B408 Conditioned Space SOW V2.pdf

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138 FW Building 408 Conditioned Space Federal contract opportunity
Solicitation number
W50S8U-23-Q-0003
Issued by
Department of the Army National Guard

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Site Visit Attendace Sheet_Redacted.pdf PDF
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pg. 1

Building 408 Conditioned Space

XHZG202300195

13 February 2023

1. The contractor shall provide all labor, material, tools, equipment and transportation necessary to complete the work identified in this Statement of Work.

2. All debris is to be disposed of off Base with proper documentation in accordance with the waste plan generated by the contractor after the project is awarded.

3. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within government-controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

a. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

4. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative.

5. This project is to be in accordance with the current version of the EMS Environmental Protection Statement. A copy of this document will be provided to bidding contractors via sam.gov as an attachment.

6. This project is to be in accordance with the current version of the 138FW Safety and

pg. 2

Accident Prevention Guide. A copy of this document will be provided to bidding contractors via beta.sam.gov as an attachment.

7. The contractor shall apply all environmental health and safety procedures required by local, state and federal regulations.

8. All work to be performed 7:00 AM to 5:30 PM Monday thru Thursday in accordance with the general conditions stated in the general conditions of the specifications. If alternate work schedule is desired, it must be requested in writing and approved by CE and Security 48 hours prior to the desired schedule.

9. The contractor is required to provide an AF Form 103 (Work Clearance Request) prior to any earthwork or wall penetrations.

10. The contractor is responsible for marking/locating all underground utilities. All base underground utilities are not covered by the Call OKIE service, contractor will be responsible for locating and marking those utilities as well. The only utilities that Call OKIE service will mark is Natural gas and Cox communications. All other utilities to include base communications fiber optic lines, electric, sewer and water will be the contractor’s responsibility to mark. Contractor must have all utilities marked in an area before a dig permit is issued.

a. If a utility is damaged, the contractor will repair per current code specifications or base standards.

11. Prior to any work, the contractor shall submit for approval by CE, one electronic copy of technical literature for all products to be used. Provide Safety Data Sheets for all appropriate products. Provide a Form 889 for all equipment/items that can need maintenance or repairs where parts will need to be purchased to maintain or repair the equipment at a later date.

a. Two Ways to Get a Form 889

i. Check SAM.gov FAR 52.204-26 (Oct 2020)

ii. Use RPA tool (Email DUNS # to info@section889request.com)

12. All DBIDS Contractor passes will be approved by the BCE and issued by SFS after completion of required background checks. Final payment to the general contractor will not be made at the completion of the construction project until all contractor badges have been returned or the continuing need is validated and documented in writing by SFS and BCE personnel.

13. Contractor will be responsible for keeping a log of all debris disposed of off base to include tonnage, volume, and disposal site. This data will need to be readily available through the project for semi-annual data calls or inspections.

14. Contractor will be responsible for submitting an interim 1354 when project is 50% completed and a final 1354 when the project is 100% complete as part of closeout documents.

15. Contractor will be responsible for filling out and maintain form AF66 submittal register.

16. Period of Performance for this project is 90 days.

17. The Contractor shall provide a project schedule prior issuance of NTP.

pg. 3

18. Existing metal cages, gym equipment, and base supplies stored in B408 will be relocated by TANG personnel out of the work area prior to the start of construction.

a. Some equipment and supplies will be located in the west half of B408 during construction.

19. Contractor is to sod any disturbed areas.

20. Contractor is to perform work in accordance with specifications attached to this

SOW

Scope of Work

21. Drywall

a. Contractor shall build a wall with 5/8” Type ‘X’ gypsum board, R19 batt insulation and 6” metal studs (18 ga). Splitting the existing floor space into two spaces shown on sheet A-101.

1. Framing and drywall to run from floor to the roof structure.

2. Drywall to be fire caulked to the structure.

3. Drywall finish to be level 4.

22. Metal

b. Contractor shall install Metal R-panel (polar white) on the interior of the new east space created by the new gypsum wall. Apply color match J trim at all edges of R-panel. R-panel will be placed between steel columns. R-panel is to run from finished floor to the ceiling.

