Specifications_Vol._1_of_2.pdf

PROJECT SPECIFICATIONS

FOR

ADDITION/ALTERATIONS TO AIRCRAFT CORROSION

CONTROL FACILITY, BUILDING 180

PROJECT UHHZ 130401

ROBINS AIR FORCE BASE, GEORGIA

100% CORRECTED FINAL SUBMITTAL

VOLUME 1 OF 2

DEPARTMENT OF THE AIR FORCE

78 CEG

ROBINS AIR FORCE BASE, GEORGIA

100% Corrected Final Submittal Issued 10 February, 2016 (revised 28 March, 2016)

GCAG JOB NO: 15051

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UHHZ130401 INDEX OF SPECIFICATIONS

INDEX OF SPECIFICATIONS

DATE: Final Corrected Submittal Issued 10 February, 2016 (revised 28 March, 2016)

SPECIFICATIONS INDEX, UHHZ130401, ADDITION/ALTERATIONS TO AIRCRAFT

CORROSION CONTROL FACILITY, BUILDING 180

NUMBER TITLE PAGES

VOLUME 1

Division 01 – ROBINS AFB – General Requirements

01005 01005-1 thru 01005-7 01040 01040-1 thru 01040-12 01300 01300-1 thru 01300-9

No. of pages = 2 01310 01310-1 thru 01310-5 01501 01501-1 thru 01501-3 01540 01540-1 thru 01540-12 01560 01560-1 thru 01560-24 01572 01572-1 thru 01572-6 01580 01580-1 thru 01580-6 01600 01600-1 thru 01600-3 01700 01700-1 thru 01700-6 01730

Statement of Work (revised 28 March, 2016) Site Requirements Submittals and Contractor-Furnished Items 01300 Appendix A Submittal Register CADD As-Built Drawings Temporary Services for Contractor Green Procurement Environmental Requirements Construction & Demolition Waste Management Safety Requirements Product Requirements Execution Requirements Operations and Maintenance Data 01730-1 thru 01730-6

Division 02 – Existing Conditions

024100 Demolition and Deconstruction 024100-1 thru 024100-10 024251 Carpet Removal and Reclamation 024251-1 thru 0241251-4

Division 03 – Concrete

033000 Cast-In-Place Concrete 033000-1 thru 033000-37

Division 04 – Masonry

042000 Masonry 42000-1 thru 042000-25

Division 05 - Metals

053000 Steel Decks 053000-1 thru 053000-13 054001 Prefabricated Cold-formed Metal Trusses 054001-1 thru 054001-6 055013 Miscellaneous Metal Fabrications 055013-1 thru 055013-8 055200 Metal Railings 055200-1 thru 055200-4

Division 06 – Wood, Plastics and Composites

062000 Finish Carpentry 062000-1 thru 062000-6

064116.0010 Plastic-Laminate-Clad Architectural Casework 064116.0010-1 thru 064116.0010-9

066116 Solid Polymer (Solid Surfacing) Fabrications 066116-1 thru 066116-8

Division 07 - Thermal and Moisture Protection

071113 Bituminous Dampproofing 071113-1 thru 071113-3 071353 Elastomeric Sheet Waterproofing 071553-1 thru 071553-5 072113 Board Insulation 072113-1 thru 072113-6 072116 Mineral Fiber Blanket and Sound Attenuation Batt

Insulation 072116-1 thru 072116-5 072129 Sprayed Polyurethane Foam Insulation 072129-1 thru 072129-12 074113 Metal Roof Panels 074113-1 thru 074113-25 074213 Metal Wall and Soffit Panels 074213-1 thru 074213-18 075419 Polyvinyl-Chloride Roofing 075419-1 thru 075419-14 076000 Flashing, Sheet Metal, Parapet Wall Coping and Roof

Curbs 076000-1 thru 076000-7 078400 Firestopping 078400-1 thru 078400-5 079200 Joint Sealants 079200-1 thru 079200-6

