CF-IFC DESIGN SPECIFICATIONS

CCR RPR/RPL HVAC SYSTEM,

BAY A & HEADHOUSE/ROOF

(HEADHOUSE), B300

ROBINS AFB, GEORGIA

Contract No.: FA850122D0003 Delivery Order No: FA850123F0119

Project No.: UHHZ99-0029

Prepared for:

Robins Air Force Base, GA Civil Engineer Group (CEG) by:

6302 FAIRVIEW ROAD, SUITE 600

Charlotte, NC 28210

NOVEMBER 2024

THIS PAGE INTENTIONALLY LEFT BLANK

Architectural and Engineering Stamps and Seals

Date: NOVEMBER 2024

Project Name: UHHZ990029 – RPR/RPL HVAC SYSTEM Client: Robins Air Force Base Contract Number: FA850122D0003 Task Order Number: FA850123F0019

Task Order Number: 2202-07-01-10130-S

Structural

Corporate

Roofing

Architectural

Fire Protection

Electrical

Mechanical

Plumbing

CCR RPR/ RPL HVAC SYSTEM ROBI NS AI R FORCE BASE

BAY A & HEADHOUSE/ ROOF, B300 GEORGI A

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 04 00 REV 05/ 17 SI TE REQUI REMENTS ( 01040 RAFB)

01 30 00 05/ 13 SUBMI TTALS AND CONTRACTOR- FURNI SHED

I TEMS ( RAFB 01300)

01 31 00 02/ 14 CADD AS- BUI LT DRAWI NGS ( RAFB 01310)

01 42 00 02/ 19 SOURCES FOR REFERENCE PUBLI CATI ONS

01 50 10 02/ 24 TEMPORARY SERVI CES - CONTRACTOR ( RAFB

01501)

01 54 00 02/ 24 GREEN PROCUREMENT ( RAFB 01540)

01 56 00 02/ 24 ENVI RONMENTAL REQUI REMENTS FOR ROBI NS

AI R FORCE BASE ( RAFB 01560)

01 58 00 02/ 24 SAFETY REQUI REMENTS ( RAFB 01580)

01 60 00 02/ 24 PRODUCT REQUI REMENTS ( RAFB 01600)

01 70 00 02/ 24 EXECUTI ON REQUI REMENTS ( RAFB 01700)

01 73 00 02/ 24 OPERATI ONS AND MAI NTENANCE DATA ( RAFB

01730)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/ 22 DEMOLI TI ON

02 81 00 11/ 18 TRANSPORTATI ON AND DI SPOSAL OF

HAZARDOUS MATERI ALS

02 82 00 11/ 18, CHG 1: 11/ 19 ASBESTOS REMEDI ATI ON

02 83 00 11/ 18 LEAD REMEDI ATI ON

02 84 16 11/ 22 HANDLI NG OF LI GHTI NG BALLASTS AND

LAMPS CONTAI NI NG PCBs AND MERCURY

02 85 00 11/ 18, CHG 1: 05/ 22 MOLD REMEDI ATI ON

DI VI SI ON 03 - CONCRETE

03 30 53 05/ 14 MI SCELLANEOUS CAST- I N- PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 11/ 15, CHG 2: 05/ 19 UNI T MASONRY

DI VI SI ON 05 - METALS

05 12 00 08/ 18, CHG 2: 05/ 21 STRUCTURAL STEEL

05 40 00 05/ 15, CHG 1: 08/ 18 COLD- FORMED METAL FRAMI NG

05 52 00 02/ 18, CHG 1: 02/ 20 METAL RAI LI NGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 41 16. 00 10 08/ 10, CHG 1: 11/ 18 PLASTI C- LAMI NATE- CLAD ARCHI TECTURAL

CABI NETS

06 61 16 08/ 20 SOLI D SURFACI NG FABRI CATI ONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 01 50 06/ 24 PREPARATI ON FOR REROOFI NG

07 14 00 02/ 12, CHG 2: 02/ 18 FLUI D- APPLI ED WATERPROOFI NG

07 16 19 01/ 07 METALLI C OXI DE WATERPROOFI NG

07 21 13 02/ 16, CHG 2: 08/ 20 BOARD AND BLOCK I NSULATI ON

07 21 16 11/ 11, CHG 4: 08/ 18 MI NERAL FI BER BLANKET I NSULATI ON

07 54 19 08/ 23 POLYVI NYL- CHLORI DE ROOFI NG

PROJECT TABLE OF CONTENTS Page 1

01 00 50 SOW Sole Source Current

01 65 50 Phasing

01 70 00 02/24 EXECUTION REQUIREMENTS (RAFB 01700)

01 73 00 02/24 OPERATIONS AND MAINTENACE DATE (RAFB 01730)

07 60 00 08/ 23 FLASHI NG AND SHEET METAL

07 84 00 05/ 10, CHG 1: 08/ 13 FI RESTOPPI NG

07 92 00 08/ 16, CHG 3: 11/ 18 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/ 20 STEEL DOORS AND FRAMES

08 14 00 08/ 16, CHG 1: 08/ 18 WOOD DOORS

08 31 00 05/ 17, CHG 1: 08/ 18 ACCESS DOORS AND PANELS

08 34 59 08/ 08, CHG 1: 11/ 12 VAULT DOORS AND DAY GATES

08 34 73 11/ 19, CHG 1: 02/ 21 SOUND CONTROL DOOR ASSEMBLI ES

08 51 13 05/ 19 ALUMI NUM WI NDOWS

08 71 00 02/ 16, CHG 4: 02/ 22 DOOR HARDWARE( RAFB)