1. The new gypsum wall will not be covered in R-panel.

2. The contractor will be responsible for removing and mounting communications plywood and cabinet in located in the NE corner of the building. Base communications will disconnect and remove equipment prior to construction beginning.

c. Contractor shall install new metal ridge cap, approximately 100 lf, color to be galvanized or white.

d. Contractor to install red metal/structural steel as needed for door frames at existing exterior walls.

pg. 4

e. Contractor shall install new ‘R’ metal panel and vinyl backed insulation on existing east wall where exhaust fan is removed.

f. Contractor shall cut and remove existing exterior R-panel to allow for installation of new doors, louver, exhaust fan and HVAC.

g. Contractor shall remove existing ridge vent system, approximately 100 lf.

23. Doors

h. Contractor shall install (1) single 3’-0” 7’-0” hollow metal pre-hung door and

(1) pair of 3’-0” 7’-0” hollow metal doors with hollow metal jamb. All hardware and cylinders to be compatible with Tulsa ANG Best System.

Hardware to be bushed nickel finish.

1. Hardware for double doors.

i. 1- Keyed removable mullion

ii. 2- Heavy duty closers w/ hold open.

iii. 2- Panic Devices

iv. 3- Cylinders

v. 2 – keyed handles

vi. 2 – SS kick plates 10” x 2” LDW

vii. Smoke seal

viii. 2 – Heavy Duty Rubber Doorstops

ix. 2 -Door Sweeps

x. 1- 6’ Threshold

xi. 2 – sets of hinges

2. Hardware for single door

i. 1- Heavy duty closers w/ hold open.

ii. 1- Panic Devices

iii. 1- Cylinders

iv. 1- Cypher lock. Match exiting single door on gym.

v. 1 - kick plates 10” x 2” LDW

vi. 1- Smoke seal

vii. 1 – Heavy Duty Rubber Doorstops

viii. 1 -Door Sweep

pg. 5

ix. 1- Threshold

x. 1- Set of hinges

24. PAINT

i. New drywall to be painted on both sides with 1 coat primer and 2 coats of exterior latex paint that is to match Sherwin Williams color river’s edge.

1. Finish to be eggshell

j. New doors to be painted to match Berridge colonial red metal with 2 coats of exterior oil-based enamel.

1. Contractor is to re-prime doors if necessary.

2. Finish to be semi-gloss

25. HVAC

k. Contractor shall remove and re-install existing 48’x48” exhaust fan, provide automatic temperature on/off switch. See sheet A-101 for reinstallation location. Height is to be above the horizonal member that is approximately 8’ above finished floor.

1. Contractor is to add red metal/structural framing for installation of the fan.

l. Contractor shall install new 48’x48” aluminum louver. See sheet A-101 for installation location. Install new red iron to frame louver. Install louver where top of louver is at the bottom of the first row of red iron approximately

8’ off the finished floor.

m. Contractor shall remove existing radiant tube heater system for entire building and turn over to the government.

n. Contractor shall install no more than (2) new HVAC system(s), using fabric ductwork. The system(s) shall maintain a minimum of 65°F in the winter with an ambient temperature of 0°F and maintain 80°F in the summer when the ambient temperature is 100°F. Space measures 2,864 square feet. Fabric duct work to be hung as close to the ceiling as possible and return grills installed between the finish floor and first structural member at approximately

8’ above finished floor.

pg. 6

1. HVAC unit(s) must be placed on 6” equipment pads that stick up 3” above grade and shall be steel reinforced with #3 rebar 16” OC BD.

2. HVAC units must be gas heat. Contractor will be responsible for running gas piping. Gas piping if run outside the building shall be buried and installed to current building code. If installed inside, it must run along the ceiling then inside the wall until it penetrates the wall to run outside to the unit. There must be a gas shutoff for the isolation of each unit.

3. Contractor to set NEMA 4x service fused disconnect next to the HVAC unit(s), can be wall mounted. Shall not be mounted on the unit.

4. Units to be equipped with hail screens and low ambient kits taking operation to 0°F.

o. On the west half of the building the contactor shall install no more than (2) gas powered unit heaters, to maintain a minimum temperature of 50°F in the winter months with an outdoor ambient temperature of 0°F. Space measures

2,874 square feet. There must be a gas shutoff for the isolation of each unit.

