Attachment 1 - SOW B334 Install GEN and ATS - (Updated version).pdf

STATEMENT OF WORK

FOR

PROVIDE STANDBY GENERATOR AND AUTOMATIC

TRANSFER SWITCH (ATS), B334

WESTERN WINDS DINING FACILITY

PROJECT NUMBER 1046229

JUNE 2024

PREPARED BY:

17TH CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

Table of Contents

PART 1.0 – SCOPE OF WORK

PART 2.0 – PRODUCTS

PART 3.0 – EXECUTION

PART 4.0 – SPECIAL CONDITIONS & PERMITS

PART 5.0 - SITE MAINTENANCE

PART 6.0 - CONSERVATION

PART 7.0 – RESPONSIBILITY

PART 8.0 - COMPLETION OF WORK

ATTACHMENT 1 – UTILITIES

ATTACHMENT 2 – ENVIRONMENTAL

ATTACHMENT 3 – GREEN PURCHASING

Project Attachments:

1. Statement of Work

2. AF Form 66

3. Project Drawings:

a. TE-1: DWGS B334 Site Plan

b. TE-2: DWGS B334 One-Line Diagram

c. TE-3: DWGS B334 Concrete Pad Diagram

d. TE-4: DWGS B334 Panel Schedule

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STATEMENT OF WORK

FOR

PROVIDE STANDBY GENERATOR AND

AUTOMATIC TRANSFER SWITCH (ATS), B334

WESTERN WINDS DINING FACILITY

JUNE 2024

PREPARED BY:

17TH CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

PART 1.0 – SCOPE OF WORK

1.1 GENERAL: The work to be performed under this contract and in accordance with this Statement of Work shall consist of furnishing all necessary parts, labor, tools, transportation, supplies, supervision, equipment, materials, and incidentals necessary for providing all work shown in the project documents, and all applicable codes, regulations, standards, and criteria in effect at the date of solicitation.

1.2 PROJECT DESCRIPTION: The Scope of Work includes providing and installing one (1) new commercial powered diesel engine 500 kW, 120/208 Volt, 60 Hz, 2000-Amp, GENSET generator system, Integral and Sub-base Fuel Tank, Sound Attenuated Enclosure, and Automatic Transfer Switch (ATS). Contractor shall reconfigure B-334 existing electrical utility service by connecting newly installed generator feed and existing transformer feed to newly installed ATS. Connect ATS to existing switchgear located inside main mechanical room. Refer to Project attachments for details regarding above mentioned locations. Provide a fully operational, automated auxiliary power source, ensuring standby power in the event of electrical utility power failure.

1.3 LOCATION: Goodfellow Air Force Base is located in Tom Green County, on the southeast side of San Angelo, TX. and is bounded to the north by Highway #388 (Paint Rock Rd.), to the west by Fort McKavitt Rd and Bell Street/Christoval Road, to the south by Highway #1223 (San Antonio Hwy.) and to the east by the eastern city limits. Work location in Western Winds Dining Facility (DFAC) Building 334 at 163 Farrow St. Goodfellow AFB, TX 76908.

1.4 WORK AND MECHANICS: The work for this project shall be executed in the best and most workmanlike manner, by qualified and efficient mechanics/tradesmen, skilled in their respective trades. Only certified journeymen in each respective trade, or apprentices under the direct supervision of certified journeymen, shall be permitted to install and/or supervise installation for this project. Individual trade work for this project shall be performed and quality maintained by

Page | 2 the applicable trade, only. All trades shall coordinate their work with that of other trades. The Contractor shall coordinate and perform all operations in a manner that will result in a professional and expeditiously completed project. The work shall be in strict accordance with prevailing industry standards and manufacturer’s instructions.

1.5 PERFORMANCE PERIOD: The Performance Period for the Basic CLIN shall be two hundred and forty (240) calendar days. See Project Documents: CLIN Schedule for additional information.

1.6 WORKING CONDITIONS:

1.6.1 Project Background: Western Winds is a base dining facility open 7 Calendar days a week/everyday, 365 days year-round, and will maintain complete occupancy and operability during project performance.

1.6.2 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. Also, the contractor shall always ensure safe pedestrian/troop marching access to the Troopwalk. Refer to project drawings.

1.6.3 Under no circumstances shall the contractor block the parking lot of B334.

1.6.4 Troop Walk Caution: Contractor shall NOT open cut of troop walk under any circumstances, as this is a Marching Troop walk.

1.6.5 Working Hours: Contractor will normally be between the hours of 7:30 A.M. and 4:30 P.M.

excluding Saturdays, Sundays, Federal holidays, and days designated as “Family Days” by Air Education and Training Command (AETC). See the table below for reference for the 2024-2026 dates and refer to Section H of the solicitation/contract document for further information on working days. Any holiday falling on a Saturday will be observed the preceding Friday. Any Holiday falling on a Sunday will be observed the following Monday.

