26-7001 - Repair Water Tower Specs Sheet and SOW.pdf.pdf

Specification Manual / Statement of Work

(SOW)

JCGU 26-7001, Repair Water Tower B738 (West) Goodfellow AFB, TX

Prepared by:

Engineering Flight (CEN) 17th Civil Engineer Squadron

460 Kearney Blvd, B3511 Goodfellow AFB, TX 76908

Date: 7/17/2026

Repair Water Tower B738 (West)

Goodfellow AFB, TX

JCGU 26-7001

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JCGU 26-7001, Repair Water Tower B738 (West) April 21, 2026

TOC-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

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

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 QUALITY CONTROL

01 56 00 ENVIRONMENTAL PROTECTION

01 45 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 83 33.13 LEAD-BASED PAINT REMOVAL AND DISPOSAL

DIVISION 05 – METALS

05 05 00 METAL FABRICATIONS

DIVISION 09 – FINISHES

09 91 01 ELEVATED WATER STORAGE TANK REPAINTING

-- End of Project Table of Contents --

JCGU 26-7001

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DOCUMENT 00 01 15 Page 1

Emergency Repairs to Water Tower B738 (West) JCGU 26-7001

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 SITE STAGING PLAN

G-003 GENERAL NOTES (WATER TOWER SPECIFIC)

G-004 SAFTEY NOTES (WATER TOWER SPECIFIC)

1.3 SUPPLEMENTRY DRAWINGS

Supplementary drawings may not be a part of the contract but may be provided upon request for information.

1.3.1 Reference Drawings

Reference drawings intended only to show the original construction are available upon request. Any drawings provided are the property of the Government and must not be used for any purpose other than that intended by the contract.

-- End of Document --

01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

(1) GENERAL

1.1 SCOPE OF WORK

The work covered by this specification consists of furnishing all materials, tools, rigging, equipment, labor, management and supervision to repaint the interior of a 400,000-gallon multi column elevated water storage tank in connection with “JCGU 26-7001 Emergency

Repairs to Water Tower B738(West)” located on Goodfellow AFB, TX

76908-4104 in strict accordance with these specifications and drawings and subject to the terms and conditions of this contract.

1.2 LOCATION

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

This base is accessible by public highway.

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

01 00 00 Page 2

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.

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.

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 REGLATIONS

All work shall be in strict compliance with NFPA-101. The Contractor shall use no explosives or fire in performing the work. Reference FAR

52.236-13 Accident Prevention.

1.9 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

01 00 00 Page 3 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. 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.

1.10 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.

1.11 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.

1.12 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 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

Contractor shall provide signage 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. The

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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.

(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.

1.13 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.

1.14 TOILET FACILITIES

There are no toilet facilities available for Contractor use.

Contractor shall provide his own portable/temporary toilet facilities.

1.15 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

01 00 00 Page 5 and storage area(s) in a clean, neat, and workmanlike condition satisfactory to the Contracting Officer.

1.16 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.

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

1.18 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.

C. Construction site is not located within a secure area. All contractor

01 00 00 Page 6 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.

1.19 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.

1.20 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.

1.21 CONTRACTOR INSTALLATION ACCESS 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

1.22 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.

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1.23 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.

1.24 SUBMITTALS REQUIRED

The contractor shall be responsible for initiating and processing for approval a Work Clearance Request AF Form 103 through 17 CES/CEPM 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, Project Management Element (CENM) 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.

1.25 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.

1.26 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. Reference Section 01

35 26 Governmental Safety Requirements.

1.27 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.

1.28 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.

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1.29 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 385-1-1.

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. 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.

1.30 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.

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf https://www.ecfr.gov/current/title-29/subtitle-B/chapter-XVII/part-1926/subpart-CC?toc=1 https://www.ecfr.gov/current/title-29/subtitle-B/chapter-XVII/part-1926/subpart-CC?toc=1 https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

01 00 00 Page 9

Maintain historical SLPs for a minimum of three months.

2. Critical Lift Plan (CLP) - 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.

1.31 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.

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

01 00 00 Page 10 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.

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 structural, 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.

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SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for project delivery team quality control approval. Required submittals are identified in the Specification Sections listed by Division of work defined in Section 00 00 00, Table of Contents.