08 81 00 05/ 19 GLAZI NG

08 91 00 08/ 20 METAL WALL AND DOOR LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 02/ 10, CHG 2: 08/ 18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/ 16, CHG 4: 02/ 20 GYPSUM BOARD

09 30 10 08/ 20 CERAMI C, QUARRY, AND GLASS TI LI NG

09 51 00 08/ 20 ACOUSTI CAL CEI LI NGS

09 65 00 08/ 10, CHG 3: 08/ 18 RESI LI ENT FLOORI NG

09 68 00 11/ 17, CHG 2: 08/ 20 CARPETI NG

09 90 00 02/ 21 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00. 20 08/ 20 I NTERI OR SI GNAGE

10 28 13 08/ 20 TOI LET ACCESSORI ES

10 44 16 11/ 19 FI RE EXTI NGUI SHERS

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 42 13 02/ 24 I NCLI NE WHEELCHAI R LI FTS ( GSL ARTI RA

I NCLI NED LI FT 16991- N- DS)

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 08/ 20 WET PI PE SPRI NKLER SYSTEMS, FI RE

PROTECTI ON

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/ 15, CHG 4: 05/ 21 PLUMBI NG, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00. 00 20 08/ 10, CHG 3: 08/ 18 BASI C MECHANI CAL MATERI ALS AND METHODS

23 05 48. 00 40 05/ 22 VI BRATI ON AND SEI SMI C CONTROLS FOR

HVAC PI PI NG AND EQUI PMENT

23 05 93 11/ 15 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR

HVAC

23 07 00 02/ 13, CHG 7: 05/ 20 THERMAL I NSULATI ON FOR MECHANI CAL

SYSTEMS

23 09 00 02/ 19, CHG 3: 05/ 21 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13 11/ 15, CHG 2: 05/ 21 I NSTRUMENTATI ON AND CONTROL DEVI CES

FOR HVAC

23 09 23. 02 02/ 19, CHG 1: 02/ 20 BACNET DI RECT DI GI TAL CONTROL FOR HVAC

PROJECT TABLE OF CONTENTS Page 2

AND OTHER BUI LDI NG CONTROL SYSTEMS

23 09 33. 00 40 11/ 20 ELECTRI C AND ELECTRONI C CONTROL SYSTEM

FOR HVAC

23 21 13. 00 20 04/ 06, CHG 2: 11/ 19 LOW TEMPERATURE WATER ( LTW) HEATI NG

SYSTEM

23 30 00 05/ 20, CHG 1: 02/ 22 HVAC AI R DI STRI BUTI ON

23 64 26 08/ 09, CHG 6: 11/ 22 CHI LLED, CHI LLED- HOT, AND CONDENSER

WATER PI PI NG SYSTEMS

23 73 13. 00 40 05/ 17 MODULAR I NDOOR CENTRAL- STATI ON

AI R- HANDLI NG UNI TS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 08 10 05/ 21 UTI LI TY MONI TORI NG AND CONTROL SYSTEM

TESTI NG

25 10 10 02/ 19, CHG 1: 05/ 21 UTI LI TY MONI TORI NG AND CONTROL SYSTEM

( UMCS) FRONT END AND I NTEGRATI ON

DI VI SI ON 26 - ELECTRI CAL

26 05 73 08/ 23 POWER SYSTEM STUDI ES

26 20 00 08/ 19, CHG 3: 11/ 21 I NTERI OR DI STRI BUTI ON SYSTEM

26 51 00 05/ 20, CHG 2: 11/ 21 I NTERI OR LI GHTI NG

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 08/ 20 I NTERI OR FI RE ALARM AND MASS

NOTI FI CATI ON SYSTEM, ADDRESSABLE

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 3

THI S PAGE I NTENTI ONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 4

UHHZ990029 RPR/RPL HVAC System / Roof B300 STATEMENT OF WORK – 01005

STATEMENT OF WORK

PART 1 - GENERAL

1.01 STATEMENT OF WORK: This is a general overview of the project. Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. Note especially

DFAR 252.236-7001 regarding designer intent.

A. Location: Accomplish Work at Robins AFB, GA at building B300. All A&E, engineering, plumbing, HVAC, and electrical work required on this task order will be accomplished by personnel and or business with a Georgia License.

B. Pre-Award Submittals. Submit the following before award during non-competitive negotiations:

1. Cost - Cost breakout with base bid, design cost, and options on separate sheets. Provide complete breakouts in similar fashion for each subcontractor.

2. Schedule – The contractor shall submit a schedule from award to construction complete in

MS Project or Excel format. A Pre-Construction meeting will be held between the contractor, project manager, building manager/occupant, and contracting representative to determine a construction start date.

C. Price: The original contracted price includes special work times for utility outages and repair of damages. The words "at no additional cost to the Government" apply to all such situations whether stated or not.

D. Contract Documents: Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. The DFARS clause 252.236-7001, Contract Drawings and

Specifications, is hereby incorporated by reference if not listed in the Standard Form 1442 of the contract. Note especially the clause's instructions regarding designer intent.

E. Project Scope, Objectives, and Criteria. Provide all labor, material, plant, equipment, supplies, and coordination required for the renovation of Robins Air Force Base Building 300.

