UHHZ_060184_-_Project_Specifications.pdf

Endorsements

SPECIFICATIONS

UHHZ 060184, DEMOLISH BUILDING 181 EXCEPT CELLS 9 -12

NUMBER TITLE PAGES

Division 1 - General Requirements 01005 Statement of Work 01005-1 thru 01005-3 01040 Site Requirements 01040-1 thru 01040-15 01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-9 01310 CADD As-Built Drawings 01310-1 thru 01310-5

013529.13 Health, Safety, and Emergency Response Procedures for 013529.13-1 thru

Contaminated Sites 013529.13-20

013540.0020 Environmental Management 013540.0020-1 thru

013540.0020-8 01501 Temporary Services for Contractor 01501-1 thru 01501-5 01502 Temporary Services for Continued Occupancy 01502-1 thru 01502-2 01540 Green Procurement 01540-1 thru 01540-12

01560 Environmental Requirements 01560-1 thru 01560-25 NPDES General Permit No. GAR100001 No. of pages = 33 Erosion & Sedimentation Training Fact Sheet No. of pages = 4 Erosion & Sediment Control Plan Template No. of pages = 75 Erosion & Sediment Control Checklist No. of pages = 1 NPDES NOI Primary Permittee Application No. of pages = 6 NPDES NOT Application No. of pages = 6

01568 Asbestos Abatement 01568-1 thru 01568-37 01572 Construction and Demolition Waste Manager 01572-1 thru 01572-6 01580 Safety Requirements 01580-1 thru 01580-6 016235 Recycled / Recovered Materials 016235-1 thru 016235-2 01650 Phasing 01650-1 thru 01650-2 01730 Operations and Maintenance Data 01730-1 thru 01730-7 017419 Construction and Demolition Waste Management 017419-1 thru 017419-6

Division 02 – Existing Conditions

02065 Lead-Based Paint in-place Management and Abatement 02065-1 thru 02065-16 For RAFB

024100 Deconstruction 024100-1 thru 024100-10 026113 Excavation and Handling of Contaminated Material 026113-1 thru 026113-9 026500 Underground Storage Tank Removal 026500-1 thru 026500-16 028416 Handling Of Lighting Ballasts And Lamps Containing Pcbs

And Mercury 028416-1 thru 028416-8

0 - Specification Index.doc >>

Division 07 - Metals

076000 Flashing and Sheet Metal 076000-1 thru 076000-6

Division 09 - Painting

099000 Paints and Coatings 099000-1 thru 099000-15

Division 13 – Special Construction

134535 Special Inspection for Seismic-Resisting Systems 134535-1 thru 134535-3 134800 Seismic Protection for Miscellaneous Equipment 134800-1 thru 134800-7

Division 16 – Electrical (Fire Alarm)

16721 Fire Alarm System (Addressable) 16721-1 thru 16721-27

Division 22 – Plumbing

220000 Plumbing, General Purpose 220000-1 thru 220000-33

Division 23 - Heating, Ventilating, and Air Conditioning

230300.0020 Basic Mechanical Materials And Methods 230300.0020-1 thru

230300.0020-5

230500.0040 Common Work Results for HVAC 230500.0040-1 thru

230500.0040-20

230548.0040 Vibration and Seismic Controls for HVAC Piping and 230548.0040-1 thru

Equipment 230548.0040-5 230700 Thermal Insulation for Mechanical Systems 230700-1 thru 230700-35

Division 26 – Electrical

260548.0010 Seismic Protection for Electrical Equipment 260548.0010-1 thru 26548.0010-4

262000 Interior Distribution System 262000-1 thru 262000-20

265100.0040 Interior Lighting 265100.0040-1 thru

265100.0040-9

Division 31 - Earthwork

312300.0020 Excavation and Fill 312300.0020-1 thru

312300.0020-15

Division 32 – Exterior Improvements

329219 Seeding 329219-1 thru 329219-10

Division 33 – Utilities

336001 Valves, Piping, and Equipment in Valve Manholes 336001-1 thru 336001-11 336313 Exterior Underground Steam Distribution System 336313-1 thru 336313-19

TOTAL NUMBER OF PAGES (Including Index) = 599

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

APPENDIX A: ASBESTOS REPORT

APPENDIX B: LEAD PAINT REPORT

APPENDIX C: ENVIRONMENTAL ATTACHMENTS:

Final EA for AMFS, Jan 2006 – text, figures, appendices

Robins Air Force Base Building 181 Deconstruction Soils and Concrete Assessment, prepared by Davis & Floyd, Inc., March 2012.