1.2 PROJECT LOCATION

1.2.1 The work is located on the West side of Goodfellow AFB near the intersection of Hornet St. and Ft. Phantom Hill Ave. and can be accessed through the double gate on the north end of B736.

1.3 CONTRACT PERFROMANCE PERIOD

1.3.1 The total contract performance period is 120 calendar days.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 General Description of Work

The project consists of repairing and repainting the interior of a 400,000-gallon multi-column elevated water storage tank, including the main center column and stem. Work includes complete surface preparation, removal of existing coatings, and application of new interior protective coatings to restore structural integrity and ensure compliance with potable-water standards. Metal fabrication repairs are required to replace the overflow stub pipe, install a new riser access manway, replace the internal riser access ladder, and install new steel bar safety grating. These upgrades are necessary to meet current NFPA and OSHA requirements and to ensure safe access, proper overflow function, and long-term operational reliability of the elevated water storage tank.

1.4.2 Contractor Site Mobilization

As shown on Drawing Sheet G002, the area around the Water Tower, B738 will be available for Contractor to submit for a proposed lay-down area upon signing contract NTP. There is an existing perimeter fence located at the base of the water tower along with an existing pump house. This fenced area can be used for dry storage materials and equipment. At no time shall the contractor use the pump house for any type of storage. Also, no flammable liquids shall be left unsecured or without supervision on site. All flammable liquids shall be properly containerized and stored in an enclosed contractor owned cabinet\trailer. New materials shall be secured and protected in this controlled area. If additional space is needed the contractor shall submit for government approval the proposed area the contractor would like to utilize.

This new area shall be contractor controlled and be secured at the end of each day. The Contractor shall locate the project office and material storage in this lay-down area. Note the Contractor shall be responsible for security monitoring and logging everyone entering this controlled area

SECTION 01 11 00 Page 2 during Construction. Any existing site improvements altered by the presence of the fence shall be restored to their original condition and appearance.

If the Contractor requires additional outside storage space, they shall contact the Contracting Officer with a written request to include a single-line site plan diagram with specific dimensions. Note there is no existing on-base building storage space available.

Temporary fencing used by the Contractor to delineate construction site-controlled area shall be securely anchored with tension wires and posts as required to prevent sagging and an unsightly appearance. Fencing shall be 6’-0” high portable chain link with portable interlocking panels, (no concrete footings) and 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 adjacent facilities. All adjacent buildings will remain occupied during duration of this contract. 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.

Under no circumstances shall the Contractor block or alter existing parking areas or sidewalk of any facilities around the project work site.

1.4.3 Site

1.4.3.1 Upon acceptance of work the Contractor shall remove all trailers, site storage, temporary fencing, etc. and restore/return site to pre-construction conditions including but not limited to re-establishment of turf.

1.4.3.2 A written notification regarding all water, gas, power, or communication outages must be submitted by the Contractor (14) fourteen calendar days in advance to the Contracting Officer, unless otherwise noted herein.

1.4.3.3 Management Plan: A management plan outlining the Contractor’s methods of achieving this work shall be submitted for Government approval.

1.4.4 Fire Prevention, Safety and Security

1.4.4.1 The contractor shall be responsible for ensuring that

SECTION 01 11 00 Page 3 all construction openings in the work area are secure.

1.4.4.2 N\A – Fire Alarm Systems.

1.4.4.3 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.

1.4.5 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.

1.4.6 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. SDS 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 Confined Space: 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.

1.4.8 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.

1.4.9 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.

1.4.10 Site-Specific Safety Plan (SSSP)

1.4.10.1 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

SECTION 01 11 00 Page 4

f) Eye and Hand-washing stations

g) Spill containment kit

h) First aid kit

i) Fire extinguishers

j) Chemical resistant gloves

k) Smoking areas/No smoking areas

1.4.11 Hazardous Material Survey Requirements and Responsibilities

1.4.11.1 Hazardous materials surveys have not identified hazardous materials in Building 738. 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.

1.4.11.2 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.

1.4.11.3 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.

1.4.11.4 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.

1.4.11.5 Hazardous Material Reports: Previously completed Hazardous Material Reports performed are available upon request from the Government. However, no hazardous materials have been reported in current government records.

1.4.12 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.

1.4.13 Code Compliance

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

SECTION 01 11 00 Page 5 manuals, handbooks, regulations, guidance, and policies.

1.4.14 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.