The work includes the following: replacement of the HVAC system, replace portions of the electrical systems, headhouse roof replacement, replacement of all existing windows, ADA code upgrades for accessible toilets in the basement and first floor, improve the insulation value of the exterior walls and replace interior finishes throughout the building. ADA access is required at the basement east portion of the building with an accessible ramp to the main entry door and chair lift access from the entry landing up to the first floor and down to the basement to provide access to the basement office space, due to lack of an elevator in the basement east area. Additional ramps have been added to the basement east to give access to the basement floor areas. The basement east secure area shall have the raised flooring removed, existing asbestos tile flooring removed, and all doors, door frames and wall fixtures lowered to the existing concrete floor level to allow HVAC ducting above the new ACT ceiling. This is due to the presence of asbestos tile flooring under the basement east that must be removed and provide new carpet tile flooring on the existing concrete floor. The ceiling shall be acoustical tile ceiling that allows for HVAC ductwork above the ceiling. The project scope includes renovating the existing building to bring it up to current UFC code compliance local and national code compliance and upgrade the facility finishes. A full hazardous materials survey and report is required as part of the renovation, to assess the removal of asbestos tiles, lead paint and asbestos containing materials.

UHHZ990029 RPR/RPL HVAC System / Roof B300 STATEMENT OF WORK – 01005

The center area of the first floor will require window, exterior wall and door replacement to remove and replace the deteriorated windows and wood siding at open office room 140. The second-floor brick wall at the second-floor roof above room 140 shall also be replaced to repair the damaged brick veneer and cast stone banding on the exterior wall. For the repairs to occur, the project will be phased to allow the occupants to stay within the building and renovate only sections of the building at one time. There is an extensive amount of workstation cubicle furniture that was inventoried, and shall be removed by the contractor and stored off site, then reassembled by the contractor in the same locations after the renovation is complete.

PROTECTION OF EXISTING CONDITIONS

1. The Contractor shall provide exterior and interior photographic documentation at the project site for pre-existing conditions before construction and conditions at the time of completion. Contractor shall protect all existing exterior conditions, as well as existing adjacent conditions. The Contractor shall protect all interior conditions upon removal of all windows. The Contractor will be responsible for the cost to repair and/or replace any damaged areas in the interior and exterior due to damage incurred by the installation and painting and shall restore the areas to its original condition.

SURVEY OF EXISTING CONDITIONS

1. The Contractor shall conduct a survey of the project site to field verify the existing site conditions. If any issues are discovered during the time of the field investigation that may pose a problem during the duration of the project, the Contractor shall provide documentation to the Contracting Representative. The Contractor shall coordinate with the Civil Engineering project Construction Inspector and/or Project Manager to schedule a time for the site survey.

PROTECTION

1. Contractor shall protect all portions of the building interior and exterior not being renovated and will be responsible for the cost to repair and/or replace any damaged areas in the interior and exterior due to damage incurred by the installation and painting and shall restore the areas to its original condition.

EXPERIENCE

1. The contractor shall have a minimum of five (5) years experience with working on

Structural renovation, Plumbing renovation, HVAC replacement, Electrical renovation, Roof Replacement, Architectural finish renovation related construction projects.

NEW WORK

The work includes the following: replacement of the HVAC system, replace portions of the electrical systems, headhouse roof replacement, replacement of all existing windows, ADA code upgrades for accessible toilets in the basement and first floor, improve the insulation value of the exterior walls and replace interior finishes throughout the building as indicated in detail on the construction documents and specifications.

UHHZ990029 RPR/RPL HVAC System / Roof B300 STATEMENT OF WORK – 01005

F. General Congestion:

1. Work area is restricted to the area shown. It is slightly congested.

2. Some factors that may restrict work include various airfield operations going on near or on the construction site.

G. Evacuation: Before fencing off the construction area, notify the Contracting Officer in writing 21 days before ready to start.

1.02 CONTINUED OCCUPANCY:

A. Access: Building 300 shall remain in full operation during the entire duration of the project.

The contractor will be given full access to the project area.

B. The work area is not in a restricted area.

C. Beneficial Occupancy: The Government reserves the right to take beneficial occupancy of parts of the project area before the total project completion date. This is not final acceptance, and identified deficiencies must still be corrected.

1.03 HOURS OF WORK:

A. Standard Work Hours: The contractor shall perform the services required under this contract during the following hours: MON – FRI, 0730 –1630, except federal holidays and as noted herein. The contractor may be allowed to work, with prior approval of the contracting officer representative, extended hours to ensure timely completion of work at no additional cost to the government. Permission to work extended/alternate hours shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired. The Government reserves the right to deny the contractor’s request.

B. Holidays: The contractor is not required to work on the following days without written approval: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and

Christmas Day. If the holiday falls on a Saturday, it is observed on Friday. If the holiday falls on Sunday, it is observed on Monday. Permission to work on holidays shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired.

The Government reserves the right to deny the contractor’s request.

C. Alternate Work Hours:

1. If the Contractor desires to work another set of standard hours, such as four 10-hour days, submit written request five (5) workdays before the date desired to work the different standard.

2. To work special hours or days such as to continue exterior painting until dark, request verbal approval from the Contracting Officer at least four hours in advance.

UHHZ990029 RPR/RPL HVAC System / Roof B300 STATEMENT OF WORK – 01005

3. The Government reserves the right to refuse these requests. However, they will usually be approved unless they negatively affect the base or the using activity. For example, the using activity may have difficulty paying overtime for escorts in controlled areas. In addition, work requiring inspector presence such as placing concrete may not be possible outside normal hours on short notice. Digging outside of normal hours will normally not be approved.

D. All references to days mean calendar days unless otherwise noted.

1.04 SUPERINTENDENT: A full time Superintendent is required for this project.

D. The Superintendent shall be a working superintendent. The superintendent shall be on site at all times when any contractor or subcontractor personnel are on site. If the superintendent is a working superintendent he must at all times be available to the Government and be totally aware all aspects of the project.

