Robins AFB Division 1 Specs 220009.pdf

UHH220009 INDEX OF SPECIFICATIONS

INDEX OF SPECIFICATIONS

http://www.ccb.org/docs/ufgshome/UFGSToc.htm

DATE: (Same as on Drawings and in Kilroy Drawings Database.)

Title in ACES

NUMBER TITLE PAGES

Division 01 – ROBINS AFB – General Requirements

ALWAYS USED:

01005 Statement of Work 01005-1 thru 01005-4 01040 Site Requirements 01040-1 thru 01040-5 01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-6 01310 CADD As-Built Drawings 01310-1 thru 01310-5 01501 Temporary Services for Contractor 01501-1 thru 01501-5 01540 Green Procurement 01540-1 thru 01540-12

Attachment 2 No. of pages = 1

OR

Attachment 3 No. of pages = 1 Attachment 7 No. of pages = 2

01560 Environmental Requirements 01560-1 thru 01560-19 01572 Construction & Demolition Waste Management 01572-1 thru 01572-6 01580 Safety Requirements 01580-1 thru 01580-6 01600 Product Requirements 01600-1 thru 01600-3 01700 Execution Requirements 01700-1 thru 01700-6 01730 Operations and Maintenance Data 01730-1 thru 01730-6

INCLUDE WHEN NEEDED:

01020 (Design-build) Construction Design Performance Requirements 01020-1 thru 01020-30 Appendix A - References 1 thru 13 Appendix B - Fire Protection and Life Safety Analysis 1 thru 2

01030 (Design-build) Design after Award 01030-1 thru 01030-15 01042 Airfield Construction Hazard Marking 01042-1 thru 01042-2 01501 Temporary Services for Contractor 01501-1 thru 01501-2 01502 Temporary Services for Continued Occupancy 01502-1 thru 01502-2 01567 Asbestos Abatement (Minor) 01567-1 thru 01567-7 01568 Asbestos Abatement 01568-1 thru 01568-49 01650 Phasing 01650-1 thru 01650-49 01730 Operations and Maintenance Data 01730-1 thru 01730-8

Division 02 – Existing Conditions http://www.ccb.org/docs/ufgshome/UFGSToc.htm

UHHZ220009 INDEX OF SPECIFICATIONS

Division 03 - Concrete

Division 04 - Masonry

Division 05 - Metals

Division 06 – Wood, Plastics and Composites

Division 07 - Thermal and Moisture Protection

Division 08 - Openings

Division 09 - Finishes

Division 10 - Specialties

Division 11 - Equipment

Division 12 - Furnishings

Division 13 - Special Construction

Division 14 - Conveying Equipment

Division 21 – Fire Suppression

Division 22 – Plumbing

Division 23 – Heating, Ventilation and Air Conditioning

Division 25 – Integrated Automation

Division 26 – Electrical Division 16 - Electrical

16011 General Electrical 16011-1 thru 16011-8 16015 General Electrical, Residential 16015-1 thru 16015-7 16100 Wiring Methods 16100-1 thru 16100-12 16102 Wiring Methods for RF Shielding 16102-1 thru 16102-8 16104 Wiring Methods, Security 16104-1 thru 16104-2 16108 Wiring Methods, Hazardous Locations 16108-1 thru 16108-2 16109 Firestopping 16109-1 thru 16109-2 16150 Motors and Motor Controls 16150-1 thru 16150-4

