Combined Specs.pdf

UHHZ110170 INDEX OF SPECIFICATIONS

INDEX OF SPECIFICATIONS

NUMBER TITLE PAGES

Division 1 - General Requirements

01005 Statement of Work 01005-1 thru 01005-5

01040 Site Requirements 01040-1 thru 01040-13

01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-5

01310 CADD As-Built Drawings 01310-1 thru 01310-3

01501 Temporary Services for Contractor 01501-1 thru 01501-5

01503 Contract Administration 01503-1 thru 01503-4

Atch: Estimated Time Schedule No. of pages = 2

01540 Green Procurement 01540-1 thru 01540-13

Atch 3: Recovered Materials Determination Form No. of pages = 2

Atch 7: GPP FAR Clause Selection Sheet No. of pages = 1

01560 Environmental Requirements 01560-1 thru 01560-18

01572 Const. & Demolition Waste Management 01572-1 thru 01572-6

01580 Safety Requirements 01580-1 thru 01580-6

01730 Operations and Maintenance Data 01730-1 thru 01730-7

Division 2 - Site Work

02050 Demolition and Removal 02050-1 thru 02050-15

02934 Grassing - Hydroseeding 02934-1 thru 02934-4

Division 3 - Concrete

Not Used

Division 4 - Masonry

Division 5 - Metals

Division 6 - Wood and Plastic

06120 Oriented Strain Board 06120-1 thru 06120-3

Division 7 - Thermal and Moisture Control

07610 Metal Building Systems 07610-1 thru 07610-20

07900 Joint Sealers 07900-1 thru 07900-4

Division 8 - Doors and Windows

08110 Hollow Metal Doors and Frames 08110-1 thru 08110-5

Ryan.Byrd Text Box

22 JUNE 2011

UHHZ110170 INDEX OF SPECIFICATIONS

INDEX OF SPECIFICATIONS

08330 Overhead Rolling Service Doors 08330-1 thru 08330-5

08710 Door Hardware 08710-1 thru 08710-17

Division 9 - Finishes

09770 Fiber Reinforced Plastic Wall Panels 09770-1 thru 09770-5

09900 Paints and Coatings 09900-1 thru 09900-10

Division 10 - Specialties

Division 11 - Equipment

Division 12 - Furnishings

Division 13 - Special Construction

Division 14 - Conveying Systems

Division 15 - Mechanical

Division 16 - Electrical

TOTAL NUMBER OF PAGES (Including Specification Title & Index) = 180

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

UHHZ110170 STATEMENT OF WORK - 01005

STATEMENT OF WORK

01005 - 1 of 5

PART 1 - GENERAL

1.01 STATEMENT OF WORK: This is a general overview of the project.

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

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

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

2. Schedule - A schedule from award to construction complete in MS Project or Excel format

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

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

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

E. Project Scope, Objectives, and Criteria. Provide all labor, material, plant, equipment, supplies, and coordination required to renovate B987. The building will be NOT occupied during construction. The work includes the following:

PROTECTION OF EXISTING CONDITIONS

Contractor to provide field survey documenting the existing conditions at the project site conditions of

“before” and “after” conditions. Contractor shall protect all existing exterior conditions, as well as existing adjacent conditions. Contractor will be responsible for the cost to repair and/or replace any damaged areas on the exterior due to damage incurred by the repair/renovation project and shall restore the areas to its original condition.

EXISTING ASBESTOS SURVEY

An existing asbestos survey was performed on the facility and no asbestos was found nor is it anticipated in the project. See attached referenced survey “Asbestos Survey Building 987”.

SURVEY OF EXISTING CONDITIONS

Contractor shall have a survey of the project site to locate all utilities in the project location prior to any work commencing at the site. The Contractor shall schedule and meet with the Civil Engineering utility shop personnel at the project site and locate their underground utility lines and buried structures that might be affected by any digging/excavation on the site plans during construction. Contractor must perform a physical survey of the actual site to verify site conditions.