If the Contractor desires to work during periods other than above, a request must be made to the Contracting Officer in writing three (3) calendar days in advance of his/her intention. If the required base personnel are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

2024 2025 2026

Federal Holiday Holiday Family Holiday Family Holiday Family

New Year’s Day 01 Jan 02 Jan 01 Jan - 01 Jan 02 Jan

Martin Luther King’s B-day 15 Jan - 20 Jan - 19 Jan

Washington’s Birthday 19 Feb - 17 Feb - 16 Feb

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Memorial Day 27 May 24 May 26 May 23 May 25 May 22 May

Juneteenth 19 Jun - 19 Jun 20 Jun 19 Jun 22 Jun

Independence Day 04 Jul 05 Jul 04 Jul 07 Jul 03 Jul 06 Jul

Labor Day 02 Sep 30 Aug 01 Sep 29 Aug 07 Sep 04 Sep

Columbus Day 14 Oct - 13 Oct - 12 Oct

Veterans Day 11 Nov - 11 Nov - 11 Nov

Thanksgiving Day 28 Nov 29 Nov 27 Nov 28 Nov 26 Nov 27 Nov

Christmas Day 25 Dec 24&31 25 Dec 26 Dec 25 Dec 24&31

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 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.

1.6.6 WORKER SAFETY CONSIDERATIONS: All Contractor operations shall be conducted and performed in accordance with Department of Labor, OSHA requirements found in 29 CFR 1910 (1910.146 and 1910.147) and 29 CFR 1926, and Air Force Occupational Safety & Health (AFOSH) standards including AFI 91-203, Air Force Consolidated Occupational Safety Instruction. The Contractor shall also ensure that all work is performed in accordance with project identified national standards, military manuals, instructions, pamphlets, standards, and handbooks, and with the edition in effect on the date of this solicitation of the Corps of Engineers (COE) Safety Manual 385-1-1. All job sites are subject to inspections by the Department of Labor.

In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply.

1.6.7 WORKER’S COMPENSATION LAWS: All companies who conduct business within the state of Texas must, in accordance with Texas Worker’s Compensation laws (Texas House Bill 62), have an approved Company Safety Policy and an Accident Prevention Plan. In addition to meeting the TWCC requirements, the plan must also include the requirements of Safety Manual EM 385-1-1.

1.6.8 VIOLATIONS OF SAFETY & HEALTH STANDARDS: Resolution of Department of Labor citations for violations of Occupational Safety and Health Standards is a Contractor responsibility and shall provide for no basis of a claim against the Goodfellow AFB.

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1.6.9 TOILET FACILITIES: There are no toilet facilities available for Contractor use. Contractor shall provide their own portable/temporary toilet facilities. Location of portable toilet facilities shall be within the Contractor Mobilization/and or Storage area.

1.7 TOBACCO USE ON AETC FACILTIES: 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. Locations of designated smoking areas can be provided upon request.

1.8 WORK AREA ACCESS: Government escorts are not needed in this area.

1.9 SECURITY FORCES: The Contractor shall always comply with base law enforcement and security requirements to include base pass requirements.

1.9.1.1 BASE ACCESS REQUIREMENTS: Goodfellow Air Force Base is a closed/controlled access base. The Government will conduct security/background checks on all construction personnel as required. Requirements are subject to change dependent upon current world situations, potential threats, and base exercises. Contractor 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 primary point of contact for passes.

1.9.1.2 INSTALLATION ACCESS PASS: Before arrival, a government card-holding person 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 applicant. The BAL will include pertinent visitor information, reason for entry, frequency of entry, destination, times each day requiring entry, and duration of request.

1.9.1.3 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.

1.9.1.4 DENIAL APPEAL PROCESS. When denied access, contract visitors will be informed to report back their manager. If the contract worker and management are considering an appeal, it will be submitted by letter to the 17 SFS Commander, within 30 days of access denial. The 17 TRW/CC will approve/disapprove all appeals for entry.

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1.9.1.5 ABNORMAL WORK SCHEDULE: For access on non-duty hours or down days:

a) Identify which workers need access for times not listed in 1.6 WORKING

CONDITIONS.

b) Ensure only workers that are already vetted are on the Extended-Hours request (no new personnel). New personnel require a new BAL and formal vetting.

c) Complete the “After Hours” BAL for workers requiring down day access to the installation.

If deliveries are not made during the operational hours listed in the paragraph NORMAL WORK SCHEDULE, the request may be declined.

1.9.1.6 PASS HANDLING: All BALs have a duration not to exceed 180 days. When an employee is no longer employed by the Contractor or Sub-Contractor, all ex-employee passes are to be returned to the Government. If an issued pass is not returned, the Contract Officer may withhold funds, or the Installation Commander may consider debarment to the installation.

1.10 SAFETY: All Contractor operations shall be conducted and performed in accordance with Department of Labor, OSHA requirements found in 29 CFR 1926 (and 1910 if applicable), and

Air Force Occupational Safety & Health (AFOSH) standards including AFI 91-203, Air Force Consolidated Occupational Safety Instruction. The Contractor shall also ensure that all work is performed in accordance with project identified national standards, military manuals, instructions, pamphlets, standards, and handbooks, and with the edition in effect on the date of this solicitation of the Corps of Engineers (COE) Safety Manual 385-1-1. In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply.