1. Contractor is to have disconnect switch or fused disconnect for a service disconnect within 6’ of new unit heater.

p. Contractor is responsible for moving existing gas meter in front of any new connections and reconnecting/reprogramming the meter to the DDC system.

q. Contractor is responsible for any additional or new regulators for new HVAC equipment.

26. Electric

r. Contractor responsible for running all electric to lighting and HVAC.

1. Electric to be to most current NEC code.

s. Contractor is to demolish existing high/low bay lighting in the building.

t. Contractor shall install a new electrical service panel; 200Amp with 40 slots to serve entire building. New service from nearby transformer will be required. (20) receptacle locations will be determined on the east half of the building and (4) receptacles on the west side of new wall. All wiring shall be in electrical conduit, sized per electrical code.

pg. 7

1. All unused slots are to be filled with breakers and marked as spare.

2. All receptacles are to be duplex receptacles with half being dedicated circuits.

3. All conduit and receptacles are to be surface mounted to new R-panel.

u. Contractor shall install Low Bay LED lighting for both sides of building.

West half will have 50 foot candles +/- 10 FC and the east half will have 75

FC +/- 10FC. Contractor shall install ‘EXIT’ signs at all doors, new and existing, and emergency lighting on both sides of building.

v. Contractor shall provide a lighting schematic and photometric survey as part of the submittal package.

w. Contractor to put in 1 1” sleeve through the wall for data cabling installed by the base.

x. Install Surface mount exit signs over both exterior doors.

y. Install Wall pack lights over both exterior doors.

z. Contractor is to install a 3 way switch at both doors.

27. Fire Sprinkler and Alarm

aa. Contractor shall install/modify existing Fire Alarm and Controls for entire building to bring the building up to current code after wall, doors, HVAC and lighting are installed.

28. Concrete

bb. Contractor shall install a new concrete sidewalk along north side of building

(4ft x 66ft) and a concrete sloop on the south side (4ft x 8ft). Check spec.

1. Cross slope of sidewalk can not exceed 2%

2. Slope from doble doors to existing concrete is to maintain positive drainage away from the building no less than ½”/ft.

3. Finish to be medium broom.

cc. Contractor is to dowel sidewalk and stoop to building with expainsion joint and joint sealant

1. Dowels to be epoxied #4 rebar at 18” on center.

pg. 8

End of Statement

CO

M

BA

A I R M

AND

CO

M

T

A-101

Relocate Existing Cage by Others

BY OTHERS BY OTHERS

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FLOOR PLAN

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NORTH

AutoCAD SHX Text OKLAHOMA AIR NATIONAL GUARD - 138th FIGHTER WING

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DEPARTMENT OF THE ARMY AND THE AIR FORCE

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NATIONAL GUARD BUREAU - WASHINGTON,D.C.

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SHTNO

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OF

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JC

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REVISION:

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DATE:

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22NOV2022

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PROJECT

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TULSA I.A.P., OKLAHOMA

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BCE: LT COL KURT STEPHENS

AutoCAD SHX Text 138th CIVIL ENGINEER SQUADRON

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OKLAHOMA AIR NATIONAL GUARD TULSA I.A.P. OK.

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DBCE: MAJ PATRICK DEERING

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2,864 SF

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CONDITIONED SPACE

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UNCONDITIONED SPACE

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6" 16 GAUGE METAL STUDS

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AT 16" O.C. WITH 5/8" TYPE

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'X' GYPSUM BOARD TO ROOF

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STRUCTURE BOTH SIDES AND

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R19 BATT INSULATION

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'R' PANEL TO ROOF STRUCTURE

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'R' PANEL TO ROOF STRUCTURE

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'R' PANEL TO ROOF STRUCTURE

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AutoCAD SHX Text PROVIDE HVAC SYSTEM TO CONDITIONED SIDE OF WAREHOUSE. TEMPERATURE RANGE TO MAINTAIN IS 60-8O F.