UHZZ220009 INDEX OF SPECIFICATIONS

16151 Cable Trays 16151-1 thru 16151-5 16155 Motor Control Center 16155-1 thru 16155-2 16190 Demolition of Existing Facilities 16190-1 thru 16190-2 16195 Identification 16195-1 thru 16195-6 16197 Framed Under Glass 16197-1 thru 16197-1 16200 Package Engine Generator Set 16200-1 thru 16200-15 16312 Low-voltage Switchgear Secondary Unit Substation 16312-1 thru 16312-19 16335 Pad-mounted Air Switches 16335-1 thru 16335-5 16375 Electrical Distribution, UG 16375-1 thru 16375-13 16461 Dry Type Transformers 16461-1 thru 16461-3 16462 Pad-mounted Transformers (Single Phase) 16462-1 thru 16462-8 16463 Pad-mounted Transformers (Three Phase) 16463-1 thru 16463-7 16470 Panelboards 16470-1 thru 16470-4 16472 Peak-shaving Co-Generation Switchboard 16472-1 thru 16472-8 16510 Lighting Fixtures 16510-1 thru 16510-7 16530 Exterior Lights 16530-1 thru 16530-10 16535 Airfield & Taxiway Lighted Directional Signs 16535-1 thru 16535-8 16628 Automatic Transfer Switch (and Bypass Isolation Switch) 16628-1 thru 16628-6 16630 Cathodic Protection - Galvanic 16630-1 thru 16630-10 16632 Cathodic Protection - Impressed Current 16632-1 thru 16632-20 16636 Cathodic Protection - Water Tank 16636-1 thru 16636-7 16670 Lightning Protection System 16670-1 thru 16670-11 16672 Transient Voltage Surge Suppression (TVSS) 16672-1 thru 16672-4 16700 Communication System 16700-1 thru 16700-4 16710 Security Alarm System 16710-1 thru 16710-5 16721 Fire Alarm System (Addressable) 16721-1 thru 16721-15 16721 Fire Alarm System (Non-addressable) 16721-1 thru 16721-10

Division 27 – Communications

Division 28 – Electronic Safety and Security

Division 31 – Earthwork

Division 32 – Exterior Improvements

Division 33 – Utilities

Division 34 – Transportation

Division 35 – Water and Marine Construction

Division 40 – Process Integration

Division 41 – Material Processing and Handling Equipment

UHHZ220009 INDEX OF SPECIFICATIONS

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

TOTAL NUMBER OF PAGES (Including Index) = ____4_____

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

UHHZXXXXX SITE REQUIREMENTS - 01040

REVISION DATE 11 MAY 2017

SITE REQUIREMENTS

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*** (Designer: Go to the Header field and insert the project number) ***

PART 1 - GENERAL

**** Designer: Do not omit 1.01 paragraphs A, B, C below. The cover sheet of the Drawings refers to these, so they must always be included in the specs.

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project (may include) includes work in one or more Controlled Area(s). 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. 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/non-return. If a receipt is desired for badges turned in during the contract period, the contractor must furnish it for coordination.

*** Project Manager: Discuss these next 2 paragraphs, B and C, with the Community Planner before sending the project package out for Final Review. We must start the waiver at least 90 days before the contractor begins work, so if these paragraphs are included, then your PKC letter will include a form to give to the Community Planner to start the waiver process. The Community Planner must have the approved waiver in hand before the contractor starts work at the site.

B. Airfield Zone Waivers:

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

SITE REQUIREMENTS

01040 - 2 of 17 documents. Storage of the crane shall be 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.

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.

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.

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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.

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 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.

*** MANAGER *** Use statements for SAC, Avionics complex, and other special areas below as applicable. Delete them all, or show as "Omitted" as needed.

D. MFH projects: Submit a courtesy slip for approval. Notify occupant with courtesy slip at least three (3) workdays but no more than five (5) workdays before starting work. Include in the courtesy slip the telephone number and name of the Technical Representative to call for schedule problems.

E. AMC/Joint STARS Area:

1. Submit a letter with the following information through Contracting Officer to 78 SFS/SFOS (62118) 7 days prior to proposed entry by personnel:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title 5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of admission request.

b. Type of vehicle to enter area with license number.

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2. Also request permission to enter any special restricted areas (such as the Mass Parking Apron or Alert Area) one day in advance each time entry is needed. Repeat visits may be arranged if a firm schedule is established.

F. Electronic Warfare Complex (Bldg 229): Arrange for daily escorts with using agency.

G. Avionics Complex: The following apply for Bldgs 640, 645, and others inside the fence:

1. Submit a letter to Contracting Officer (for 78 SFS/SFOS, 62118 and WR- ALC/LYPSO, 62223) at least five (5) working days before admittance with the following information:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title 5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of entry request and default of the contract.

b. Make, model, and license number of vehicles to enter the area.

c. Submit proposed changes to the list of approved people/vehicles by same procedures.