UHHZ 110170 STATEMENT OF WORK – 01005

01005 - 2 of 5

DEMOLITION

1. Contractor shall remove portions of existing electrical systems as indicated on the project drawings.

2. Contractor shall remove portions of existing HVAC systems as indicated on the project drawings.

3. Contractor shall remove existing interior wall partitions, doors, door frames and ceilings as indicated on the project drawings.

4. Contractor shall remove existing windows and/or doors as indicated on the project drawings.

5. Contractor shall remove existing exterior siding, downspouts, gutters, plywood in openings, gas lines, concrete pads, fascia and soffit, as indicated on the project drawings.

6. Contractor shall remove existing damaged wood stud framing at west wall in its entirety. Contractor shall make provisions to ensure building stability prior to removal of wall. See “New Work” for replacement of west wall.

7. In line item 0002, Contractor shall remove unforeseen existing damaged wood stud framing as required and calculated by the linear foot, not to exceed a total estimated quantity of 55 linear feet.

Contractor shall make provisions to ensure building stability prior to removal of wall. See “New

Work” for replacement of unforeseen damaged wood stud framing.

NEW WORK (BASE BID)

1. The Contractor shall provide shop drawings for Government review and approval for all recycle door assembly, doors, siding, roofing and electrical and other site information prior to installation.

2. Contractor shall be responsible for providing storage space/trailers for tools, equipment, materials;

site location for storage trailers must be approved by the Contracting official or a Contracting

Representative.

3. Repair/Renovate an existing facility with approximately 2,700 square foot interior shell. Facility shall be open bay type with no individual interior rooms.

4. Provide erosion control measures as required.

5. The Civil site development will include minor site clearing, demolition of existing site features, grading for building site and drainage, drainage system, and landscaping. After removal of all debris from the site, all disturbed areas shall be backfilled with top soil to match adjacent areas to aid in drainage and grassed. Finish grades to be such that there is no ponding or puddling during periods of rain. Contractor will establish grasses on all areas of disturbed soils by hydro-seeding.

6. Contractor shall be responsible for providing construction dumpsters (or roll off containers);

contractor shall not use Robins Air Force Base construction or office containers/dumpsters.

Contractor shall ensure that dumpsters are located to cause no damage to the existing pavement.

Contractor shall repair and/or replace any damaged pavement due to construction dumpers.

7. Contractor shall be responsible for removing all material and debris from Robins Air Force Base to an approved site only; Contractor shall provide a dump ticket upon the request of contracting officer or contracting office representative.

8. Provide new wood stud framing at 16” o. c. where damaged wood stud framing was removed at west wall.

9. In line item 0002, provide new wood stud framing at 16” o. c. in areas where unforeseen damaged wood stud framing is removed and calculated by the linear foot, not to exceed a total estimated quantity of 55 linear feet.

10. Repair 200sf of existing asphalt shingles, if Option 1 is not awarded.

11. Apply protective coating (Color to be Robins 62) to existing HVAC roof exhaust fans, to remain.

Remove rust from (3) existing roof exhaust fans, prime and paint, reseal at roof penetration. If

Option 1 is awarded, remove (3) existing exhaust fans, and replace with new.

01005 - 3 of 5

12. Install new fascia and soffit with metal gutters (Color to be Robins 62) along eaves with internal roof drains tied to exterior corner downspouts at two locations along north side of facility, to prevent runoff along recycling area. Drain piping slope shall be minimum 1/8” per foot.

13. Provide new metal panel siding (vertically installed) per Base Facility Standard – Part 4, Architectural General and Compatibility Standard. Installation shall ensure a weather-tight building.

Color to be Robins 42.

14. Provide new 8’wide x 10’ high automatic roll-up door with exterior wall mounted electric key pad operator and two remote controls, with interior safety edge sensors. Color for door and frame to be

Robins 62.

15. Provide (1) new 3’-0” x 7’-0” door and (1) double doors 6’-0” x 7’-0” hollow metal doors and frames as indicated in the project drawings. Provide all door hardware in coordination with CE

Lock Shop. Color for doors and frames to be Robins 62.