Division 08 – Openings

081113 Steel Doors and Frames 081113-1 thru 081113-6 081116 Aluminum Doors and Frames 081116-1 thru 081116-7 081400 Wood Doors 081400-1 thru 081400-3 084113 Aluminum-Framed Storefronts 084113-1 thru 084113-11 087100 Door Hardware 087100-1 thru 087100-10 088100 Glazing 088100-1 thru 088100-7

Division 09 – Finishes

092200 Supports for Gypsum Board 092200-1 thru 092200-3 092900 Gypsum Board 092900-1 thru 092900-8 093013 Ceramic Tiling 093013-1 thru 093013-6 095100 Acoustical Ceiling 095100-1 thru 095100-7 096500 Resilient Flooring 096500-1 thru 096500-5

096723.13 Standard Resinous Flooring 096723.13-1 thru

096723.13-7 096800 Carpeting 096800-1 thru 096800-7 099000 Paints and Coatings 099000-1 thru 099000-22

Division 10 - Specialties

101100 Visual Display Units 101100-1 thru 101100-2

101400.10 Exterior Signage 101400.10-1 thru

101400.10-2

101400.20 Interior Signage 101400.20-1 thru

101400.20- 5

102113 Toilet Compartments 102113-1 thru 102113-7 102613 Corner Guards 102613-1 thru 102613-3 102813 Toilet, Locker Room, and Decontamination Room

Accessories 102813-1 thru 102813-4 104416 Fire Extinguishers 104416-1 thru 104416-3 107316 Pre-Engineered Aluminum Canopy Systems 107316-1 thru 107316-17

Division 11 - Equipment

Division 12 – Furnishings

122100 Window Blinds 122100-1 thru 122100-4 124813 Entrance Floor Mats and Frames 124813-1 thru 124813-3

Division 13 - Special Construction

Division 14 - Conveying Equipment

VOLUME 2

Division 21 – Fire Suppression

211313.0010 Wet Pipe Sprinkler System, Fire Protection 211313.0010-1 thru 211313.0010-13

Division 22 – Plumbing

220000 Plumbing, General Purpose 220000-1 thru 220000-35

Division 23 – Heating, Ventilation and Air Conditioning

230000 Air Supply, Distribution, Ventilation and Exhaust Systems 230000-1 thru 230000-23

230593 Testing, Adjusting, and Balancing for HVAC 230593-1 thru 230593-26 230700 Thermal Insulation for Mechanical Systems 230700-1 thru 230700-30

230800.0010 Commissioning of HVAC Systems 230800.0010-1 thru

230800.0010-29

230923.1320 BACnet Direct Digital Control Systems for HVAC 230923.1320-1 thru

230923.1320-43 236426 Chilled, Hot and Condenser Water Piping Systems 236426-1 thru 236426-22

Division 25 – Integrated Automation

Division 26 - Electrical

262000 Interior Distribution System 262000-1 thru 262000-28

264100 Lightning Protection System 264100-1 thru 264100-6 265100 Interior Lighting 265100-1 thru 265100-10 265600 Exterior Lighting 265600-1 thru 26500-10

Division 27 – Communications

271000 Building Telecommunications Cabling System 271000-1 thru 271000-16

Division 28 – Electronic Safety and Security

283176 Interior Fire Alarm and Mass Notification System 283176-1 thru 283176-38

Division 31 – Earthwork

310000 Earthwork 310000-1 thru 310000-15 311100 Clearing and Grubbing 311100-1 thru 311100-3

312300.0020 Excavation and Fill 312300.0020-1 thru

312300.0020-13

313116.13 Chemical Termite Control 313116.13-1 thru

3113116.13-7 312111 Soil Surface Erosion Control 312111-1 thru 312111-14

Division 32 – Exterior Improvements

321313.06 Portland Cement Concrete Pavement for Roads and Site 321313.06-1 thru Facilities 321313.06-20

321613 Concrete Sidewalks and Curbs and Gutters 321613-1 thru 321613-13

321723.0020 Pavement Markings 321723.0020-1 thru

321723.0020-15

Division 33 – Utilities

331100 Water Distribution 331100-1 thru 331100-9 333000 Sanitary Sewers 333000-1 thru 333000-8

Division 34 – Transportation

Division 35 – Water and Marine Construction

Division 40 – Process Integration

Division 41 – Material Processing and Handling Equipment

Division 42 – Process Heating, Cooling and Drying Equipment

Division 43 – Process Gas and Liquid Handling, Purification, and Storage Equipment

