Attachment 1 - Specifications.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

ISSUED FOR CONSTRUCTION

Section 00 00 00 Page 1

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

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

Repair Kitchen Flooring B334 JCGU 25-7007

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 --

Repair Kitchen Flooring B334

JCGU 25-7007

SECTION 00 41 00 Page 1

SECTION 00 41 00

BID SCHEDULE

PART 1 GENERAL

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 11

Page areas, will be provided to the contractor at the pre-performance conference.

required to prevent sagging and an unsightly appearance. Fencing shall be maintained by the Contractor in this manner throughout the extent contract.

Due to high winds in West Texas, Contractor shall take every precaution to preclude trash and materials from blowing off site.

All Contractor storage areas shall be maintained including yard/grass regularly cut/trimmed by the Contractor, as required daily. At all times, all Contractor trailers shall always maintain a professional appearance.

All construction debris, trash, dirt, etc. shall be immediately removed, at a minimum daily and as required, at the Contractor's expense in accordance with all local, state, and federal environmental laws and regulations.

At all times, the Contractor shall exercise care to reduce noise and ensure safe construction activities while minimizing disturbances to ongoing dining functions. Nearby areas experience peaks in pedestrian and vehicular traffic between the hours of 1100-1300. The Contractor shall always ensure safe pedestrian access for marching troops and vehicle traffic access around the building and outside construction limits. The Contractor shall conduct all work such that means of facility ingress and egress are always maintained for all surrounding buildings.

The Contractor shall be responsible for providing suitable, approved signs, barricades, roped barriers, etc., to warn occupants of hazardous areas at the job site for the entire duration of the contract at no additional cost to the Government.

1.4.6 Site

1.4.6.1 Upon acceptance of work in Construction, the Contractor shall demobilize and remove all trailers, site storage, temporary fencing, etc. and restore/return site to pre-construction conditions.

1.4.6.2 Management Plan: The Contractor shall have the responsibility to prevent freezing of utility lines and stoppages in sanitary sewer lines during construction operations. A management plan outlining the Contractor's methods of achieving this work shall be submitted for Government approval. Upon completion and prior to final inspection, the Contractor shall flush all lines and prove flow through the lines.

1.4.7 Fire Prevention, Safety and Security

1.4.7.1 The contractor shall be responsible for ensuring that all construction openings, penetrations, and door and window openings in the work area are secure and weather tight.

1.4.7.2 All existing life safety systems for fire alarm, and fire suppression shall remain functional at all times. Work which will disturb any suppression or alarm system requires approval by the Contracting Officer.

1.4.7.5 The Contractor shall comply with the requirements of National Fire Protection Association regulation, NFPA 241, "Standard for Safeguarding Construction, Alteration, and Demolition Operations" for the handling and storage of combustible supplies, materials, and waste. The Contractor shall insure his employees know how to initiate a fire alarm.

1.4.7.6 The Contractor shall comply with the provisions of the US Army Corps of Engineers Manual, EM 385 1-1, most recent edition, entitled "Safety and Health Requirements," and all subparts of Code of Federal Regulations 29 CFR 1910, and Code of Federal Regulations 29 CFR 1926, and will take such additional measures as the CO may determine to be necessary for the safety.

1.4.7.7 Safety Data Sheets (SDS) shall be obtained by the contractor for all hazardous materials to be used in the performance of this contract in accordance with Federal Acquisition Regulation FAR 52.223-3. These SDS and an inventory of hazardous material shall be provided to the CO prior to bringing the material on site. MSDS shall be maintained at the job site and available to all employees and inspectors. The contractor must have an active Hazardous Communication Program place for all employees as required by Code of Federal Regulations 29 CFR 1910.1200.

1.4.7.8 For entry into confined spaces such as manholes and vessels the contractor is required to present a confined space entry program in accordance with Occupational Safety and Health Administration OSHA Title 29 of the Code of Federal Regulations 1910.146. The program must be approved by the Contracting Officer. The contractor shall perform gas free testing prior to entry by any personnel. All personnel shall use tripod and harness devices when entering manholes.

1.4.7.9 The Contractor shall establish and adhere to a Lockout and Tag-out program that effectively disables machinery, utilities, and equipment to prevent unexpected energization, start-up, and release of stored energy. The Lockout and Tag-out program shall comply with the Code of Federal Regulations

29 CFR 1910.147, Control of Hazardous Energy, and the National Safety Council.

1.4.7.10 The contractor is responsible for the installation and maintenance of vehicle and pedestrian barriers at the perimeter of the work areas as needed for safety and security.

1.4.8 Site-Specific Safety Plan (SSSP)

1.4.8.1 The contractor shall prepare and submit a Site-Specific Safety Plan (SSSP) that includes the following safety considerations:

a) Safety barriers, such as traffic safety water filled jersey style barriers, traffic cones, and or yellow plastic tape, to mark off the work areas.

b) Construction safety vests and hard hats

c) Steel toed boots

d) Safety eyewear

e) Hearing protection

f) Hand washing station

g) Spill containment kit

h) First aid kit

i) Fire extinguishers

j) Chemical resistant gloves

k) Smoking areas/No smoking areas

l) Dust and sound control measures including temporary partitions, negative air pressure machines, and EHPA vacuum cleaners.

1.4.9 Protecting Unclassified DoD Data

All DoD and Government data that is shared, stored, or created on non-DoD information systems must be protected and any breach or loss of that data must be reported. The project delivery team shall comply with the security requirements defined in DoD Instruction 8582.01.

