UHHZ080038A-Building_350_Specifications.pdf

UHHZ INDEX OF SPECIFICATIONS

4 March 2015

REPLACE ROOF ON BUILDING 350

INDEX OF SPECIFICATIONS

NUMBER TITLE PAGES

Division 01 – ROBINS AFB – General Requirements

01005 Statement of Work 01005-1 thru 01005-5 01040 Site Requirements 01040-1 thru 01040-16

01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-9 01310 CADD As-Built Drawings 01310-1 thru 01310-5 01540 Green Procurement 01540-1 thru 01540-14

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

01560 Environmental Requirements 01560-1 thru 01560-25 01572 Construction & Demolition Waste Management 01572-1 thru 01572-5 01580 Safety Requirements 01580-1 thru 01580-6 01600 Product Requirements 01600-1 thru 01600-3 01700 Execution Requirements 01700-1 thru 01700-7 01730 Operations and Maintenance Data 01730-1 thru 01730-6

Divisions 02 – 48 below are UFGS specifications and are unedited. Utilize these specifications in conjunction with the Robins AFB Base Facility Standards for material and installation requirements.

Division 02 – 04 (Not Used)

Division 05 – Metals (Not Used)

Division 06 – Wood, Plastics and Composites (Not Used)

Division 07 - Thermal and Moisture Protection

07 22 00 Roof and Deck Insulation Pages 1 – 22 07 54 19 Polyvinyl Chloride Roofing Pages 1 – 31 07 60 00 Flashing and Sheet Metal Pages 1 – 32 07 92 00 Joint Sealants Pages 1 – 15

Division 08 (Not Used)

Division 09 – Finishes (Not Used)

Division 10 – 25 (Not Used)

Division 26 – Electrical

UHHZ INDEX OF SPECIFICATIONS

REPLACE ROOF ON BUILDING 350

INDEX OF SPECIFICATIONS

26 41 00 Lightning Protection System Pages 1 – 14

Division 27 – 48 (Not Used)

TOTAL NUMBER OF PAGES (Including Index) = 221

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

UHHZ STATEMENT OF WORK - 01005

REPLACE ROOF ON BUILDING 350

STATEMENT OF WORK

01005 - 1 of 5

PART 1 - GENERAL

1.01 STATEMENT OF WORK:

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. The work includes the following:

1. Survey and identify the existing roof for any areas of ponding. New roof system will not be accepted with areas of ponding after new system has been installed.

2. Demolition shall be done in a method that keep the building 100% dry at all times and protects the personnel in the building from any falling debris.

3. Demolish the existing roof system to the structural deck, including all expansion joint flashings, gutters, downspouts, flashings, insulation and gable trims. Ensure at the end of each day the building is in a watertight state.

4. Install all new vapor barrier that is adequate for UV exposure until new PVC system is installed in each roof section. Design Engineer shall determine thickness and manufacturer.

5. Install new pressure treated wood perimeter nailer and 1 ½” ISO insulation in all roof areas. Any areas previously identified as a depression shall be infilled to allow a positive water flow prior to installing the new ISO insulation. Insulation may be either mechanically attached or adhered. Insulation must be kept dry between installation and installing of the new roof. Any area that cannot be addressed for a positive drainage to the new gutters will require the contractor to install a new roof drain and PVC piping to the outside of the building.

6. Install new mechanically attached 60 mil minimum PVC roof. PVC design basis shall be equal to or better than Duro-Last Cool Roofing. Manufacturer shall be capable of providing all pre-fabricated corners, stacks, vents, and curb flashings. All PVC material shall have a minimum of 18 x 14 per square inch scrim pattern with the same millage of PVC on both sides of scrim. Material shall be 100% PVC with no filler allowed. Material shall meet ASTM D 751 with a breaking strength > 390lbf, ASTM 5635 Dynamic Puncture Strength of > 14.7 ft-lbf. Solar Reflectance of 88% minimum, Initial Thermal Emittance: ≥ 87%, Initial Solar Reflective Index (SRI): ≥ 111, 3-Year Aged Solar

REPLACE ROOF ON BUILDING 350

STATEMENT OF WORK

01005 - 2 of 5

Reflectance: ≥ 68%, 3-Year Aged Thermal Emittance: ≥ 84%, 3-Year Aged Solar Reflective Index (SRI): ≥ 82

7. Roof penetrations shall be a minimum of 8” above the drain plane of the roof deck. All roof penetrations shall be flashed in accordance with the manufacturer’s design requirements.

8. Provide and install all new gutters, downspouts, splash blocks, flashings and gable trims that cover the face of the walls to a minimum elevation as the existing trims cover.

9. Install new Lightning Protection System (Franklin type). Lightning protection system shall meet requirements of NFPA-780, UL-96, and UFC 3-575-01. Upon completion of the installation, the contractor shall furnish the grounding test results, inspection from the UL Certified installer and 3rd party inspection report from Underwriters Laboratories, Inc.

10. Design Analysis shall be performed by a Professional Engineer who derives the majority of their income from roof design or a Registered Architect with a Registered Roof Consultant as part of their team. Analysis shall include drawings indicating wind uplift zones, fastening patterns, material installation details, flashing details, gutter size, and all associated calculations. Roof shall be designed around ASCE 7-10, IBC 2012, UFC 3-110-03, UL-96, NFPA 780, UFC3-575-01, and the current Robins Base Facility Standards (http://www.robins.af.mil/units/78thairbasewing/78thcivilengineergroup.asp).