Division 44 – Pollution and Waste Control Equipment

Division 46 – Water and Wastewater Equipment

Division 48 – Electrical Power Generation

Appendix A – Geotechnical Report

Appendix B – Hazardous Materials Report

TOTAL NUMBER OF PAGES (Including Index) = 947

<<<<< END OF INDEX >>>>>

UHHZ130401 STATEMENT OF WORK - 01005

28 March 2016 (revised to correct Performance Period) l

STATEMENT OF WORK

01005 - 1 of 6

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.

B. Price: The original contracted price includes special work times for utility outages and repair of damages.

C. Contract Documents: Follow details shown by the specifications and drawings.

D. Project Scope, Objectives, and Criteria. Provide all labor, material, plant, equipment, supplies, and coordination required to construct the PPE change rooms at Bldg 142 as described in the drawings and specifications. A general summary of the construction scope is below.

a. Existing Conditions Building #180, is a circa 1982, 43,150 square foot, steel frame and metal panel clad structure. The primary function of this facility is the stripping, preparing and repainting of protective coatings for aircraft components. The construction type appears to be Type II-B as defined by the International Building Code (2012). This facility is primarily a High Bay, Group F-1 occupancy with approximately 4,970 square feet of Group B occupancy dedicated to administrative and support spaces. The Administrative/Support area is separated by a 4 hour fire wall from the work areas. Fire protection/suppression systems are present throughout.

The Administrative/Support area is a two storied structure with a mechanical mezzanine above. The roof of this northern appendage aligns with the roof of the single story High Bay area to the South. The mezzanine floor level is open into the High Bay painting functions. Several metal clad exterior walls are backed by 8” or 12” CMU while the majority of exterior walls are exposed steel structure with metal liner panels facing the interior. The existing roof is a newly installed, mechanically attached, PVC single ply membrane that is approximately one year old. This roof has an existing 20 year warranty that shall be maintained.

In the Administrative area, the original interior wall construction was comprised solely of painted or tiled CMU construction. This was limited to the construction of the original Men’s and Women’s restroom and locker areas and the mechanical and break room. All ceilings are suspended acoustical ceiling tile. The mechanical room and dirty corridor Comm. room is exposed to structure above. Most recently, multiple additional gypsum board and metal stud walls, that appear to be demountable type partitions, were added in the administrative area to subdivide large spaces into offices and conference correct Performance Period)

STATEMENT OF WORK

01005 - 2 of 6 areas. The finish on these walls is vinyl wall fabric. A small amount of wood paneling is also present in this area.

Exterior doors and frames, in the original building construction, are primarily hollow metal with aluminum and glass doors and frames at entrances. Interior doors and frames in the newly configured administrative area are wood.

Double insulated, fixed aluminum storefront type windows, in a ribbon fashion, are present at the administrative/support, and break room areas.

b. Abatement of Hazardous Materials:

Hazardous materials testing was performed on the existing facility in the area of the proposed addition. No asbestos or lead containing materials were discovered to be present in the areas tested. The hazardous materials reports are included as an Appendix to this specification book. The Contractor shall notify the Contracting Officer’s representative immediately if suspected hazardous materials are encountered during performance of the work.

c. Demolition:

Demolish and dispose of all building components necessary to construct the new work. Refer to the drawings and other specification sections for general scope of demolition. The Contractor will visit the site to observe existing conditions, review the existing conditions drawings as compared to the new work drawings in order to develop a full demolition scope of work. Waste disposal shall comply with Division 1 specifications.

Note: Various underground utilities exist within and near the proposed new construction footprint. Known utilities are shown on the site drawings.

Existing utilities that conflict with the proposed new construction shall be relocated at the expense of the Contractor. If field conditions are found to differ from conditions described herein, the Contractor shall notify the Contracting Officer’s Representative (COR) immediately.