Resolution of Department of Labor citations for violations of Occupational Safety and Health Standards is a Contractor responsibility and shall provide for no basis of a claim against the Government.

1.11 OPERATIONS SECURITY (OPSEC) REQUIREMENTS: Not applicable

1.12 REFERENCES: The Contractor shall identify and comply with all applicable federal, state, and local laws; statutes; Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies. The Contractor shall comply with the National Institute of Building Sciences’ Whole Building Design Guide Construction Criteria Base Unified Facility Criteria (UFC) and all related libraries. It is the Contractor’s responsibility to identify and comply with all applicable requirements.

In addition to the documents referenced above, all publications listed herein shall be the most current editions in effect at the time of solicitation and form a part of this SOW:

AFI 32-2001 Air Force Fire Protection Program AFMAN 32-1062 Electrical Systems, Power Plants, and Generators

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NFPA 70 (NEC)

� Article 100 Definitions � Article 110 General Requirements for Electrical Installations � Article 250 Grounding and Bonding � Article 701 Legally Required Standby Systems

NFPA 37 Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines

NFPA 110 Standard for Emergency and Standard Power Systems UFC 1-300-08 Criteria for transfer and Acceptance of DoD Real Property UFC 3-540-01 Engine-Driven Generator Systems for Prime and Standby

Power Applications UFC 3-600-1 Fire Protection during Construction UFC 3-540-07 Operation and Maintenance Underwriters Laboratories, LLC. (UL)

� UL 1008 Standard for Switchboards � UL 891 Transfer Switch Equipment

1.13 SITE VISITS: The Contractor may visit the premises to become thoroughly familiar with details of the work and working conditions, verify dimensions in the field, and shall advise the Contracting Officer of any discrepancies before starting the work.

PART 2.0 – PRODUCTS

2.1 REFERENCES TO MATERIALS, MANUFACTURERS AND PRODUCTS: Materials shall be the standard product of manufacturer’s regularly engaged in the manufacture of such products.

The products furnished shall meet the quality and specifications indicated herein.

1. Standby Diesel Generator Set (Brand: CAT):

a. Standby Diesel Generator: 500 kW / 208 Volts / 60 Hz, Model:

C15 or approved equal, In-line 6, 4-cycle diesel. Dimensions: Refer to project drawings, 9623 lbs.

i. Dimensions to be in accordance with the project attachment.

ii. Provide Manufacturer’s Specifications for C-15 Model or approved equal Diesel.

iii. Provide service manual and instruction for operation and maintenance of the Standby Diesel Generator Set and in accordance with UFC 3-540-07

iv. Provide warranty information, including duration on parts, labor, and materials.

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b. Integral and Sub-base Fuel Tank: 24 HR, Dual Wall, Total Capacity: 3,941 Liter/1,041 Gallon; Useable Capacity: 3,876 Liter/1,024 Gallon, Tank: Dry Weight - 3,657 lb.

i. Dimensions to be in accordance with the project attachment.

ii. Provide Manufacturer’s Specifications for Model: FTDW005_1 or approved equal.

iii. Provide service manual and instruction for operation and maintenance of the

iv. Integral and Sub-base Fuel Tank and in accordance with UFC 3-540-

v. Provide warranty information, including duration on parts, labor, and materials.

c. Sound Attenuated Enclosure: 500 ekW / 60 Hz / 14332 lb. Steel, 24 HR SubBase Fuel/Tank Base.

i. Dimensions to be in accordance with the project attachment.

ii. Provide Manufacturer’s Specifications for C15 or approved equal.

iii. Provide service manual and instruction for operation and maintenance of the Sound Attenuated Enclosure.

iv. Provide warranty information, including duration on parts, labor, and materials; Ensure that the warranty includes hail guard.

2. Automatic Transfer Switch (ATS): 120/208volt, 2000amp, 3 phase, 4 pole, service entrance-rated, switched neutral, shall operate in open transition (break-before-make) scheme.

During power transfer, the flow of electricity is interrupted for a split second, preventing the possibility of back-feeding, and is required for a separately derived system.

a. Provide Manufacturer’s Specifications for ASCO or approved equal.

b. Provide service manual and instruction for operation and maintenance of the

ATS system.

c. Provide warranty information, including duration on parts, labor, and materials.

3. Firestops: Furnish and install tested and listed firestopping systems, combination of materials, or devices to form an effective barrier against the spread of flame, smoke and gases, and maintain the integrity of fire resistance rated walls, partitions, floors, and ceiling floor assemblies, including through-penetrations and construction joints and gaps.

a. Through-penetrations include the annular space around pipes, tubes, conduit, wires, cables and vents.

b. Construction joints include those used to accommodate expansion, contraction, wind, or seismic movement; do not allow firestopping material to interfere with the required movement of the joint.

Gaps requiring firestopping include gaps between the curtain wall and the floor slab and between the top of the fire-rated walls and the roof or floor deck above and at the intersection of shaft assemblies and adjoining fire resistance rated assemblies.