E. The contractor shall provide the Contracting Officer a letter designating a competent person as site superintendent. The letter shall state that the superintendent has full authority to act for the Contractor and will be the primary Point of Contact for the Government. The Government reserves the right to disapprove the proposed superintendent.

F. The Government through the Contracting Officer or Technical Representative of the

Contracting Officer (CEA Project Manager) reserves the right to shut down all Contractor site activities if the superintendent is not on site at such times. Site work shall not resume until the superintendent has returned to the site. Several violations of this requirement are cause for termination for default.

1.05 SUBMITTALS:

A. See Submittal Register

B. General: Provide the following submittals in accordance with instructions found in Section

01300, Submittals and Contractor Furnished Items. The contractor may submit manufacturer’s data in lieu of the required certificate of compliance if he desires. The government requires manufacturer’s data if an “X” appears under the “Mfg. Data Required” column.

C. Material Submittals: All materials listed on the submittal register are required for this delivery order and shall be submitted electronically.

D. Other Submittals: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector

Para # Description Date Required Check Mark

1.01 E Evacuation Notice 21 days prior _______

1.03 B Alternate Work Hours 5 days prior _______

UHHZ990029 RPR/RPL HVAC System / Roof B300 STATEMENT OF WORK – 01005

1.06 GOVERNMENT FURNISHED PROPERTY: Will be picked up within 30 days after Notice to

Proceed or within 30 days after notification by the Contracting Officer.

1.07 GOVERNMENT REPRESENTATIVES:

A. The contractor shall not make any changes to or deviate from the requirements listed in the

SOW unless approved in writing by the Contracting Officer.

PART 2 - PRODUCTS

A. Sole Source Products

B. Design Basis

PART 3 - EXECUTION

3.01 COMMENCEMENT OF WORK

A. Construction Prohibition: Do not order any materials or start any construction until the Contracting

Officer has approved all related submittals.

B. Noncompliance Impacts: Any contractor costs resulting from noncompliance with these requirements are the sole expense of the contractor. Noncompliance shall not be cause for contract extensions or other considerations, but they may be cause for the Government to charge the contractor for liquidated damages for all negative impacts upon the Government.

3.02 COORDINATION: The superintendent (or contractor on-site project manager) shall coordinate work between different disciplines.

A. Avoid conflicts between new mechanical, electrical, architectural, and civil systems. Also, avoid conflicts between new work and existing structural or physical aspects or features of the facility. Request guidance from the Technical Representative of the Contracting Officer, and then perform such work at no additional cost to the Government.

B. Locations shown are approximate and may be moved if approved by the Technical

Representative of the Contracting Officer. Show such variations on as-built drawings and do them at no additional cost to the Government.

C. Manufacturers' recommendations and/or requirements, if more stringent than the specifications and drawings, shall be followed at no additional cost to the Government.

D. Dig Permit: Contractor shall submit CE dig permit request and 811 information to the Air

Force Project Manager 21 calendar days prior to digging, drilling, or potholing. Contractor will mark area with white flags and paint, and provide a copy of the 811 clearance to the AF

PM. The AF PM will submit the AF103 into the system to obtain the CE Dig Permit. The

AF PM will notify the contractor when the CE Permit is approved.

UHHZ990029 RPR/RPL HVAC System / Roof B300 STATEMENT OF WORK – 01005

3.03 GOVERNMENT-FURNISHED PROPERTY will be provided in this project. Government furnished furniture and workstation cubicle furniture shall be removed by the contractor and stored off site, then reassembled by the contractor in the same locations after the renovation is complete.

3.04 AS-BUILTS: Also see Section 01300 for submittal items such as as-builts that apply to all projects.

3.05 PROJECT MANAGER: The Project Manager of this project will be Eric Rice, 478-327-2918.

<<<<< END OF SECTION >>>>>

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

SITE REQUIREMENTS

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project may include includes work in one or more Controlled Areas. The Contracting

Officer will assist in getting proper notation on personnel badges for applicable areas. Add if needed >>> (, such as warehouses, the Flightline, Command Posts, and similar.)

2. Use no radios, pagers, or walkie-talkies in these areas.

3. Allow 15 minutes wait at arrival for escorts.

4. The contractor is responsible for all controlled/restricted area badges issued for this project.

A work site phasing plan must be completed and approved by Airfield Management and CE prior to waiver be submitted for coordination.

B. Airfield Zone Waivers:

1. Construction Waiver: UFC 3-260-01, Appendix B, Section B1-2.5.4.7, requires a temporary construction waiver be obtained for construction projects on the airfield that violate airfield clearance criteria. This applies to any construction, construction equipment storage, or hauling of materials or waste products that will take place during the term of the project. The Contractor shall provide the information necessary for the waiver process to the Base Project Manager. The Base Project Manager will in turn provide all necessary information to the Community Planner to begin the waiver process.

Do not start any work in the Airfield Zone until the Technical Representative of the Contracting Officer

(TRCO = CE Inspector) has provided a copy of the approved waiver to the Contractor.

2. Crane Permit: If a crane is required for construction on the airfield, the Contracting Officer will work with the Civil Engineering Community Planner to obtain the approval. Any crane activity on the airfield will require Airfield Management notification to allow for proper NOTAM publication to advise the flying community. Any crane that will be erected over 200 ft. in height will require an approved FAA Form 7460-1 Notice of Proposed Construction or Alteration to be filed and approved by the FAA. Submit a request in writing to the Contracting officer at least 45 days prior to the start of the work. The request shall detail the schedule for such work, hours of operation, height of the crane, and location of the crane. Be prepared to abide by any restrictions noted on the approval documents. Crane storage when not in use will be in the down position as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at Robins AFB.