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2,874 SF

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WAREHOUSE

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WAREHOUSE

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B408 WAREHOUSE RENOVATION

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OPTION #1

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FIRE RISER

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REMOVE EXHAUST FAN AND

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INSTALL WALL METAL PANEL

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RELOCATE EXISTING GAGE

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RELOCATE EXISTING GAGE

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RE-INSTALL EXISTING EXHAUST FAN

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INSTALL NEW LOUVER

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RELOCATE EXISTING GAGE

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NEW CONC. SIDEWALK

Page - 1 SECTION 01 04 00 08/07/20

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 01 04 00

COORDINATION, FIELD ENGINEERING, AND MEETINGS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 DIGITAL SUBMITTAL PROCEDURES

AND CORRESPONDENCE:

SD-09 Manufacturer's Field Reports

Survey Field Notes; G, .

1.2 WORK SCHEDULE

Contractor shall work between 7:00 a.m. and 5:00 p.m. Monday through Thursday until the perimeter fence is constructed and approved by the Contracting Officer. Subsequent to that approval, the Contractor shall work between 7:00 a.m. through 5:00 p.m. Monday through Friday unless otherwise directed by the Contracting Officer.

1.3 FEDERAL HOLIDAYS

The following Federal holidays are excluded from standard work days:

HOLIDAY DATE OBSERVED

New Year's Day 1 January

Martin Luther King's Birthday 3rd Monday in January

President's Day 3rd Monday in February

Memorial Day Last Monday in May

Independence Day 4 July

Labor Day 1st Monday in September

Columbus Day 2nd Monday in October

Veteran's Day 11 November

Thanksgiving 4th Thursday in November

Christmas Day 25 December

Page - 2 SECTION 01 04 00 08/07/20

1.4 UTILITY OUTAGE COORDINATION

1.4.1 Approval

The Contractor shall obtain written permission/approval from the Contracting Officer 21 days prior to:

(1) Performing any work which will close any runway or street or interrupt any utility service.

(2) Making any excavation: Any damage to underground utilities, communication lines, etc., will be the responsibility of the Contractor if the approval is not obtained.

(3) Contractors shall use extreme care in all excavations.

Subsurface utilities are congested in nature. Damaging these systems in some areas could result in thousands of man-hours of lost production time, which could result in claims against the Contractor to the extent of the actual supportable damage.

1.4.2 Government Right to Delay

The Government reserves the right to postpone for 7 days, any scheduled outages. There shall be no outages when the outside temperature is expected to be below 35 degrees F.

1.4.3 Government Performance

Contractor personnel shall perform all shutting off and turning on of valves and switches necessary to accomplish scheduled outage. Government will advise which valves and switches it believes will shut down utilities.

1.5 LAYOUT OF WORK (APR 1984) (FAR 52.236-17)

The Contractor shall lay out his work from Government-established base lines and bench marks indicated on the drawings and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, and materials and labor required to lay out any part of the work.

The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through his negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

1.6 MONUMENT REPLACEMENT

1.6.1 General

Government-established horizontal and vertical control monuments that are shown on the drawings, if destroyed shall be reestablished by the Contractor in locations as directed by the Contracting Officer. Control points set by the Contractor for the purpose of reestablishing the monuments and to properly control the work, if destroyed and not reset by the Contractor, shall be reestablished by the Government at the Contractor's expense. Survey shall be performed by a Registered Land Surveyor.

Page - 3 SECTION 01 04 00 08/07/20

1.6.2 Horizontal Control

Horizontal control shall be based on the State Plane Coordinate System as developed by the National Geodetic Survey. Horizontal control shall originate and close on control points established by the Government.

1.6.3 Vertical Control

Elevations shall originate and close on vertical controls established by the Government. Third Order Accuracy or better shall be maintained for all vertical survey control. Vertical error shall be adjusted for all control markers established throughout each level loop. A transcript of all adjusted vertical marks set and adjusted horizontal marks set, shall be furnished on forms furnished by the Government. (SWD Form 598)

1.6.4 Monuments

Concrete monuments shall be set as control monuments, where required.

Horizontal data for monuments is based on NAD 27, and vertical data is based on NGVD 29 in US feet. The monuments shall consist of 6-inch -diameter concrete posts of standard mix and a Government-furnished bronze disk flush with top, set at least 2.6 feetinto solid ground and 0.4 foot above the ground surface. A No. 4 18-inch reinforcing bar shall be cast in the top portion of the monument. Each monument shall be identified by stamping the bronze disk with steel dies, indicating thereon the name of the site and number of the monument. A Government-furnished galvanized U-channel rail steel delineator post, 6.5 feet in length with a USCE sign attached shall be set in concrete within 1 foot of each control monument.