11. Warranty shall be a 20 year single source no-dollar-limit warranty covering weathertightness and finish that covers the roof system up to required design winds speeds. Metal flashings shall also include a finish warranty.

12. All inspections shall require a 10 day written notification to the inspector prior to requested inspection date. Manufacturer’s representative shall visit the project a minimum of 3 times during the project once at the beginning at the beginning of the project, once at 50%, and a final inspection. A written report shall be provided by the manufacturer of each inspection. This project will require a pre-final inspection and a final inspection with the government also.

E. Performance Period: Notice to Proceed will be issued 10 days from award. The contractor shall have all submittals (except As-built drawings and O&M Manuals) submitted and approved within 50 days of NTP, Contractor shall begin work within 71 days of NTP and be completed with project within 321 days of NTP, and closed out within 342 of the NTP.

F. General Congestion:

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

REPLACE ROOF ON BUILDING 350

STATEMENT OF WORK

01005 - 3 of 5

2. Some factors that may restrict work include cars entering and leaving parking areas near the construction site.

G. Evacuation: Before fencing off the construction area, notify the Contracting Officer in writing 30 days before ready to start so that Contracting Officer’s Representative and Project Manager can notify appropriate personnel.

H. Evacuation: Government personnel will not be evacuating the building.

1.02 CONTINUED OCCUPANCY:

A. Access: Building 350 shall remain in full operation during the time of the project. The contractor will be given partial access to the project area.

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.

1.03 HOURS OF WORK:

A. Standard Work Hours

1. Normal work hours of 7:00 AM to 5:00 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

REPLACE ROOF ON BUILDING 350

STATEMENT OF WORK

01005 - 4 of 5 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:

1. See AF 66

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

PART 2 - PRODUCTS - N/A

PART 3 – EXECUTION

1. A full time project manager will be onsite at all times during this project. A Foreman who is certified by the manufacturer shall be onsite and on the roof at all times during the roof replacement process.

3.01 COMMENCEMENT OF WORK

A. Construction Prohibition: Do not order any materials or start any construction until the Contracting Officer has approved all related submittals.

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

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

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

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

REPLACE ROOF ON BUILDING 350

STATEMENT OF WORK

01005 - 5 of 5

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.

Final closeout submittal shall include 4 CD’s that include PDF as-builts, Auto-Cad as-builts, all inspection reports a d copy of warranties.

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

UHHZ SITE REQUIREMENTS - 01040

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 1 of 16

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, 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/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:

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.

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 2 of 16

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.

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

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 3 of 16 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 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.

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.

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:

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 4 of 16

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.

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.

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.

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 5 of 16

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.

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 1.01.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 ______ 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 ______

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 6 of 16

3.05 Before - Site Photos Before Construction ______

3.05 After - Site Photos Before Final Inspection ______

3.08 Storage and Trailer Request 14 days after NTP ______

Form 1 Fire Alarm Request 7 days before work ______ Form 2 Fire Alarm Inspection Before Work 3 days before work ______ Form 3 Fire Alarm Inspection After Work Before pre-final ______

1.04 SAFEGUARDING COMMUNICATION FACILITIES: For work that will interfere with Local Area Network (LAN) cable, aerial cable, house cable, underground cable, or other communication facilities, notify the Contracting Officer in writing 21 days before the scheduled construction. Do no work until receiving written approval.

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

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

A. Digging/Excavation Permit (Obtained on Base): Digging permits are obtained at 0800 Monday mornings, only, in Building 1555. The Contractor, along with the technical representative, shall meet with Civil Engineering utility personnel at this time to make all necessary arrangements for the excavation permit before any digging. The Contractor will be given instructions on how to prepare and properly complete Digging/Excavation Permit. This includes coordination before beginning any work involving digging/excavation and location of buried structures and utility lines. Before getting signatures, provide a drawing indicating the full extent of digging/excavation (width/depth/length of trench or hole).

Civil Engineering utility personnel will meet with the Contractor at the site and locate their underground utility lines and buried structures that might be affected by any digging/excavation. Do not do any digging until all parties have approved the permit (three day maximum). The digging/excavation permit shall be effective only for the time period indicated by the final signature authority.

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

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 7 of 16

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.

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.

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 8 of 16

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

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES:

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

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

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

D. For buried non-metallic lines and structures also provide a tracer wire placed just above them, so conventional locating equipment may be used to locate the lines or structures. These items may be made of plastic, fiberglass, or similar non-metallic material. Design basis of the tracer wire is BMS Heavy Tracer Wire by Utilitronics, PO Box 480, Stoughton, MA 02072 - phone 1-800-245-8850. Use no less than #12 AWG copper solid wire, 5/64” HMWPE insulation, with white color.

3.04 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.

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:

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 9 of 16

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

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 (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.

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 10 of 16

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.

ROOF WARRANTY SIGN EXAMPLE

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 11 of 16

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 >>>>>

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.

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 12 of 16

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:

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 13 of 16

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.

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 14 of 16

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

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 15 of 16

REPLACE ROOF ON BUILDING 350

SITE REQUIREMENTS

01040 - 16 of 16

UHHZ SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

REPLACE ROOF ON BUILDING 350

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01300 - 1 of 9

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

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

UHH SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

REPLACE ROOF ON BUILDING 350

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01300 - 2 of 9

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 extensions will be granted for failure to comply. In some instances the specifications may require certain

REPLACE ROOF ON BUILDING 350

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01300 - 3 of 9 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 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.

REPLACE ROOF ON BUILDING 350

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01300 - 4 of 9

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…