C. Airfield Zone Site Requirements:

1. The Airfield Zone is shown on the Location map of Drawings. It is also referred to as the

Flightline. Note that Section 01580, Safety Requirements, contains additional guidance on eliminating

Foreign Object Damage (FOD) to the aircraft on the Flightline.

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

2. Schedule: Furnish a schedule to the Contracting Officer on the anticipated work schedule for each area in the contract.

3. Storage Site Request: Request in advance and obtain approval from Airfield Operations

Management for any storage sites for all equipment and materials used on the contract.

4. Haul Route Request: Request in advance and obtain approval from Airfield Operations

Management for all haul routes or other travel requirements on the Flightline.

5. Prior to driving on the Flightline, the contractor shall ensure that all personnel required to operate vehicles on the Flightline are trained and certified. The contractor is responsible for scheduling the training through Project Manager Eric Rice, 478-327-2918, with adequate lead-time so as not to interfere with the contract schedule. Upon completion of the training, an AF Form 483 (Certificate of

Competency) will be issued by the Airfield Manager’s office, which certifies that the individual has been trained on Flightline driving. This certification must be in the possession of the vehicle operator when driving on the Flightline.

6. Forms to Return: Upon completion of the contract, turn in the AF Forms 483 to the

Contracting Officer so that final payment will not be delayed.

7. Prior to the start of work each day, coordinate with the Chief of Airfield Operations

Management at (478) 926-2114 or (478) 926-2115. The contractor will advise Airfield Operations

Management of the current work schedule, location and duration of work, and the type of equipment at the site for the day. The contractor shall also coordinate with Airfield Operations Management before leaving the site for the day.

8. Contractor employees requiring vehicle access to the controlled area of the Flightline shall display their company's name on both the right and left sides of the vehicle. Lettering shall be at least one and one half inches high and may be either permanently or magnetically affixed to the vehicle. The

Government will deny entry to contractor vehicles not displaying the company name.

9. Provide an escort for all material suppliers or vendors transporting equipment or material to/from the Flightline job site. The certified escort can be a passenger or operate a lead vehicle no further than three vehicle lengths in front of the escorted vehicle. Ensure that all subcontractors comply with all Flightline requirements.

10. In addition to the validated AF Form 483, vehicle operators shall have valid state driver's licenses in their possession when driving on the Flightline. Vehicle operators shall adhere to Flightline driving procedures contained in RAFB Instruction 13-206, Control and Operation of Vehicle on Robins

AFB Flightline and Industrial Area.

11. The contractor is responsible for ensuring that all contractor personnel, subcontractors, and suppliers meet all Flightline requirements. The Government may, at its discretion, remove any contractor, subcontractor, or supplier employee from and prohibit access to the Flightline for the duration of this contract for violations of Flightline procedures.

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

12. Employ a minimum of one person for each area where construction activity is underway whose full time job is to monitor radio traffic from the base control tower to ensure that no Flightline violations occur.

13. Under no circumstances shall contractor employees enter any Flightline building or area not covered by the contract or authorized for access to the contract area.

14. If a crane is required and approved for construction on Robins AFB, store the crane in such a manner as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at Robins AFB.

15. Provide continuous cleanup at the work site. All areas shall be kept so clean as to prevent the spread of materials that may be tracked or into other aircraft areas or which may be windblown in such a way as to cause a hazard to personnel, automotive traffic or aircraft traffic. Materials will not be allowed to accumulate in such a manner as to create an eyesore. Clean all haul routes as required to maintain aircraft safety and site order.

1.02 UTILITY REQUIREMENTS

A. Outages: Request utility outages in writing to the Base Civil Engineer, with a copy to the

Contracting Officer, a minimum of 21 days before the proposed outage. These will be scheduled at

Government convenience and may be at times other than normal working hours. For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These are at no additional cost to the Government.

B. Metering.

1. For DoD agencies, install meters on all:

a. New facilities or renovated facilities, using applicable constructions funds.

b. Existing facilities at government expense when the total cost to install the meter does not exceed the estimated gross revenue for 1 year. For energy management purposes, install permanent or temporary meters at government expenses, regardless of gross revenue for 1 year, on new or existing individual buildings, structures, appliances, or equipment. For installing meters on existing facilities, the Base Civil Engineer budgets for and prioritizes installing meters using fund sources that include

Operations and Maintenance; Research, Development, Test and Evaluation; and, DBOF facilities.

2. Provide service entrance metering on the facility for electrical, natural gas, and steam utilities, as applicable.

1.03 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section

01300, Submittals and Contractor Furnished Items, See Submittal Register in specifications.

B. Material Submittals: None required under this section.

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

C. Other Submittals: Provide the following submittals as required by the contract or as directed

Inspector

Para # Description Date Required Checklist

1.02 Utility Outage Requests 21 days prior to outage ______

1.04 Safeguarding LAN Com Lines 21 days prior to work ______

3.01.E Road/Parking Closure Request 21 days prior to work ______

3.02.A Govt Property Damage Notice Within 3 days of event ______

3.03.C Warning Tape 14 days after NTP ______

3.03.D Tracer Wire 14 days after NTP ______

3.04 Bldg Number on Corners 14 days before pre-final ______

3.05 Before - Site Photos Before Construction ______

3.05 After - Site Photos Before Final Inspection ______

3.08 Storage and Trailer Request 14 days after NTP ______

Form 1 Fire Alarm Request 7 days before work ______

Form 2 Fire Alarm Inspection Before Work 3 days before work ______

Form 3 Fire Alarm Inspection After Work Before pre-final ______

1.04 SAFEGUARDING COMMUNICATION FACILITIES: For work that will interfere with Local

Area Network (LAN) cable, aerial cable, house cable, underground cable, or other communication facilities, notify the Contracting Officer in writing 21 days before the scheduled construction. Do no work until receiving written approval.