E. Project Requirements

New Work:

New work consists of construction of change rooms, locker rooms, toilets, support spaces and supporting HVAC and electrical systems. The building addition is approximately 1050 s.f. This addition will be of Type II-B construction as defined by the International Building Code (2012) edition and will be of “Non-Combustible, fully sprinklered” construction. This addition will primarily house the Women’s decontamination, shower and locker areas.

One administrative office is also included which will have a fixed aluminum framed, insulated storefront type window. The exterior walls will be masonry cavity wall construction and will be load bearing. The exterior face veneer will be 4” Split Faced CMU. Light gauge steel trusses will provide a 2-1/2” in 12” single slope roof extending from the existing two story wall of the West side of the facility. Rigid insulation will be utilized in both the wall cavity and correct Performance Period)

STATEMENT OF WORK

01005 - 3 of 6 above the metal roof decking. Cover board, a self adhering vapor barrier and standing seam metal roofing will complete the roof construction.

The remainder of the project will involve the near complete demolition and rebuilding of interior spaces at the existing ancillary spaces of the facility.

This renovation will house lockers, showers, restrooms, and break and a conference room.

Interior wall construction will be 3-5/8” or 6” metal studs at 1’-4” o.c. with 5/8” High Impact Resistant, gypsum board.

Existing fire protection systems will be modified extensively to support the new work.

The HVAC system as shown on the drawings is approximate. The contractor shall thoroughly investigate the site and verify dimensions and conditions of the existing buildings, equipment, structural members, existing and new HVAC configuration, vertical space clearance, piping, electrical, lighting, underground utilities, etc. prior to the submitting the bid proposal and also during the shop drawings submittal phase and prior to the actual construction work. There shall be no additional cost to the Government for any difference in site conditions.

The attached drawings and specifications indicate the existing conditions and minimum project requirements. Contractor shall be fully responsible for development of all requirements and the construction documents and shop drawings for the project. The newly installed HVAC systems shall be turn-key complete and fully operational to the satisfaction of the C.O.

representative. All systems shall comply with all applicable NFPA, Base Facility Standard, ETLs, ASHRAE Standards, National and Air Force codes and regulations in every respect.

Contractor shall protect all communication devices, equipment, outlets, and wiring not involved in the scope of work. Should damage occur contractor will be responsible for cost to repair and replace those communication items deemed available and operational at time of contractors work, as set by 78 ABW/SCXP (Base Comm). Verify conditions of all communication items prior to the construction work.

The building layout, i.e. locker rooms, hall ways, change rooms, restrooms and break and Classrooms, etc., for the project areas, as shown on the drawings, were developed using old record documents and may not be accurate. The contractor shall perform a thorough site survey and provide the shop drawings which shall reflect the actual layout of the project areas. The contractor shall readjust and/or locate the HVAC ductwork and diffusers/grilles accordingly to reflect the actual building plans.

correct Performance Period)

STATEMENT OF WORK

01005 - 4 of 6

Under no circumstances will any suppression or alarm system be left inoperative overnight.

The Contractor shall schedule and meet with the Civil Engineering utility shop personnel at the project site and locate their underground utility lines and buried structures that might be affected by any digging/excavation on the site plans during the design phase.

F. Performance Period:

The contractor shall have all submittals (except As-built drawings and O&M Manuals) submitted and approved within 60 days of Notice to Proceed. Contractor shall begin work within 80 days of NTP and be completed with project within 475 days of NTP.

G. General Congestion:

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

2. Some factors that may restrict work include as follows.

Temporary Facility staff trailers must be installed and made fully functional prior to commencement of any work within the facility.

H. Evacuation:

If Government personnel must evacuate the area before construction starts, notify the Contracting Officer in writing 21 days before ready to start.

1.02 CONTINUED OCCUPANCY:

A. Access: All working (shop) areas of building 180 shall remain in full operation during the time of the project. The contractor will be given full access to the majority of the project area.