Markers which fall in roads or improved areas shall be either buried or a disk set flush in pavement, whichever may be appropriate to the situation. Control monuments shall be referenced by chain distance and angle to at least three objects, such as blazed trees, crosses in solid rock, or other physical features in the immediate vicinity.

1.7 OTHER CONTRACTORS

(Reference CONTRACT CLAUSE entitled "Other Contracts.") Other Contractors may be working in the project area during construction under this contract. The Contractor shall arrange and perform his work and store his materials in cooperation with other Contractors and as directed by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

-- End of Section --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15 used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project is to refurbish a space in B408 for use as conditioned storage space.

1.2.2 Location

The work is located at the Oklahoma Air National Guard Base at Tulsa International Airport, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 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 any 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 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of

SECTION 01 11 00 Page 2 the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

Not used.

Not used.

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11 used, a designation following the "G" designation identifies the office

List of Contact Personnel; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of a period established by the Contracting Officer, between 7:00 a.m. and 5:30 p.m., Monday through Thursday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, 05/1 /2 B-2 Submission

05/143/201

SECTION 01 14 00 Page 4 contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and data transmissions are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3 SECURITY REQUIREMENTS

1.3.1 Definitions:

1.3.1.1 UNESCORTED ACCESS: Individuals requesting unescorted access to installations are subjected to a very thorough background investigation known as a National Crime Information Center (NCIC) Interstate Identification Index (III). This is often referred to as a “Triple I.” The office of record for a Triple I is the Federal Bureau of Investigation, or FBI. ALL of an individual’s criminal history will be reviewed by Security Forces prior to the generation of unescorted credentials to the installation. To request unescorted access, individuals must submit a 138 SFS Form 0-93, DBIDS Card Request Form to the Base Civil Engineer for processing by Security Forces. NOTE: Previous background checks by employers are NOT sufficient/acceptable means of vetting/verification for unescorted access. Triple I background sometimes reveal criminal history of employees that employers may not be aware of.

1.3.1.2 TRUSTED TRAVELER: SUSPENDED AS OF 1 JANUARY 2020. “Installations will conduct 100% DBIDS scans of VHICs and REAL IDs at installation access control points including ALL persons in the vehicle (no trusted traveler).”

SECTION 01 14 00 Page 5

1.3.1.3 ESCORTED ACCESS: Vetting for Escorted Access to the 138th Fighter Wing is accomplished through the Defense Biometric Identification System (DBIDS). ALL individuals requesting escorted access will obtain a Visitor’s Pass through the DBIDS system for the duration of their project. In the event that a project goes longer than expected, a new Visitor’s Pass will be issued (with the confirmation of Base Civil Engineer). To help expedite the process of obtaining a Visitor’s Pass, requestors can visit the DBIDS Pre-Enrollment website at:

https://dbids-global-enroll.dmdc.mil/preenrollui/#!/ Requestors can also use search engines such as “Google” and search for DBIDS Pre-Enrollment.

1.3.2 In order to obtain a DBIDS badge allowing escort privileges a contractor must fill out a 138 SFS Form 0-93 and comply with the below sections. In order to obtain a visitor’s pass contractor must have a valid photo identification and comply with the below sections. At least one person from every contractor, prime or subcontractor, must be able to obtain a DBIDS badge in order to have escort privileges. The maximum number of persons that can be escorted by a single escort is 7. Line of sight must be maintained by the escort at all times. The government reserves the right to revoke access to the installation for any change in background or non-compliance with base policies or procedures.

1.3.3 The following are reasons the contractor will not be able be eligible for a visitors pass or DBIDS badge.

1.3.3.1 The individual is known to be, or is reasonably suspected of being, a terrorist, or belongs to an organization with known terrorist links/support.

1.3.3.2 The individual's claimed identity cannot be verified.

1.3.3.3 There is a reasonable basis to believe that the individual has submitted fraudulent information pertaining to his or her identity.

1.3.3.4 There is a reasonable basis to believe that the individual will attempt to gain unauthorized access to classified documents, information protected by the Privacy Act, proprietary information, or other sensitive or protected information.