Final Memorandum, New Plating Shop Assessment Recommendations; Environmental Management Directorate, Robins Air Force Base, Georgia; May 11, 2005.

Volume I, Draft Phase II RCRA Facility Investigation Report for 24 SWMUs in the Greater Base Industrial Area; Environmental Management Directorate, Robins Air Force Base, Georgia; April 2000.

Volume II, Draft Phase II RCRA Facility Investigation Report for 24 SWMUs in the Greater Base Industrial Area; Environmental Management Directorate, Robins Air Force Base, Georgia; April 2000.

Volume III, Draft Phase II RCRA Facility Investigation Report for 24 SWMUs in the Greater Base Industrial Area; Environmental Management Directorate, Robins Air Force Base, Georgia; April 2000.

Draft Final Report, Corrective Action Plan for SWMU 37, SWMU 38 & SWMU 39; Environmental Management Directorate, Robins Air Force Base, Georgia; July 2001.

STATEMENT OF WORK 01005

UHHZ 060184, DEMOLISH BUILDING 181, EXCEPT CELLS 9 - 12

PART 1 - GENERAL

1.01 STATEMENT OF WORK:

A. Location: Accomplish Work at Robins AFB, GA.

B. Price. The bid price for this project shall be all inclusive to complete the work as shown and specified in the documents.

C. Project Scope, Objectives and Criteria: Provide all labor, materials, plant, equipment, supplies and coordination to complete the work shown.

The work includes:

1. Prepare and provide all plans, calculations, reports, documents, certifications, fees, sampling and inspections as required by Georgia NPDES General Permit for Discharge of Construction Storm water, Permit No. GAR100001, as the primary permittee (site Operator).

2. Prepare and provide all plans, calculations, reports, documents, certifications, fees and inspections as required by Houston County and the Georgia Storm water Management Manual for Post-Construction Storm water Management.

3. Security and fencing of the work site.

4. The Contractor’s Work and Demolition Plan, including the procedure, shall be approved and stamped by a registered structural engineer. This will be submitted for CO approval prior to beginning demolition.

5. Asbestos abatement of materials.

6. Lead paint abatement as stated on documents.

7. Removal of hazardous waste and universal waste.

8. Rerouting of some utilities and protection of others on site.

9. Selective demolition and disposal of Building No. 181, Cells 1 - 8. Demolition includes loading and hauling of debris generated by the work. Demolition includes base slabs, footers, pits and underground utilities.

10. All soil that is removed below a depth of 6'-0" shall be sampled and tested for soil contamination and disposal, maximum of 1 sample per cell, 8 total. Samples were analyzed for TCL VOCs (USEPA SW-846 Method 8260B and TCLP Metals (USEPA SW-846 Methods 1311, 6010C, and 7471B) for characterizing and disposal of contaminated soil. It should be coordinated with Hazardous Waste Program Manager, John Gullock, 78 CEG/CEIER at (478) 327-4214 at through the Contracting Officer's Technical Representative.

11. Removal and disposal of dirt that has been noted as contaminated by use of this facility.

12. Provide new fill soil from soil outside sources at the areas of removals of slabs andfoundations. Compact and grade per contract. Grass entire site.

13. Safety and security during the entire contract period.

14. Supervisors and leaders are required for all crews working on this project.

D. Project Requirements:

01005 - 1 of 3 01005 - Statement of Work >> 03-Oct-05

1. The Contractor shall have Hazardous Waste Operations and Emergency Response

(HAZWOPER) certification for removal of hazardous waste and universal waste.