1.4.10 Hazardous Material Survey Requirements and Responsibilities

1.4.10.1 Hazardous Materials: Hazardous materials surveys have not identified hazardous materials in Building 334. If the presence of hazardous materials are detected, the project delivery team shall stop work in the immediate area and report any such conditions to the contracting officer.

1.4.10.2 Notification: The Contractor shall cease work and notify the Contracting Officer upon discovery of any suspected lead-based paint, asbestos containing material and regulated waste material, not identified in this contract, thought to be hazardous to workers or personnel in the area. The Government will take steps, as appropriate, to ascertain the material's composition and determine future actions necessary.

1.4.10.3 Asbestos: Should the Contractor encounter/suspect previously unidentified Asbestos Containing Material (ACM) that must be disturbed to comply with the contract documents, the Contractor shall cease all work which would disturb the suspect material and shall immediately notify the Contracting Officer.

1.4.10.4 Lead Based Paint: Should the Contractor encounter/suspect previously unidentified lead-based paint that must be disturbed to comply with the contract documents, the Contractor shall cease all work that would disturb the suspect material and shall immediately notify the Contracting Officer. The Government will take steps, as appropriate, to ascertain the material's composition and determine future actions necessary.

1.4.10.5 Hazardous Material Reports: Previously completed Hazardous Material Reports performed are available upon request from the Government.

However, no hazardous materials have been reported in the Asbestos Reports (1992, 1996, 2021) for building 334.

1.4.11 Existing Work

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4.12 Code Compliance

The project delivery team shall comply with all applicable federal, state, and local laws; statutes; Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies.

1.4.13 References

The project delivery team shall utilize the National Institute of Building Sciences Whole Building Design Guide Construction Criteria Base (CCB) Unified Facility Criteria (UFC) and all related libraries.

Work shall comply with the most recent editions of the following codes and publications in effect at the time of solicitation:

A. BUILDING CODES:

INTERNATIONAL BUILDING CODE (IBC)

INTERNATIONAL EXISTING BUILDING CODE (IEBC)

INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

INTERNATIONAL FIRE CODE (IFC)

INTERNATIONAL MECHANICAL CODE (IMC)

INTERNATIONAL PLUMBING CODE (IPC)

NATIONAL ELECTRIC CODE (NEC)

B. GAFB INSTRUCTION:

GAFBI 32-2001 Goodfellow AFB Base Fire Protection Program GAFBI 31- 102 Installation Security Instruction

C. GOODFELLOW AIR FORCE BASE FACILITIES STANDARDS

Goodfellow AFB Installation Facilities Standards, 2020 edition Base Standardization of Building/Utility Distribution Systems (CE Regs), June 2021

D. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 - Standard for Portable Fire Extinguishers

NFPA 70 - National Electric Code (NEC)

NFPA 101 - Life Safety Code

NFPA 220 - Standard on Types of Building Construction NFPA 241 - Safeguards During Construction

NFPA 241, "Standard for Safeguarding Construction, Alteration, and Demolition Operations

E. OCCUPATIONAL SAFETY & HEALTH (OSHA)

OSHA STD 29 CFR 1910 and 1926

OSHA STD 29 CFR 1910.252 Welding, Cutting and Brazing (General Requirements) OSHA requirements found in 29 CFR 1910 (1910.146 and 1910.147) and 29 CFR 1926

F. UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01 General Building Requirements

UFC 1-300-02 Unified Facilities Guide Specifications Format Standard UFC 3-101-01 Architecture

UFC 3-101-01 Architecture

UFC 3-120-01 Interior

Design

UFC 3-190-06 Protective Paints and Coatings

G. UNITED STATES ARMY CORPS OF ENGINEERS

USACE Health and Safety Manual (EM 385-1-1)

H. U.S. AIR FORCE INSTRUCTION (AFI):

AFI 32-7086 Hazardous Materials Management AFI 40-102 Tobacco Free

Living AFI 91-203 US Air Force Occupational Safety Instruction

I. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) INTERNATIONAL

J. ASTM C881/C881M (2020a) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM D1652 (2011; E 2019) Standard Test Method for Epoxy Content of Epoxy Resins

ASTM D4259 (2018) Standard Practice for Preparation of Concrete by Abrasion Prior to Coating Application

ASTM E303 Standard Test Method for Measuring Surface Frictional Properties using the British Pendulum Tester

K. Society for Protective Coatings/NACE International (NACE)

SSPC-SP 13/NACE No. 6 (1997) Joint Surface Preparation Standard, Surface Preparation of Concrete.

1.4.14 General Requirements

Refer to Section 01 00 00 GENERAL REQUIREMENTS of the Specifications for general performance conditions pertaining to this contract.

1.4.15 Job Meetings

Refer to Section 01 12 17 JOB MEETINGS of the Specifications for conducting weekly job progress meetings during the construction phase.

1.4.16 Utilities

Refer to Section 01 18 00 UTILITIES of the Specifications for identification, interruption, and use of utilities.

1.4.17 Environmental Protection

Refer to Section 01 56 00 ENVIRONMENTAL PROTECTION of the Specifications for environmental protection conditions pertaining to this contract.

1.4.18 Temporary Environmental Controls

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS of the Specifications for control of environmental pollution that the project delivery team must consider for air, water, and land resources.

1.4.19 Infection Control

Refer to Section 01 01 10-IC INFECTION CONTROL of the Specifications for controls to limit spread of infectious and airborne pollutants during construction.

1.4.20 Closeout Requirements

Refer to Section 01 78 00 CLOSEOUT SUBMITTALS of the Specifications for contract closeout submittals and requirements.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

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.

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 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

1.9

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 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 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 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 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 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 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.

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

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, http://www.epa.gov/cpg/

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”.

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…