2. Request entrance permission from WR-ALC/LYPR (66095) at least one day in advance each time access is needed. Arrange repeat visits if a firm schedule is established.

3. Vehicles used for the delivery of equipment, supplies, or tools which cannot be carried in by hand will be admitted if they have the company logo prominently displayed and the vehicle is properly registered with the LYP Security Manager.

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.

*** Proj Mgr: AFI 32-1061, Providing Utilities to US Air Force Installations (15 March 2002), has these requirements:

B. Metering.

1. Credit Unions, banks, public schools and other non-Federal organizations at their expense furnish, install, operate and maintain all facilities required to obtain service, including suitable metering and regulating equipment and service connections to the government’s utility system.

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2. For DoD agencies, including MWR activities and Air National Guard Units; Defense Base Operating Fund activities; non-DoD Federal agencies, including post office facilities; occupants of privately owned mobile homes located on Air Force installations; government civilian employee renting quarters owned or controlled by the Air Force; and occupants of military housing projects insured by the government under Title 12 U.S.C., Sections 1701 and 810, 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; Military Family Housing (P713 or P722); Medical Support Facilities; and, DBOF facilities.

3. Meter family house using a master metering system according to DoD Instruction 4165.37.

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

*** Proj Mgr: Based upon the above, edit the paragraph below as needed, and add any applicable notes to the Drawings.

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.

*** MANAGER *** Delete submittals below that reference paragraphs you have removed or shown “omitted” in your copy of the master.

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 1.01.B.1 Airfield Construction Waiver (Inspector provides before start of work) ______ 1.01.B.2 Airfield Crane Request 45 days before work ______

1.01.C.2 Airfield Schedule Before work ______

1.01.C.3 Airfield Storage Request Before work ______

1.01.C.4 Airfield Haul Route Request Before work ______ 1.01.C.6 Return AF Forms 483 Before final payment ______

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1.01.D MFH Courtesy Slip 3 days prior to visit ______ 1.01.E AMC/Joint STARS Information 7 days prior to visit ______ 1.01.G.1 Avionics Complex Information 5 days prior to visit ______

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.

*** Manager *** If the project involves any exterior work on utilities or structures, include the estimated quantity option in the bid schedule for hand digging. ***

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

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01040 - 7 of 17 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.

UHHZXXXXX SITE REQUIREMENTS - 01040

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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 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.

***** 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.

*** MANAGER *** Use statement below for new buildings. Rewrite as needed for architectural compatibility.

3.04 BUILDING NUMBER: (Omitted.) Place building number ______ on the facility at four locations as directed. Use metal plates furnished by the Government and installed as directed. These plates are approximately sixteen inches wide by eight inches high.

*** MANAGER *** Use the following paragraph if you desire photographs, especially if the project has design award potential. Make sure photographs are allowed.

UHHZXXXXX SITE REQUIREMENTS - 01040

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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.

G. For this project, install a chain link fence covered with vinyl fence fabric where shown on the project drawings. ***This paragraph is optional. 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 so as to 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 on the drawings. 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

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(ASTM D-4533) shall be 135 lbs (warp) and 50 lbs (fill). Air 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 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.

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.

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.

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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.

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

***** If the paragraph on checking existing fire alarm devices was used, keep the rest of this spec. If not, then delete from here to the end. *****

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 * (***MANAGER to determine) hours to conduct the test. *

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UHHZXXXXXX SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

Revision date 10 May 2013

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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*** (Designer: Go to the Header field and insert the project number) ***

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.

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)

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(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 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. Material submittals included with DB design packages do not require the use of the AF Form 3000, but they are considered part of the design package.

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

01300 - 3 of 9 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.

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

01300 - 4 of 9 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. For example, an approved motor substitution may require upsized electrical cable and conduit.

7. Certificate of Compliance: The Contractor may, at his option, submit a “Certificate of

Compliance” (COC) in lieu of providing manufacturer’s catalog cuts/data. Only one COC will be required per specification section. Submit three copies of each COC package. The COC must be signed by the contractor and either the supplier or the manufacturer. The COC letter is attached at the end of this specification section. The letter must be completed in full.