Access will be limited, and shall be coordinated with the Contracting Officer, in the following areas

a. Vestibule #117A

b. Vestibule #117B

c. Steam Cleaning #118

d. Red Room #119A

e. Vestibule #119B

f. All Other Shops’ Areas

B. 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.

correct Performance Period)

STATEMENT OF WORK

01005 - 5 of 6

1.03 HOURS OF WORK:

A. Standard Work Hours

1. Normal work hours of 7:30 AM to 4:00 PM eastern standard time Monday through Friday. Work must stop on official Government holidays and work curtailment days, unless specifically approved in advance.

B. Alternate Work Hours

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

2. 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 with prior written approval.

Digging outside of normal hours will not be approved.

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

1.04 SUBMITTALS:

A. 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.

B. Project Submittals shall be as required in individual specification sections, and may include shop drawings, product data, calculations, samples, etc.

C. Other Submittals: Provide any other required submittals as directed by the Contracting Officer.

PART 2 - PRODUCTS

Design Basis: as required where a Basis of Design product is listed in individual specification sections.

PART 3 - EXECUTION

3.01 COMMENCEMENT OF WORK

correct Performance Period)

STATEMENT OF WORK

01005 - 6 of 6

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 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.

3.03 GOVERNMENT-FURNISHED PROPERTY will not be provided in this project.

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

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

UHHZ130401____________ ________________________ __SITE REQUIREMENTS – 01040

10 February 2016

PART 1 - GENERAL

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project may include work in one or more Controlled Area(s). The Contracting Officer will assist in getting proper notation on personnel badges for applicable areas, such as warehouses 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. Fifty dollars ($50.00) per badge will be deducted from the final contract payment for badges lost or not returned, regardless of the reason for said loss/nonreturn. If a receipt is desired for badges turned in during the contract period, the contractor must furnish it for coordination.

B. Airfield Zone Waivers:

NOTE: Work inside the airfield zone is not anticipated.

1. Construction Waiver: UFC 3-260-01, Appendix B, Section B1-2.5.4.7, requires a temporary waiver be obtained for construction on the airfield. This applies to any construction, construction equipment storage, or hauling of materials or waste products that will take place within the boundaries of the Airfield Zone as shown on the Location map of Drawings. The Base Project Manager has advised the Base Community Planner to accomplish the necessary internal documents to obtain the temporary construction waiver for that area, and they are in 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 this permit. Any crane activity on the airfield requires approval from the 78 ABW Commander prior to starting work. 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.

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.

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

UHHZ130401____________ ________________________ __SITE REQUIREMENTS – 01040

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 78 OSS/OSAB, (478) 926-2114, 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.

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.

UHHZ130401____________ ________________________ __SITE REQUIREMENTS – 01040

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 the airfield, store the crane in such a manner as to not pose a hazard to flight operations. Contact, through the Inspector, 78 OSS, 926-2114, to receive instructions on how to store the crane each night.

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 into other aircraft areas or which may be windblown in such a way as to cause a hazard to 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.

New meters are not required for this project scope.

1.03 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items.

B. Material Submittals: None required under this section.

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

Inspector Para # Description Date Required Checklist

1.04 Safeguarding LAN Com Lines 21 days prior to work ______

3.03.C Warning Tape 14 days after NTP ______ 3.03.D Tracer Wire 14 days after NTP ______

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

UHHZ130401____________ ________________________ __SITE REQUIREMENTS – 01040

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 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

UHHZ130401____________ ________________________ __SITE REQUIREMENTS – 01040

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.

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 insure 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.

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.

UHHZ130401____________ ________________________ __SITE REQUIREMENTS – 01040

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 CD- RW/DVD disk at least 24 views chosen by the Technical Representative of the Contracting Officer (TRCO) before construction. Provide additional views 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.

3.08 STORAGE AND OFFICE AREA: Submit a request for approval if the Contractor desires a storage area or storage/office trailer(s) on Base. If approved, the Contractor will be allowed limited land area to put an office and/or storage trailer and storage area, but only for this contract. The location will be as identified by the Technical Representative within the Base perimeter.