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 DIGGING/EXCAVATION REQUIREMENTS: The Drawings show underground utilities and structures as presently shown on the best available record drawings of the site, and these may have some inaccuracies. The information is provided for general bidding purposes only. Actual locations and quantities must be determined at the site while obtaining the form below.

A. Digging/Excavation Permit (Obtained on Base): Digging permits are obtained at 0800

Monday mornings, only, in Building 1555. The Contractor, along with the technical representative, shall meet with Civil Engineering utility personnel at this time to make all necessary arrangements for the excavation permit before any digging. The Contractor will be given instructions on how to prepare and properly complete Digging/Excavation Permit. This includes coordination before beginning any work involving digging/excavation and location of buried structures and utility lines. Before getting signatures, provide a drawing indicating the full extent of digging/excavation (width/depth/length of trench or hole). Civil Engineering utility personnel will meet with the Contractor at the site and locate their underground utility lines and buried structures that might be affected by any digging/excavation.

Do not do any digging until all parties have approved the permit (three day maximum). The digging/excavation permit shall be effective only for the time period indicated by the final signature authority.

B. Re-coordination of the Digging/Excavation Permit with all organizations and the technical representative shall be required for any additional time required after expiration of the original time

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040 period. No digging/excavation shall be done after l600 hours on weekdays or anytime on weekends unless prior approval is obtained.

C. Location of Buried Structures and Utility Lines: Accurately locate and stake buried structures and utility lines indicated.

D. Excavation, trenching, and backfilling: Excavate to the required depth by hand digging within three (3) feet either side of the buried structures or utility line. Do not use motorized equipment within these parameters. Only open those trenches for which material is ready for replacement. As soon as approved by the technical representative, backfill trenches as required by the drawings or specifications. As a minimum, replace topsoil and grass the disturbed area by seeding and watering.

E. Damage: The contractor is responsible for any damage to underground structures and utility lines identified on the drawings and any identified and marked in the field as a result of obtaining the digging/excavation permit. If any underground utility is damaged, notify the technical representative immediately.

F. Cutting of Roads, Streets, and Paved Parking Areas:

1. Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)

2000. Closures of streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 30 days before the scheduled closure.

2. Road cuts shall be backfilled immediately after completion of associated utility work. When the road is reopened, the cut shall be filled with temporary or permanent materials to a smooth condition, or metal plates or other approved methods shall be employed to prevent discomfort or damage to vehicular traffic. Road cuts shall be permanently closed within 5 working days unless approved otherwise by the Contracting Officer. Provide advance signage warning motorists of the condition in accordance with the MUTCD. Repair streets as shown on the drawings.

3.02 REPAIR OF WORK AND MATERIAL: Carefully lay out cutting, channeling, chasing, or drilling of finish or structure or other surfaces for the installation of equipment or material to avoid damaging

Government property or adjacent materials not involved in the project. If Contractor personnel or equipment inadvertently damage such items, then follow the procedures below. Failure to follow the notification procedures below shall be considered a serious violation of the contract.

A. Notify the Contracting Officer by telephone immediately and confirm within 3 days with a typed letter if damage to Government property occurs. The Government reserves the right to require the Contractor to work overtime and purchase material for repair before the end of the workday at no additional cost to the Government.

B. Repair damage to building or equipment to match existing as directed by the

Contracting Officer with skilled workmen of the trades involved at no additional cost to the

Government.

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C. Repair Fire Resistant Assemblies that have been violated before the end of the day.

In the event the work is incomplete, provide fire-rated gypsum board to cover holes 2-inch and greater in any dimension.

D. Reconnect Disconnected Equipment before the end of the day and ensure that it is operating.

E. Existing Equipment and Material to remain or to be relocated is the property of the

Government. However, the Contractor is responsible for items to remain.

F. Labels on equipment plates with information shall be properly protected before any operation that could damage or cover the label.

***** If the following paragraph is used, add the attachments at the end of the section. *****

G. Fire Alarm: This contract involves work requiring existing fire alarm equipment either to remain or to be removed and reinstalled. The Contractor shall comply with the requirements of the inspection forms in the Appendix at the end of this section. One form is to notify the appropriate personnel that work is being accomplished on fire alarm systems. The other forms are used to establish the conditions of the system components prior to and following the contractor’s work.

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES:

A. Regardless of statements in other Spec sections, provide tracer wires and warning tapes over buried underground utilities and structures. Follow these requirements if the other Spec sections are less detailed and stringent.

B. These include all underground items such as utility lines, oil/water separators, fuel and water storage tanks, and utility pits and manholes with tops below grade.

C. Provide a warning tape of standard industrial width and thickness with imprinted words identifying the type of utility line or structure below it. Place along the length (and width if not a utility line) of the protected item at one-foot depth below grade.