C. OTHER SUBMITTALS: Other submittals such as samples, test results, spare parts, etc., shall be provided as required by each specification section. Provide 4 copies of each unless directed otherwise. Upon request contractor shall provide any other submittals as required by the

COR.

D. CONSTRUCTION REPORTS

1. PROJECT TIME SCHEDULE

a. Submit a schedule for the entire contract at the Kickoff (Preperformance or Preconstruction) Meeting, or before that meeting if so directed elsewhere in these specifications.

(1). The schedule for the entire contract may be submitted in Microsoft

Project format if the contractor so chooses. The Government will also accept similar sequence patterns shown in Word or Excel if they are properly developed and displayed.

(2). If there are several projects in one contract, submit a separate schedule for each project at the same time.

b. Include timelines for design (as applicable), mobilization, start site work, separate timelines for each discipline and subcontractor, prefinal and final inspection times, punchlist completion, and demobilization.

c. The contracted total allotted time and the Government's estimate for each part of the schedule are included in the attachment to this specification.

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(1). The attached schedule includes days after award for holding the Pre-performance or Preconstruction Meeting and for one resubmittal of documents provided by the Contractor at the meeting.

(2). No (design or) construction work may begin until the Contracting

Officer has approved the schedule.

(3). Resubmit if and as directed by the Contracting Officer. (Also, see section 01030 if this is a design-build project.)

(4). If the approval process takes longer than the amount of days allotted, that will not result in a time extension for the entire contract.

2. PROJECT PAY SCHEDULE

a. Also submit at the Kickoff (Pre-performance or Pre-construction) Meeting time schedule(s) on AF Form 3064 that show(s) the percentage completion timeline.

This establishes the pay schedule.

(1). Ensure the Form 3064 matches up with the Project Time Schedule described above, even if that requires two or more pages of the Form 3064.

(2). Also ensure the price percentages match up with the approved price proposal at each step on the timeline.

(3). For design-build projects, submit two separate 3064’s for design and construction. Follow the Schedule described above for dates, and use the price proposal to get your percentages. Invoices during construction shall show 100% design that was paid, and the current percent complete on the construction part.

Show that the sum of design and construction subtotals adds up to the grand total for each design-build project.

3. MEETING RECORDS:

a. Whenever the contractor meets with Government representatives to discuss outstanding issues or details, the contractor shall prepare a written meeting record of major decisions made and of action items, noting person responsible and date due for each item. These will stand as accepted by the Government unless contradicted by Government personnel who attended the meeting.

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b. No decisions made constitute a contract change - the Contracting Officer handles these in separate contract modification packages.

c. Meeting records are due by e-mail or fax to all offices represented at the meeting by no later than two workdays after the meeting.

d. The Contracting Officer considers any resolved issues, decisions, or identified action items to the benefit of the Contractor without these written records to have never happened, since they were not documented and accepted by the Government.

e. For additional record purposes, either the Contractor or the Government may elect to audiotape the meeting.

4. PROGRESS REPORTS:

a. Prepare and submit a monthly progress report (AF Form 3065) for each project and the entire contract on a monthly basis.

b. Obtain coordination signature on the monthly progress reports from the

Technical Representative of the Contracting Officer (CENME Inspector) before submitting to the Contracting Officer.

E. LIST OF VALUES: Include for approval with the first monthly progress report a breakout of net costs for each item of work for the project. These are costs that include materials, labor, equipment, overhead and profit, etc. to be prorated against each item. These numbers are for use by the base to improve future estimates.

F. LOG BOOKS:

1. Keep daily logs of the activities of the prime contractor and subcontractor employees. The logs shall include the following:

a. Date

b. Number of people on the job site and skills for each

c. List of construction equipment on the job site

d. Types of work accomplished and how much

e. Materials delivered to the job site

f. Problems and their impacts that arose with the site, the Inspector, facility users, subcontractors, and the weather.

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2. Provide a copy of this daily log (or the original) to the…