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A. Trailers: All contractor trailers must be identified with a professionally lettered and neat sign giving the name and phone number of both the trailer rental company and the contractor. Trailers must be in good repair and give a presentable appearance. Trailers used as Field 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 the project 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 may install a temporary fence in the manner and of the type that is acceptable to the Contracting Officer.

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.

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.

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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.

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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 .

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UHHZ130401 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

Revision date 10 May 2013

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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PART 1 - GENERAL

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 in a 3-ring binder or comb binder.

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 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 Contract

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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 understanding by indicating which equipment and material he intends to furnish, install, and use. Review of shop drawing will be general only for basic conformance with the design concept. The Government’s review of such drawings, schedules, or cuts shall not relieve the contractor from the responsibility for correcting all errors of any sort contained in the submittals.

2. The contractor is responsible for confirming and correlating all quantities and dimensions;

selecting proper fabrication processes, construction methods and installation techniques;

coordinating this work with that of all other trades; and performing all work in a safe, workmanlike and satisfactory manner.

3. The Government has not stipulated dates for turning in material submittals, unless noted elsewhere in the specifications. The contractor must manage his/her material and equipment lead times for obtaining approval in sufficient time to complete work on schedule.

1.02 SUBMITTALS: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector Para # Description Date Required Check Mark

1.05 A Superintendent Data As Directed ___

1.08 Equipment List 30 Days before Prefinal ___

1.03 SUBMITTAL INSTRUCTIONS: Each Specification Section lists the submittal requirements unique to it. The following apply to all sections.

A. SUBMITTAL FORMS: Material submittals shall be made using AF Form 3000. For design-build (DB) projects, all design submittals only require a transmittal letter.

B. MATERIAL SUBMITTALS:

1. COMPLETE SUBMISSIONS: All items requiring submittals for each section shall be provided at one time. Partial submittals will be returned without approval. No time extensions will be granted for failure to comply. In some instances the specifications may require certain items from one or more specifications sections to be submitted at one time.

For example, condensing units and air handler submittals may be required to be provided together.

2. SUBMITTAL CHECKLIST: The contractor shall complete a copy of the checklist provided in the submittals paragraph of each specification section. This checklist shall be provided with each submittal. Submittal information shall be arranged in order to correspond with each checklist.

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3. TIME: The Contractor shall have approved submittals before ordering any equipment under this contract. If equipment is ordered prior to receiving approval, it will be solely at the Contractor’s risk. Under no circumstances will material be installed prior to approval of submittals. There will be no time schedule for providing material submittals unless noted elsewhere in the specifications. The Contractor will be required to manage his materials/equipment lead times and obtain approval in sufficient time to complete the work on schedule. Disapproval of incomplete or unsatisfactory submittals shall not be grounds for contract extensions. Other submittals such as as-builts, test reports, etc., shall be provided as indicated.

4. MANUFACTURER’S DATA: When the specifications contain an “X” under the “Manufacturer’s Data Required” field of the submittals paragraph checklist, then the submission of manufacturer’s data is required. If an “X” is in the “Certificate of Compliance” field, then it becomes the Contractor’s option to submit manufacturer’s data or a Certificate of Compliance as detailed below.

5. EXCEPTIONS: If any material proposed for use on this contract deviates from the specifications, the Contractor shall submit those proposed deviations for approval along with detailed justification. All exceptions and deviations shall be described in detail with each product submittal. Cost will not be considered a justification for taking exceptions unless a credit is offered to the Government.

6. SUBSTITUTIONS: Products provided by manufacturers other than those specified as the “design basis” shall be considered substitutions.

a. All features of items submitted as substitutions are implied to be in full compliance with Specifications and Drawings if not specifically noted as "Exceptions."

b. Where a design basis is referenced in Specifications and Drawings, substitutions must meet or exceed the salient features of the design basis as determined by the Technical Representative of the Contracting Officer. Exceptions to design basis characteristics must be clearly noted as "Exceptions." Note: The Federal Acquisition Regulations place the burden of proving the substitute as equal or better on the contractor.

c. Changes required to accommodate approved substitution shall be made at no additional cost to the Government.