D. For buried non-metallic lines and structures also provide a tracer wire placed just above them, so conventional locating equipment may be used to locate the lines or structures. These items may be made of plastic, fiberglass, or similar non-metallic material. Design basis of the tracer wire is

BMS Heavy Tracer Wire by Utilitronics, PO Box 480, Stoughton, MA 02072 - phone 1-800-245-8850.

Use no less than #12 AWG copper solid wire, 5/64” HMWPE insulation, with white color.

3.05 SITE PHOTOGRAPHS:

A. General: Take "before" and "after" color photographs of the work site on a digital camera with a resolution for each picture of at least 60 KB compressed image. Provide for approval on a electronic delivery as a submittal at least 24 views chosen by the Technical

Representative of the Contracting Officer (TRCO) before construction. Provide additional views

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040 as directed to show the full extent of the work. Provide for approval an identical set of "after" views.

B. Underground Utilities: For projects where there is trenching for any underground utilities, even if just laterals from outside equipment into mech-elec rooms, take an additional set of as-built photos after construction for approval before final inspection. These must cover the entire length of the trenching with a view to showing nearby landmarks to enable a person to locate the line in the field in the future by using the photos after the disturbed soil is no longer visible.

3.06 SITE MAINTENANCE, CLEAN UP, AND RESTORATION:

A. Maintain the work site in a neat, orderly, and safe manner. Cut grass regularly to maintain site to base standards.

B. Remove scrap, waste, and excess materials promptly. Provide signs, barricades, and lights as required to protect base personnel.

C. Do not allow trash and debris to accumulate and become unsightly. Sweep up and collect in contractor-maintained disposal containers daily. Dispose of collected debris weekly as a minimum.

D. Store materials on site in a neat and orderly manner.

E. Restore the project site to its final condition as required by the contract as soon as possible.

F. Do not open trenches or excavations until material is on-hand or scheduled to arrive within three days. Close excavations or ditches as soon as the work has been placed, inspected, and accepted by the Government.

G. For this project, install a chain link fence covered with vinyl fence fabric where required for the project duration. Use where unsightly storage of material would cause a problem for base leadership and the living environment of the base.

1. The intent of this requirement is to screen the more objectionable portions of the construction operation from the base population and maintain the base appearance standards as much as possible during construction.

2. The exact layout may be modified somewhat, at no additional cost to the

Government, with the approval of the contracting officer. The size of the gates shall be as required by the contractor for his operation.

3. Details: The fence shall be a minimum of six feet tall unless indicated otherwise. The fence screen shall be 100% polypropylene. The material shall weigh 5.1 oz/sy with a tensile strength using the grab method (ASTM D-1682) of 300 lbs (warp) and 110 lbs (fill). Burst strength shall be 320 psi using ASTM D-751 and tear strength using the trap method (ASTM D-4533) shall be 135 lbs (warp) and 50 lbs (fill). Air

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040 permeability shall be 150 cfm using ASTM D-737. The cable ties on grommets shall be a minimum of 7 ½” x 3/16” cable tie, UV treated, black. The color shall be tan. The design basis is the 85% tan shade cloth manufactured by PAK Unlimited of

Norcross, GA; phone 770-475-9916. The shade cloth shall cover the size of fence specified without being folded at the bottom or ends of the fence. Install in accordance with the manufacturer’s recommendations.

3.07 CRANES, BOOM-TRUCKS, ETC.: Any tall equipment, such as a crane or boom-truck, must be lowered when not in use, especially at the end of each work day. If used at night, then operate the appropriate lighting at the peak element.

3.08 STORAGE AND OFFICE AREA: Submit a request for approval if the Prime Contractor desires an office trailer on Base to support their contract. If approved, the Prime Contractor will be allowed limited land area to place an office trailer. The Prime Contractor will submit a request for approval for project specific storage area/laydown yard. The designated locations for an office trailer and storage area will be identified by the Technical Representative within the Base perimeter.

A. Trailers: Trailers must be in good repair and give a presentable appearance. Trailers used as Offices shall be anchored with rods and cable or by steel straps to ground anchors. The anchor system shall be designed to withstand high winds and must meet applicable state or local standards for anchoring mobile homes. Minimum 1 each corner.

B. Items stored for specific projects on Base are the responsibility of the Contractor.

Replace all such items acquired for this contract that are stolen, vandalized, damaged, or otherwise unusable - at no additional cost to the Government. The Contractor shall install a temporary fence in the manner and of the type detailed in Section 3.06 G.

C. This site shall be kept clean and orderly, or the Contracting Officer may require the

Contractor to evacuate the site before the end of the contract.

3.09 PROJECT CONSTRUCTION SIGNAGE: See Robins AFB Facility Standards, Part 4B.

Only the prime contractor is allowed an office trailer on the Installation.

a. Office Trailers shall not be larger than 10’X 50’.

b. Job site Conex and/or Office Trailer shall not be any larger than 8’X 20’.

c. Office Trailer shall display a 3’ x 5’ sign at least 4 feet from the bottom of the structure on the most visible exterior side of the trailer. The sign will include:

Company name with logo

Contract associated with the office trailer

Company representative and telephone number for 24 hour contact

The sign and the location of the sign on the trailer or conex will be approved by 78 CEG/CEN prior to the trailer coming on the Installation.

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

3.10 ROOF WARRANTY BUILDING SIGNAGE: Submit a copy for approval of the Contractor’s proposed roof warranty building signage in accordance with example below to be mounted on corner of building. If approved, the Contractor will install roof warranty signage at location as identified by the

Contracting Officer’s Technical Representative.