Design and construction 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. GOODFELLOW AIR FORCE BASE FACILITIES STANDARDS

Goodfellow AFB Installation Facilities Standards, 2020 edition

Base Standardization of Building/Utility Distribution Systems (CE Regs), June 2021

C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 – Fire Code

NFPA 10 – Standard for Portable Fire Extinguishers

NFPA 51B – Standard for the Fire Prevention during welding, cutting, and other hot work NFPA 70 – National Electrical Code

NFPA 90A – Installation of Air Conditioning and Ventilating Systems NFPA

96 – Standard for Ventilation Control and Fire Protection NFPA 99 – Electrical Resistance Testing

NFPA 101 – Life Safety Code NFPA 170 – Fire Safety Symbols NFPA 220 – Standard on Types of Building Construction NFPA 241 – Safeguards During Construction

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

NFPA 291 – Recommended Practice for Water Flow Testing and Marking of Hydrants

D. 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

E. UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-230-01 (3) Water Storage and Distribution w/ change 3 UFC

03-230-09A Water Supply and Water Storage

F. UNITED STATES ARMY CORPS OF ENGINEERS

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

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

SECTION 01 11 00 Page 6

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

AFI 91-203 US Air Force Occupational Safety Instruction

1.4.15 General Requirements

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

1.4.16 Job Meetings

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

1.4.17 Utilities

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

1.4.18 Construction Progress Schedules

Refer to Section 01 32 16.00 SMALL PROJECT CONSRUCTION PROJECT SCHEDULES of the Specifications for design and construction scheduling requirements.

1.4.19 Submittal Procedures

Refer to Section 01 33 00 SUBMITTAL PROCEEDURES of the Specifications for design and construction scheduling requirements.

1.4.20 Governmental Safety Requirements

Refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS of the Specifications for applicable construction safety requirements.

1.4.21 Quality Control Procedures

Refer to Section 01 45 00.00 QUALITY CONTROL of the Specifications for applicable contractor and designer quality control requirements.

1.4.22 Environmental Protection

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

1.4.23 Temporary Environmental Controls

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

1.4.24 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

--- End of Section ---

01 12 17 Page 1

SECTION 01 12 17

JOB MEETINGS

PART 1 - GENERAL

1.1 DESCRIPTION:

The contractor’s site superintendent shall attend weekly job progress meetings with the Project Engineer/COR and the Contracting Officer (CO) at GAFB. The contractor’s construction manager may attend by telephone.

1.2 GENERAL REQUIREMENTS

A. Construction progress meetings facilitate discussion of issues that may affect the project cost or schedule. The primary purpose of the weekly job progress meetings is to resolve potential delay issues.

B. The contractor shall be prepared to discuss the following agenda topics:

1. Status of Construction

2. Activities in Progress

3. Delay Issues

4. Significant Requests for Information (RFIs)

5. Change Orders

6. Procurement Status (Shop Drawings/Submittals)

7. Safety

8. Action Items

2 The contractor shall prepare and submit a 3-Week Short-Interval

Production Schedule (SIPS) or Construction Activity Plan (CAP) at each week construction progress meeting to provide a more detailed day-to-day plan of current work in progress, and upcoming work identified on the Construction Schedule.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

SECTION 01 18 00 Page 1

SECTION 01 18 00

PROJECT UTILITIES (CONTRACTOR IDENTIFIED)

1. SCOPE: This section covers identification, interruption, and use of utilities.

2. IDENTIFICATION: The Government does not know the exact location of all utilities in the work area. The Contractor shall take reasonable precautions in determining the exact location of all existing utilities within the contract work area prior to any excavating, trenching, backfilling, or disturbance. Upon request by the Contractor, the Government shall furnish all available information in its possession concerning utilities in the contract work area. However, the accuracy of the information provided by the

Government is not guaranteed and is only intended to provide some measure of assistance to the Contractor. The Government does not have, nor will it provide, record drawings of Verizon telephone cable plant and Suddenlink cable. The Contractor shall call 17 CS/SCMP at 325-654-3010 a minimum of five (5) calendar days in advance to have underground communications cable routes marked. In addition, the Contractor shall also notify 1-800-DIG-TESS.

In the event the Contractor identifies utilities in the contract work area, which interfere with the newly proposed construction, the Contracting Officer shall be immediately notified, and the Government will take necessary corrective action at no cost to the Contractor.