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4. Concrete Pad requirements:

a. Dimensions to be in accordance with the project attachment.

b. Concrete slab shall be steel bar reinforced to support a distributed load of

34,515 lbs.

c. Concrete slab shall be smooth edged, broomed finish.

d. Concrete slab shall extend past the edge of the generator to the metal fencing panel posts.

e. Concrete slab shall have a slump of 4” and compressive strength for 3000 psi.

5. Metal Fence Panel:

a. Dimensions to be in accordance with the project attachment.

b. The surrounding wall shall be as described in plans per NFPA 37.

a. Provide manufacturer cut sheet and three (3) samples of metal panel specified.

b. Fence should be place 3” outside of the Enclosure on the North, West, and South sides with the East side left open.

6. Electrical Panel: Refer to Project Attachments for new equipment in accordance with the latest edition of the National Electric Code and NEMA Compliant. Contractor shall purchase Square D brand or approved equal. All secondary and primary service shall be in PVC ducts using type URD cable with concentric neutral compatible with the existing system. Provide for new panels with complete directory, new electrical wiring, junction boxes, and duplex outlets in the Mechanical Room II.

PART 3.0 – EXECUTION

3.1 GENERAL: All work shall be performed as shown and in accordance with the manufacturer’s diagrams and instructions, unless otherwise specified. The Contractor shall field verify all dimensions and site conditions. The Contractor shall provide all labor, materials, tools and equipment required to perform all dismantling, repairs and installation as listed in this statement of work.

3.1.1 GENERATOR SET (GENTSET) – Generator and Engine Combination Provide and install new from factory one (1) fully integrated 500 kW diesel powered standby commercial generation system GENSET to include, but not be limited to: weather protected and sound attenuated enclosure, battery, charger, muffler, day tank, and external/base tank, as needed for complete and functional system:

1. Standby generator and ATS system shall be a separately derived system, having no connection to primary power feed from existing transformer.

2. Contractor shall provide and install a grounding electrode conductor. (Ref. Sec.

3.3.10)

3. Generator shall include an automatic battery charging means independent of the GENSET. (NEC 70 Sec. 701.12 (D)(3)).

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4. Provide all wiring, conduit, connections, and other necessary materials resulting in a durable and reliable standby power generation system for building 334 DFAC.

5. GENSET equipment, materials and all electrical connections to building 334 shall meet all applicable codes, regulations, standards, and other criteria in effect at the date of this solicitation.

6. Contractor shall only use CATERPILLAR CORPORATE CONTACT CENTER

(CAT)

501 SW Jefferson St Peoria, IL, 61629 +1 (309) 675-2337 +1 (888) 614-4328 (toll free)

7. Contractor shall place 2-3 layers of ¾” plywood on the Troop walk to protect the transport of the generator from the laydown area to the project location.

8. Contractor shall place the generator on the Concrete slab per Section 2.1.6 after time allotted for setting.

9. Contractor shall maintain the generator 5’-0” from the building structure.

10. Contractor shall complete a first fill of the generator tank and maintain same after testing and up to project completion.

11. Generator shall be enclosed in a sound attenuated enclosure per Sec 2.1.3 12.

Contractor shall place the generator in an enclosure metal fence per Sec 2.1.7.

3.1.2 AUTOMATIC TRANSFER SWITCH (ATS):

1. Provide and install one (1) 120/208-volt, 2000 amp, 3 phase, 4 pole, service entrance-rated ATS.

2. ATS shall be of bypass isolation contactor type to include dual automatic switching mechanisms and compartmentalized steel barrier, providing redundancy for testing inspection and maintenance, and physical isolation from ATS, respectively.

3. ATS shall be service rated and contain a service entrance disconnect with switch mechanism and integral circuit breaker. ATS shall contain a switched neutral. (NEC 230)

4. ATS shall operate in an open transition (break-before-make) scheme per UFC 3-540-01 para 2.5.3.2.

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5. ATS shall be connected to existing switchgear in accordance with all applicable code’s regulations, standards, and criteria including NFPA and UFC.

6. ATS shall have UL 1008 and UL 891 labels and meet all applicable codes, regulations, standards and other criteria in effect at the date of this solicitation.

3.1.3 START-UP and TRAINING: Contractor shall provide, schedule, and arrange for factory certified start-up. Contractor will provide operational, and maintenance training as recommended by manufacturer and required by applicable codes including but not limited to, NFPA 110 (Level 2), NEC 230.95(C), NEC 250.30, and AFMAN32-1062. Ensure all operating, maintenance and parts manuals for installed equipment are provided.

3.2 DEMOLITION: Contractor shall saw cut and remove concrete areas, as indicated in the project drawings and specifications.

3.2.1 Remove existing pad, as described in the Project Attachments.

3.2.2 Remove two (2) existing fused disconnect switches.

3.3 INSTALLATION: All work shall be done with the building occupied and the work area unoccupied. The Contractor shall coordinate with the Contract Inspector prior to start of work.