ROOF WARRANTY SIGN EXAMPLE

SIZE TO BE 8 ½” HIGH X 11” WIDE. SIGN TO BE ¼” REYNOBOND MATERIAL WITH

VINYL BACKGROUND (FEDERAL STANDARD (FED-STD) 595B COLOR, STANDARD

BROWN – 10100) AND VINYL LETTERING (FED-STD 595A COLOR, WHITE - #17875).

LETTERING TO BE BLOCK STYLE, WITH ARIAL FONT.

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

Appendix follows:

Form 1 – Fill out and submit to get approval to work on a fire alarm system.

Form 2 – Fill out and submit to document existing conditions of a fire alarm system to be worked on.

Form 3 – Fill out and submit to document conditions of a fire alarm system after contractor work is completed.

FIRE ALARM SYSTEM INSPECTION

COMPONENTS EXISTING TO REMAIN OR TO BE REMOVED AND REINSTALLED

PART 1. Prior to construction start DONE (Contractor to Initial/Date)

A. Schedule testing of all fire alarm components not scheduled for demolition (at

Government's convenience-minimum 72-hours notice required)

Person Notified (at CENME)

B. List all persons attending test:

* Fire Alarm Shop CEOFA

* Contractor Superintendent____________________________

Construction Management CENME

** Sub-Contractor Foreman

* Required Personnel

** This shall be the person(s) directly overseeing any removal and re-installation of fire alarm equipment.

C. Inspection (CENME Inspector to check one of the following)

(All parties to initial below):

All existing components in the project area have been tested and are working properly

All components have been tested and the following are not working properly. (Specify equipment, quantity, and location; e.g., 2 smoke detectors in northwest quadrant of Room 102.):

Acknowledgments:

CEOFA CENME Contractor

Sub-Contractor Others:

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FIRE ALARM SYSTEM INSPECTION

(COMPONENTS EXISTING TO REMAIN OR TO BE REMOVED AND REINSTALLED)

PART 2. At completion of work (before Prefinal inspection): DONE

(Contractor to

Initial/Date)

A. Schedule testing of all fire alarm components not scheduled for demolition (at Government's convenience-minimum 72-hours notice required)

Person Notified (at CENME)

B. List all persons attending test:

* Fire Alarm Shop CEOFA

* Contractor Superintendent____________________________

Construction Management (CENME)

** Sub-Contractor Foreman

* Fire Department (CEXFP) __________________

* Required Personnel

**This shall be the person(s) directly overseeing any removal and re-installation of fire alarm equipment.

C. Inspection Results (to check by CENME Inspector all parties to initial below):

_______Passed: All components have been tested and the system has been returned to its original condition.

NOTE: Minor failures referenced below are defined as only one or two components having been improperly reconnected or damaged and which can be readily repaired. Any damage to wiring, conduit or alarm panels, or more than one or two components, is a major failure on the part of the Contractor.

Failed (Minor): All components have been tested and the system has not been returned to its original condition. The following items must be repaired, replaced, or reconnected as necessary to restore their operation, at no additional cost to the Government, and those items retested.

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

Failed (Major): All components have been tested and the system has not been returned to its original condition. The following items must be repaired, replaced, or reconnected as necessary to restore their operation, at no additional cost the Government, and those items retested.

Acknowledgments:

CEOFA CENME Contractor

Sub-Contractor Others:

NOTE: The contractor shall reimburse the Government for any failed (major) test at the current shop rate (between $30.00 and $50.00) per person hour, including one (1) hour per person travel and preparation time. This does not include the CENME Inspector. We estimate between 2 and 4 people will be required and the test will take * (***MANAGER to determine) hours to conduct the test. *

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

UHHZ990029 RPR/RPL HVAC System / Roof B300 SITE REQUIREMENTS – 01040

UHHZ990029 RPR/RPL HVAC System / Roof B300 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS - 01300

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

1.01 GENERAL:

A. BASIC:

1. Provide items requiring drawings, diagrams, certifications, manufacturers’ literature, data brochures, technical data, sample requests, forms, and other data as noted under the submittals section of each specification section. All submittals and operations and maintenance data shall be submitted electronically with AF Form 3000.

2. This section does not describe design submittals required under design-build contracts.

B. CONSTRUCTION SUBMITTALS:

Inspector

Para No. Description Date Required Checkmark

1.01.C1 Time Schedule by Preperf/Precon Mtg _____

1.01.C1 Meeting Records As Noted or Monthly _____

1.03.D Progress Report Monthly _____

1.03.E List of Values with First Progress Report _____

1.03.F Daily Reports Weekly _____

1.10 Closeout Report before Final Inspection _____

C. PRECONSTRUCTION SUBMITTALS:

1. In accordance with this Section, the following documents are required and must be submitted within 14 days after Construction NTP is issued:

List of proposed subcontractors

List of proposed products

Construction Progress Time Schedule (AF Form 3064)

1 Set of Bid Documents (Drawings & Specs)

Submittal register

Meeting Records

Health and safety plan

Work and Demolition plan

Quality control (QC) plan

(Environmental protection plan)

(Storm Water Pollution Prevention Plan)

(Storm Water Notice of Intent)

(Existing Conditions – Photographs and Field Verification Sign-off)

D. CONTRACTOR RESPONSIBILITY:

1. Review, Corrections, or Comments made on the Submittals do not relieve the contractor from compliance with the requirements of the Drawings, Specifications, Addendums, and

UHHZ990029 RPR/RPL HVAC System / Roof B300 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS - 01300

Contract Documents. By entering into this contract, the contractor agrees that the purpose of submittals is to demonstrate to the contracting officer that the contractor understands the design concept and that he demonstrates his…