials and equipment, and resources that are encountered or generated by the Contractor. The Contractor is obligated to consider the specified control measures with the costs included within the various contract items of work. An Infection Control Risk Assessment Matrix of Precautions for construction and renovation for this area has already been completed, and has found that “Medium” level of risk groups are prevalent, and therefore Class III and IV precautions and procedures are required for construction activities.

This risk analysis has been included as “Attachment 1: Pre-Construction Risk Assessment (PCRA)”.

Construction Project Type

Risk Group TYPE A TYPE B TYPE C TYPE D

LOW risk I II II III/IV MEDIUM risk I II III IV HIGH risk I II III/IV IV HIGHEST risk II III/IV III/IV IV

All precautions in the determined class must be followed:

PRECAUTIONS AND PROCEDURES

THAT ARE REQUIRED FOR EACH CLASS

CLASS I 1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace any ceiling tile displaced for visual inspection.

Upon completion of Project:

1. Clean work area upon completion of task.

CLASS

II

1. Provide active means to prevent air-borne dust from dispersing into atmosphere.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area as needed.

6. Remove or isolate HVAC system in areas where work is being performed.

Section 01 01 10-IC Page 2

Upon completion of Project:

1. Wipe work surfaces with cleaner/disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Upon completion, restore HVAC system where work was

III

1. *Remove or Isolate HVAC system in area where work is being performed to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units. Continuous negative pressure monitoring is required and must be maintained >0.01

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

* Use window for negative HEPA air exhaust when accessible.

Obtain COR approval for exhausting in existing exhaust ductwork.

Upon completion of Project:

1. Do not remove barriers from work area until completed area is thoroughly cleaned, and is inspected by owner’s Safety Department, Contracting Officer, and Public Health Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with cleaner/disinfectant.

5. Remove isolation of HVAC system in areas where work was

IV

During Work:

1. Isolate HVAC system in area where work is being performed to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

Continuous negative pressure monitoring is required and must be maintained >0.01.

4. Seal holes, pipes, conduits, and punctures appropriately.

Section 01 01 10-IC Page 3

5. Provide and use adhesive walk-off mats within the area entry. Replace used mats with new mats in accordance with manufacture’s recommendations and when dirty.

Upon completion of Project:

1. Do not remove barriers from work area until completed area is thoroughly cleaned, and is inspected by owner’s Safety Department, Contracting Officer, and Public Health Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with cleaner/disinfectant.

5. Upon completion, restore HVAC system where work was performed.

PART 2 - PRODUCTS, MATERIALS AND EQUIPMENT

2.1 MATERIALS AND EQUIPMENT

GENERAL REQUIREMENTS

A. Store all materials subject to damage off the ground, away from wet or damp surfaces and under cover sufficient enough to prevent damage or contamination. Flammable materials cannot be stored inside buildings. Replacement materials shall be stored outside of the regulated/work area until construction is completed.

B. The Contractor shall not block or hinder use of buildings by staff and visitors to the dining facility in partially occupied buildings by placing materials/equipment in any unauthorized place.

C. The Competent Person shall inspect for damaged, deteriorating or previously used materials. Such materials shall not be used and shall be removed from the worksite and disposed of properly.

2.1.2 NEGATIVE PRESSURE FILTRATION SYSTEM

The Contractor shall provide enough negative air machines to completely exchange the regulated area air volume 4 actual times per hour. The Competent Person shall determine the number of units needed for each regulated area by dividing the cubic feet in the regulated area by 15 and then dividing that result by the actual cubic feet per minute (cfm) for each unit to determine the number of units needed to effect 4 air changes per hour. Provide a standby unit in the event of machine failure and/or emergency in an adjacent area.

2.1.3 DESIGN AND LAYOUT

Before start of work for each phase of the project, the contractor is to submit for approval, an infection control plan which will include the design and layout of the regulated area to include the type and location of infection control construction

Section 01 01 10-IC Page 4 barriers to be used, access points, air exchange and filtration systems, etc. The submittal shall indicate the number of, location of and size of negative air machines and exhaust route & location of the windows to be used. The point(s) of exhaust, air flow within the regulated area, anticipated negative pressure differential, and supporting calculations for sizing shall be provided. In addition, submit the following:

1. Manufacturer's information on the negative air machine(s).

2. Method of supplying power to the units and designation/location of the panels.

3. Description of testing method(s) for correct air volume and pressure differential. Provide manufacturer's product data on the pressure differential measuring device used.

4. If auxiliary power supply is to be provided for the negative air machines, provide a schematic diagram of the power supply and manufacturer's data on the generator and switch.

5. Location of isolation negative air pressure monitor.

6. The following is a SAMPLE plan:

SAMPLE INFECTION CONTROL PLAN

Section 01 01 10-IC Page 5

2.1.4 NEGATIVE AIR MACHINES

A. Negative Air Machine Cabinet: The cabinet shall be constructed of steel or other durable material capable of withstanding potential damage from rough handling and transportation. The width of the cabinet shall be less than 30" in order to fit in standard doorways. The cabinet must be factory sealed to prevent dust from being released during use, transport, or maintenance.

Any access to and replacement of filters shall be from the inlet end. The unit must be on casters or wheels.

B. Negative Air Machine Fan: The rating capacity of the fan must the air moving capacity under actual operating conditions.

Manufacturer's typically use "free-air" (no resistance) conditions when rating fans. The fan must be a centrifugal type fan.

A. Negative Air Machine Final Filter:

1) When…