1. AEP Texas is the utility owner and sole provider of the electrical distribution utility service on GAFB. All work on the system or facilities expected to connect to the system shall comply with the utility owner’s specifications and construction standards. Utility contact information: AEP Texas Utility

930 West 19th Street San Angelo, TX 76903

(325) 657-2800

2. Contractor shall coordinate with user on all required power outages well in advance.

3. Building 334 is served by a 750 kVA, 12.47 kV to 208/120, 3ɸ, 60 Hz, pad mount transformer supplied by AEP. The transformer feeds a 2000A, 208/120V, 3ɸ, main distribution switchboard, which feeds all associated electrical panels for the building (Refer Project Attachment)

4. Contractor shall install new concrete pad, as described in the project attachments and according to the project drawings and statement of work. Complete with necessary components for a complete and functional system.

5. Contractor shall remove and dispose of the two (2) existing fused disconnect switches located on the exterior south wall of main mechanical room in accordance with Sec. 5.2.

6. Contractor shall repair wall from damages due removal of both fused disconnects.

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7. Contractor shall install new from factory, one (1) new, fully integrated diesel engine powered 500 kW generation system, located behind building 334 on newly installed concrete pad and complete with necessary components for a complete and functional system. (see Project Attachment).

8. Contractor shall run power from spare circuit of existing Panelboard M in main Mechanical Room to generator battery charger. Circuit shall be run in conduit above ground, thru penetration in mechanical room wall to GENSET battery charger.

9. Coordinate the specified work with other trades. Apply firestopping materials, at penetrations of pipes and ducts, prior to insulating, unless insulation meets requirements specified for firestopping. Apply firestopping materials. at building joints and construction gaps, prior to completion of enclosing walls or assemblies. Locate cast-in-place firestop devices and install in place before concrete placement. Install pipe, conduit or cable bundles through cast-in-place device after concrete placement but before area is concealed or made inaccessible. Firestop material must be inspected and approved prior to final completion and enclosing of any assemblies that may conceal installed firestop.

10. Contractor shall provide and install a dedicated grounding electrode connection at the source location (generator) to one or more grounding electrodes. (NFPA 70)

11. Contractor shall install new from factory, one (1) 2000amp 3ɸ, 4 pole, with switched neutral, service entrance-rated disconnects and compartmentalized automatic bypass isolation switch. ATS shall be installed behind building 334 on exterior wall of existing mechanical room. (Refer Project Attachments).

12. ATS is required to be an open transition (break-before-make) system per UFC 3-540-01.

13. Existing utility feed from transformer is run via underground conduit to existing switchboard inside main Mechanical Room. Contractor shall disconnect transformer from switchboard and reroute transformer feed to ATS.

14. Contractor shall connect newly installed GENSET to newly installed ATS with above ground conduit.

15. Contractor shall connect ATS to existing switchgear panel “MAIN SWBD” located inside main Mechanical Room, providing a fully operational, automated auxiliary power source. (Refer to Project Attachments).

16. Contractor shall perform testing on newly installed 500 kW generator. Generator should operate under load for a minimum of thirty minutes.

17. Testing shall be conducted in the presence of the CEO with advanced notification of the scheduled testing to be conducted using facility load. A list of trained personnel shall be posted next to the generator to operate facility generators when generator operation by facility personnel is requested.

18. Contractor shall provide Government with all technical manuals, schematics and software.

(Refer to Section 3.6)

3.4 TESTING AND COMMISIONING: Costs of all tests, unless otherwise noted, shall be at the

Contractor’s expense. The Contractor shall schedule all tests and notify the COR in a timely manner prior to any required testing. All test results shall be submitted to the COR on AF Form

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3000, Material Approval Submittal per Section 3.6 herein. Testing laboratories must be licensed to operate in the State of Texas.

3.5 INSPECTION REQUESTS: Contractor shall provide the Government a minimum 24 hours written notice prior to the scheduled inspection. Any work that covers or inhibits the ability of a government inspector from completing his QA inspections under standard construction conditions is subject to removal and replacement at the Contractor’s expense.

3.5.1 QUALITY ASSURANCE: In all work performed, it is the Contractor’s responsibility to perform proper QC inspections throughout the project to ensure a quality product. The Government inspector is responsible for adequate Quality Assurance (QA) for the work accomplished. It is not the role of the Government to perform the Contractor’s QC for the project, especially during inspections. All work regarding meetings and inspections shall be performed by the Contractor in accordance with the attached Project Documents.

3.5.2 PRE-FINAL INSPECTIONS: The Contractor shall conduct a pre-final walk-through inspection and publish the pre-final inspection findings in a pre-final inspection report. The Contractor shall certify that 100% of the Contractor’s QC punch list is completed prior to requests for a Government pre-final inspection, with their completed QC punch list attached. The Contractor shall conduct a pre-final walk-through inspection with a Government representative and publish the inspection findings in a Government pre-final inspection report. Contractor shall comply with all applicable provisions listed in the attached Project Documents regarding prefinal inspection requirements. Pre-final inspection report shall include a list of Contractor warranty and manufacturer warranty books/certificates from newly installed equipment and materials. At the pre-final inspection, the Contractor shall present a draft DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for review. The Contractor shall be responsible for completing and submitting to the Government the Project Closeout Checklist during this Pre-Final Inspection.