2. The Contractor shall be in compliance with Georgia Soil and Water Conservation

Commission requirements for Level II Certification for preparation of permit documents and inspections.

3. The Contractor shall be in compliance with Georgia Soil and Water Conservation Commission requirements for a person with Level 1A certification to be on-site DURING all periods of land disturbing activity.

4. Employ experienced supervisors and superintendents during this work. Provide coordination with the users of areas around project work site.

5. Complete all work in accordance with scope of work, contract drawings and specifications.

6. Project is designed indicating existing conditions and minimum project requirements.

7. Provide all labor and materials for a completed project as intended.

E. General Congestion.

1. Work area is restricted to areas shown on the drawings.

1.02 OCCUPANCY:

A. The building shall be vacated prior to turning over to the Contractor with exception of Cells 11 and 12.

1.03 HOURS OF WORK:

A. Standard work hours for this project are the base normal work hours of 7:00 AM to 4:30 PM, local 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 another set of standard hours, such as four 10-hour days, submit written request five (5) workdays before the date desired to work the different standard.

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

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

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

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1.04 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items. The contractor may submit manufacturer’s data in lieu of the required certificate of compliance if he desires. The government requires manufacturer’s data if an “X” appears under the “Mfg. Data Required” column.

B. Material Submittals: Omitted.

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

Inspector Para # Description Date Required Check Mark

1.01 E Evacuation Notice 21 days prior _______

1.03 B Alternate Work Hours 5 days prior _______

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 COMMENCEMENT OF WORK

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

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

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

A. Avoid conflicts between new mechanical, electrical, architectural, and civil systems. Also, avoid conflicts between new work and existing structural or physical aspects or features of the facility.

Request guidance from the Technical Representative of the Contracting Officer, and then perform such work at no additional cost to the Government.

B. Locations shown are approximate and may be moved if approved by the Technical Representative of the Contracting Officer. Show such variations on as-built drawings and do them at no additional cost to the Government.

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

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

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

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

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UHHZ060184 SITE REQUIREMENTS - 01040

REVISION DATE 31 JULY 2014

UHHZ060184, DEMO B181, EXEPT CELLS 9 - 12

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.

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.

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 Flight line. Note that Section 01580, Safety Requirements, contains additional guidance on eliminating Foreign Object Damage (FOD) to the aircraft on the Flight line.

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.

SITE REQUIREMENTS

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UHHZ060184 SITE REQUIREMENTS - 01040

4. Haul Route Request: Request in advance and obtain approval from Airfield Operations Management for all haul routes or other travel requirements on the Flight line.

5. Prior to driving on the Flight line, the contractor shall ensure that all personnel required to operate vehicles on the Flight line 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 Flight line driving. This certification must be in the possession of the vehicle operator when driving on the Flight line.

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 Flight line 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 Flight line 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 Flight line 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 Flight line. Vehicle operators shall adhere to Flight line driving procedures contained in RAFB Instruction 13-206, Control and Operation of Vehicle on Robins AFB Flight line and Industrial Area.

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

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

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UHHZ060184 SITE REQUIREMENTS - 01040

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. Omitted.

E. AMC/Joint STARS Area: Omitted.

F. Electronic Warfare Complex (Bldg 229): Omitted.

G. Avionics Complex: Omitted.

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: Omitted

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 ______

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UHHZ060184 SITE REQUIREMENTS - 01040

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.

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.

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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.

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.

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

E. Existing Equipment and Material to remain or to be relocated is the property of the Government. However, the Contractor is responsible for items to remain.

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

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

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES:

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

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: Place building number 181 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.

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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.

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.

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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.

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 Pre final 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 * hours to conduct the test. *

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UHHZ060184 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

Revision date 10 May 2013

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:

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 Erosion Control and Sedimentation Plan Georgia NPDES General Permit for Discharge of Construction Storm Water

Storm Water Notice of Intent (Existing Conditions – Photographs and Field Verification Sign-off)

D. CONTRACTOR RESPONSIBILITY:

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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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 Pre final ___

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 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

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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.

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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, pre final and final inspection times, punch list 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.

(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.

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(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.

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.

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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…