1.3.3.5 There is a reasonable basis to believe that the individual will unlawfully or inappropriately use an access credential outside of the workplace.

1.3.3.6 The individual is currently, or has previously been, barred from entry/access to a federal installation or facility.

1.3.3.7 The individual is wanted by federal or civil law enforcement authorities, regardless of the nature of offense or violation.

1.3.3.8 The individual has knowingly and willfully engaged in acts or activities designed to overthrow the U.S. Government.

1.3.3.9 The individual's name appears on any federal or state agency's watch list for criminal behavior or terrorist activity.

1.3.3.10 The individual's name appears on any federal or state sex offender registry.

1.3.3.11 There is reasonable belief, based upon the individual's past criminal history

SECTION 01 14 00 Page 6 or dishonest conduct, that issuance of an access credential poses an unacceptable risk to the installation/mission.

1.3.3.12 A conviction or pending charge at any point of the following: Armed Robbery, Child Molestation, Child Pornography, Espionage, Forcible Sodomy, Homicide, Hostage Taking, Human Smuggling, Human Trafficking, Kidnapping, Maiming, Felony Manslaughter, Mayhem, Murder, Rape, Sabotage, Terrorism, Treason.

1.4 The following convictions or pending charges will be evaluated on a case by case basis on whether or not to allow a contractor unescorted access to the base and have escort privileges. If the contractor is denied unescorted access to the installation, they will remain eligible for a visitor’s pass.

1.4.1 Aggravated Assault, Felony/Misdemeanor Assault, Child Abuse, Controlled Substance Possession Felony/Misdemeanor, Drug Paraphernalia Possession Felony/Misdemeanor, Drug Possession with Intent to Sell Felony/Misdemeanor, Drug Possession Distribution Felony/Misdemeanor, Four (4) or More DUIs, Domestic Violence, Embezzlement Felony/Misdemeanor, Explosives-related Conviction, Financial Theft Felony/Misdemeanor, Firearms-related Conviction Felony, Misdemeanor Manslaughter, Sexual Assault Felony/Misdemeanor.

1.4.2 All other criminal convictions or pending charges not mentioned in the above sections will be evaluated on a case by case basis.

1.5 Following apply:

1.5.1 The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the base civil engineer. The contractor shall also provide all information required for background checks to beet installation access requirements to be accomplished by the local installation's Security Forces, Director of Emergency Services or local Security Office. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF, and/ or local policy, should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matter or processes.

1.5.2 For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.5.3 All DBIDS Contractor passes will be approved by the BCE and issued by SFS after completion of required background checks. Final payment to the general contractor will not be made at the completion of the construction project until all contractor badges have been returned or the continuing need is validated and documented in writing by SFS and BCE personnel.

SECTION 01 14 00 Page 7

SECTION 01 30 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements

Manual

1.2 SUBMITTALS

used, a designation following the "G" designation identifies the office

View Location Map; G

Progress and Completion Pictures; G

SD-04 Samples

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 300 minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.5 SUPERVISION

SECTION 01 30 00 Page 3

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 40 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the

1.5.4 Project Manager Qualifications

The project manager must have a minimum of 5 years experience in construction with at least 2 of those years as a PM on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate PM are the same as for the project PM. The Contracting Officer may request proof of the PM's qualifications at any point in the project if the performance of the PM is in question.

1.5.5 Non-Compliance Actions

SECTION 01 30 00 Page 4

The Project Manager is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the

1.6 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.7.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base

SECTION 01 30 00 Page 5 access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

Page - 1 SECTION 01 32 01.00 10

1.1 REFERENCES

SECTION 01 32 01.00 10

PROJECT SCHEDULE

05/20

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 DIGITAL SUBMITTAL PROCEDURES:

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application. Project Scheduler may also be project manager.

Page - 2 SECTION 01 32 01.00 10

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Microsoft project or other approved scheduling software.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Other Than Microsoft Project

If the contractor chooses software other than Microsoft Project, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

Page - 3 SECTION 01 32 01.00 10

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Permit Activities

Include activities associated with work clearance request permits and FAA permits.

3.3.4 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.5 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals

(individual activity for each).

b. Submission of mechanical/electrical/information systems layout drawings.

Page - 4 SECTION 01 32 01.00 10

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Submission…

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