3.5.3 FINAL INSPECTIONS: At the contract final inspection, there will be a joint GovernmentContractor inspection to include operational testing of all fire detection, plumbing, communications, electrical, mechanical devices, and equipment to ensure all facility systems are functioning and operable. Under no circumstances will Goodfellow AFB occupy or operate in any building areas under construction without consent from the Contractor or in emergency situations.

The Contractor shall certify that 100% of the pre-final punch list is completed prior to requests for a Government final inspection. The Contractor shall conduct a final inspection and publish the findings in a final inspection report (Punch List) in accordance with the format specified in the attached Project Documents. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final report. The final inspection report shall (1) certify that all items of the design have been implemented and that the construction is complete;

(2) include a record of as-built drawings and specifications verifying that all development standards have been met; (3) schedule to complete the punch list; (4) One year Contractor warranty and manufacturer books/certificates from newly installed equipment and materials. At

Page | 13 the final inspection, the Contractor shall provide a completed DD Form 1354, Transfer and Acceptance of Real Property to the Contracting Officer.

3.6 SUBMITTALS: All submittals listed on the attached AF Form 66 shall be submitted for Government Approval (GA) or For Information Only (FIO) using AF Form 3000. The Contractor shall not be authorized to perform any work on site without approved submittals.

3.6.1 SCHEDULES: The Contractor shall submit schedules for tracking work progress. WORK

BREAKDOWN SCHEDULE: The Contractor shall submit, for approval, a Work Breakdown Schedule (WBS) in a logical sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The WBS shall be reflective of the entire project schedule, to include design and construction activities.

3.6.2 MANUFACTURER’S CATALOG DATA: Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents.

3.6.3 DELETED

3.6.4 MANUFACTURERS WARRANTY: The Contractor shall provide at minimum a one (1) year Construction warranty for all work conducted on this project.

The Contractor shall identify all items being installed that are guaranteed or under warranty for more than a one-year period and provide validated copies of the manufacturer’s warranty to the Government. All warranty information shall be filed by the Contractor in the name of Goodfellow AFB. All warranties shall be identified by product with a listing of the name and address of the company and the expiration date of the guarantee or warranty.

3.6.5 PRODUCT DATA: Refer to SOW Section 2.1.

3.6.6 AS BUILT DRAWINGS: Prior to final inspection, Contractor shall submit as-built drawings in AutoCAD 2020 ‘.dwg’ and Adobe ‘.pdf’ to the Contracting Officer via AF Form 3000.

3.6.7 OPERATIONS AND MAINTENANCE MANUALS: The Contractor shall provide system

O&M manuals and parts list to the Government, and train maintenance personnel in system operations prior to delivery and Government acceptance, as well as manufacturers’ point of contacts (POCs) for troubleshooting, repair and consulting questions. All warranty information shall be provided by the Contractor as described in the attached Project Documents.

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3.7 CONTRACTOR QUALITY CONTROL (DAILY or WEEKLY) REPORTS: The Contractor shall establish and submit to the Contracting Officer a written (daily/weekly) quality control report to assure compliance of this project package. Any work found not to comply with the contract shall be promptly removed, replaced, or corrected in an approved manner. Written (Daily/Weekly) Quality Control Report shall be submitted at the end of each work period, to include, but not be limited to the following:

a) Number and skill level workers and start and end time of various tasks.

b) Materials delivered to job site.

c) Work accomplished or in progress.

d) Remarks or special instructions on delays and safety.

3.8 DD FORM 1354: The Contractor shall prepare and submit a draft DD Form 1354 prior to the

Pre-Final Inspection. If no Pre-Final Inspection will take place, the Contractor shall submit a draft DD Form 1354, make edits as required by the Government, and a Final DD Form 1354 prior to the Final Inspection.

3.9 EQUIPMENT LIST: The Contractor shall submit a draft AF IMT 3136, commonly referred to as an “Equipment List,” to the Government with all relevant data at the same time as the DD FORM 1354. Comments will be provided in writing for any required edits. Additionally, a final copy of the Equipment List shall be provided to the Government with the final DD Form 1354.

PART 4.0 – SPECIAL CONDITIONS & PERMITS

4.1 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST: The Contractor shall obtain and process AF Form 103 for approval prior to commencement of work for this project. The Contractor shall always have the completed form on site.

4.1.1 PROCESSING AF FORM 103: Due to the requirement for multiple agencies to coordinate on these requests, expect 7 days for paperwork processing. Contractor requests should be submitted at the earliest possible date to preclude delays.

4.2 UTILITIES: Approximate location of existing utilities has been provided in the Project Documents.

Drawings are for reference and bidding purposes only. 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 will provide all available information in its possession concerning utilities in the contract work area. Contractor shall hand dig around gas/water utilities. Refer to Attachment 1 for further details and instructions.

4.3 TRENCHING/EXCAVATING/BACKFILL: All holes/pits/trenches/manway openings, etc, that are to be left open shall be surrounded with a 48-inch-high mesh fence with highly visible orange plastic coating with warning signs posted “Keep Out” and blinking light from dusk to dawn.

Guardrails, fences, barricades, and warning lights or other illumination shall be provided in

Page | 15 roadwork construction or near vehicular traffic areas. Fence shall be securely anchored with tension wires and posts as required to prevent sagging and located a minimum of 3 feet from the opening so as to prevent an individual, should they fall across the fencing, from falling into the opening. All exposed trenches/holes shall also be covered, when not being worked in, with ¾ inch plywood or a metal grating that will prevent anyone from entering the trench/hole.

4.4 STREET CLOSINGS: When Road closures are required, written notification must be made to the Contracting Officer a minimum of fourteen (14) calendar days in advance. One lane of traffic shall be maintained at all times 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, shall use reflective vest/accessories. Ft. Lancaster is expected to be closed during the demolition of B443. Contractor shall submit notification as indicated above and shall not exceed

(60) days of closure to this road.

4.5 BASE FIRE REGULATIONS: The Contractor shall comply with Base Fire Regulations as set forth in the latest edition of GAFB Instruction 32-2001, titled “Base Fire Protection Program”.

The Contractor shall use no explosives or fire in performing the work. All work shall be in strict compliance with all National Fire Codes.

4.5.1 WELDING, CUTTING, AND BRAZING: Fire Protection shall complete inspection of all welding, cutting and brazing operations prior to any operation. The Contractor shall provide the appropriate operable fire extinguisher AFOSH 91-5 Welding, Cutting and Brazing. 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 325654-3532 for issuance of permit.

4.5.2 FIRE HYDRANT USE REQUIREMENTS: To use water from a Fire Hydrant on GAFB, the Contractor shall submit the form: Contractor Request for Use of Goodfellow AFB Fire Hydrants. The form is available upon request, and mandates that the Contractor use a 2½” National Standard fire thread, Class III Back Flow Preventer and keep it in good operational order.

4.6 CONFINED SPACE: In Accordance with Air Force Occupational Safety & Health Standard. 9125, Ch. 7, the organization shall ensure the following information is included in the SOW when a Contractor enters a confined space:

a) Notify the Contractor if the space is classified permit or non-permit required.

b) Brief Contractor on the contents of the space.

c) Brief Contractor on the known hazards of the space.

d) Brief the Contractor on what precautions and procedures have been implemented by the organization to protect AF workers.

e) Coordinate operations and procedures and agree on permit system to be used if both

AF and Contractor personnel will enter the space at the same time.

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The Fire Department will provide a written notification in the contract if they are supplying a rescue team.

4.7 LOCKOUT/TAGOUT, HAZARDOUS ENERGY CONTROL: In addition to the requirements in OSHA Std. 1910.147 (General Industry), if a Contractor needs to lock or tag something out, the Contractor will ensure that affected employees are notified before and after the locks and tags are used.

4.8 NUCLEAR DENSITY GAUGE: Civilian Contractors or any other agency bringing a radioactive device (e.g., soil or asphalt density meter) on Goodfellow AFB must have prior approval from the Base Radiation Safety Officer (RSO). An application to bring a radioactive device on Goodfellow AFB shall be forwarded to the Base RSO through the Contracting Officer at least 7 days prior to the anticipated use. The application package shall include:

a) Copy of the appropriate Nuclear Regulatory Commission License (NRC) or NRC Form 241 authorizing the Contractor to operate or own a radioactive device.

b) Copy of the operator’s qualifications and radiation safety training.

c) Radiation dosimetry results for the operator for the prior calendar year, if applicable.

d) Statement of the expected storage and security requirements or other particular needs of the Contractor.

e) Copies of the last leak tests, more as required.

f) Date and time the testing Contractor is expected to be on base.

Under no circumstances shall an unlicensed radioactive device be used on Goodfellow AFB.

Any questions on Contractor’s responsibilities regarding this requirement should be directed to the Base RSO, 17 MDOS/SGOAB, 325-654-3126, prior to the Contractor starting work.

PART 5.0 - SITE MAINTENANCE

5.1 PROTECT SURROUNDINGS: The Contractor shall protect adjacent property, buildings, and their contents free of dust, dirt, or other materials from construction activities. Work areas shall be maintained in a neat, clean, safe condition and shall, at a minimum, be cleaned at the end of each shift. All streets and roadways in/or adjacent to the site shall always remain free of project generated trash and debris. Parking on turf is not permitted without written approval.

5.1.1 GOVERNMENT STORAGE: There are no Government furnished covered or secure storage areas. A Laydown Area has been identified for Contractor use in the attached Project Attachments.

5.1.2 CONTRACTOR STORAGE AND DELIVERIES: All equipment and materials delivered shall be secured with protection from the weather, high winds, humidity, temperature variation, dirt, and any other contaminants. The project documents will designate Contractor storage and

Page | 17 laydown yards. All project storage areas shall be kept free of debris, leaks, stains, or splashes and kept in a neat, clean, and safe condition. Any contamination of the storage area by a hazardous substance shall be immediately remediated by the Contractor, in accordance with the contract above at no additional expense to 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.

5.1.3 MOWING: All Contractor work areas shall be maintained including yard/grass regularly cut/trimmed by the Contractor. Contractor shall mow vegetation when it reaches a height of 6 inches. Mowing shall be to a height not less than 2 inches. Mowing shall be accomplished with a rotary mower that leaves the clippings evenly distributed on the soil surface. Mowing shall be accomplished during periods and in a manner that the soil and grass will not be damaged.

5.2 SITE CLEANLINESS: All Contractor trailers shall maintain a professional appearance. The Contractor shall collect all trash, debris, refuse, garbage, etc., that is generated and place it in appropriate disposal containers with lids on a periodic basis or as directed by the Contracting Officer’s Representative. Disposal shall be outside the limits of Government property. Disposal shall be by sanitary landfill or other approved methods and shall conform to all local, state, and federal guidelines, criteria, and regulations. Restoration of the original ground contours is required unless otherwise directed by the Contracting Officer’s Representative.

5.3 BARRIERS AND SIGNAGE: Prior to the start of any work for this project, the Contractor shall provide 48-inch-high mesh fence with highly visible orange plastic coating around the site perimeter.

5.3.1 TEMPORARY FENCE: Prior to the start of any work for this project, the Contractor shall provide a minimum 6’-0” high portable chain link with portable interlocking panels to delineate construction sites. Temporary fencing used by the Contractor shall be securely anchored with tension wires and posts as required to prevent sagging and an unsightly appearance. Any existing site improvements altered by the presence of the fence shall be restored to their original condition and appearance prior to the Final Inspection. Fencing shall be maintained by the Contractor in this manner throughout the life of the contract. Guardrails, fences, barricades, and warning lights or other illumination shall be provided in roadwork construction or near vehicular traffic areas.

Applicable traffic control signage where required by the contract shall remain overnight.

5.3.2 HOLES AND TRENCHES: All holes which are left open shall be surrounded with a 48inchhigh mesh fence with highly visible orange plastic, warning signs, and blinking light from dusk to dawn. When not being worked, all exposed trenches and holes shall be covered with three quarter inch plywood or a metal grating that will prevent anyone from entering the trench/hole.

5.3.3 TRAFFIC SIGNAGE: 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. The Contractor shall always ensure safe pedestrian/troop marching access from construction activities. Contractor shall be responsible for installing appropriate

Page | 18 signage regarding worker health safety, wage determination laws, and OSHA requirements as required in the Contractor work trailer or on the security fence if a trailer is not provided.

5.4 SITE CONTROLS: The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create hazardous or objectionable conditions such as ice, flooding and pollution. The Contractor shall ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The use of explosives and burning shall not be permitted.

5.5 CONCRETE TRUCKS: Cleaning out of concrete trucks on Goodfellow AFB is prohibited. Only a concrete truck’s chute 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 Contractor shall dispose of all concrete debris to an authorized off base site and shall remove all concrete debris and residue at the end of the project at no additional cost to the Government. The pit shall be completely backfilled, and the site restored to original conditions.

5.6 REFUELING EQUIPMENT: If the project requires equipment that is powered by diesel or unleaded fuel, the Contractor shall designate a refueling area in the perimeter of their laydown yard. The refueling area shall have a tarp or waterproof liner placed under the refueling area. Equipment in need of fuel shall be taken to this location to be refueled. Manage and store fuel, lubricants, and oil in accordance with all Federal, State, Regional, and local laws, and regulations. Used lubricants and used oil to be discarded must be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws, and regulations. Storage of fuel on the project site is not allowed. Fuel must be brought to the project site each day that work is performed. Spills shall be reported to the Contracting Officer.

PART 6.0 - CONSERVATION

6.1 UTILITIES CONSERVATION: The Contractor shall use good judgment in the conservation of Government utilities. Prevailing energy conservation practices shall be adhered to and enforced by the Contractor. The Contractor shall instruct employees in utilities conservation practices. For this contract, utilities, such as water and electricity, will be furnished by the government at no cost to the Contractor.

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The Contractor shall not adjust mechanical equipment controls for heating, ventilation, and air conditioning systems unless dictated in the project documents. Water faucets or valves shall be turned off after the required usage has been accomplished.

PART 7.0 – RESPONSIBILITY

7.1 CONTRACTOR RESPONSIBILITY: The above Parts 1 through 6 do not in any way limit the responsibility of the Contractor to perform all work and furnish all plant, labor, and materials required by this Statement of Work.

PART 8.0 - COMPLETION OF WORK

8.1 OPERATIONAL SYSTEMS: The Contractor shall insure that work for this project is performed in accordance with the criteria herein and that all equipment and systems shall be fully operational at the completion of work for this project.

END OF STATEMENT OF WORK

Section 01020 Page 1 of 4

ATTACHMENT 1 – UTILITIES

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01020 - UTILITIES (CONTRACTOR IDENTIFIED)

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

2. IDENTIFICATION:…