16. Provide (16) new recycle sliding door opening assemblies and (1) slotted opening as detailed on the project drawings and specifications. Color to be Robins 62.

17. Provide new electrical panel and system, to include GFCI outlets, switches, and lighting, throughout the building and exterior light sensitive lighting as indicated on the project drawings.

18. Contractor shall provide fire alarm system panel, smoke detectors, horn strobes, pull stations as indicated on the project drawings and specifications.

19. Contractor shall submit weekly progress reports, to include quality control reports.

20. Please refer to the 100% design specifications and detailed drawings. The contractor shall not complete work outside of the scope listed above.

NEW WORK (OPTION 1)

Contractor shall price each Option 1 line item separately:

1. Existing exhaust fans to remain. Provide new standing seam metal roofing, flashing, and fasteners on pressure treated wood shims over existing asphalt shingle roofing as specified by the manufacturer.

2. Install 10’ x 10’ concrete pad centered on rear double doors on south side of facility.

3. Install new 1 ½” water line and insulated hose bib along south wall. Tie into existing water line at southeast corner and mount hose bib on exterior of facility.

4. Provide dedicated outlet for Bailer.

F. General Congestion:

1. Work area is restricted to the area shown. It is not congested however traffic flow for recycle customers must be maintained. Do not block gate entry and exit areas.

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 21 days before ready to start.

H. Qualifications: The Contractor performing the work shall be qualified and experienced in general construction. The Contractor shall have a Supervisor and/or Foreman qualified and experienced in the procedures required for the building renovation. The Supervisor and/or Foreman will be on site at all times to oversee and supervise all phases of work.

01005 - 4 of 5

1.02 CONTINUED OCCUPANCY:

A. Access: The contractor will be given full 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 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.

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

1.03 B Alternate Work Hours 5 days prior _______

PART 2 - PRODUCTS - OMITTED

01005 - 5 of 5

PART 3 - EXECUTION

3.01 COMMENCEMENT OF WORK

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

Officer has approved all related submittals.

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

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

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

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

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

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

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 >>>>>

UHHZ110170 SITE REQUIREMENTS - 01040

SITE REQUIREMENTS

01040 - 1 of 13

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 (must be started at least 75 days before the contractor begins work):

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.

UHHZ110170 SITE REQUIREMENTS - 01040

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

8. Contractor employees requiring vehicle access to the controlled area of the Flightline shall display their company's name on both the right and left sides of the vehicle.

Lettering shall be at least one and one half inches high and may be either permanently or magnetically affixed to the vehicle. The Government will deny entry to contractor vehicles not displaying the company name.

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

Ensure that all subcontractors comply with all Flightline requirements.

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

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

UHHZ110170 SITE REQUIREMENTS - 01040

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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 226, 227, 229, and 230): Arrange for daily escorts with using agency.

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

1. Submit a letter to Contracting Officer (for 78 SFS/CCS, 21970 and WR-ALC/LYPSO, 62223) at least five (5) working days before admittance with the following information:

UHHZ110170 SITE REQUIREMENTS - 01040

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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: 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 1.01.B.1 Airfield Construction Waiver (Inspector provides

Checklist before start of work) ______ 1.01.B.2 Airfield Crane Request 45 days before work ______

UHHZ110170 SITE REQUIREMENTS - 01040

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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 ______

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

UHHZ110170 SITE REQUIREMENTS - 01040

01040 - 6 of 13 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. Recoordination of the Digging/Excavation Permit with all organizations and the technical representative shall be required for any additional time required after expiration of the original time period. No digging/excavation shall be done after l600 hours on weekdays or anytime on weekends unless prior approval is obtained.

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

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

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

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

1. Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) 2000. Closures of streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 21 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

UHHZ110170 SITE REQUIREMENTS - 01040

01040 - 7 of 13 require the Contractor to work overtime and purchase material for repair before the end of the workday at no additional cost to the Government.

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

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

C. Repair Fire Resistant Assemblies that have been violated before the end of the day. In the event the work is incomplete, provide fire-rated gypsum board to cover holes 2-inch and greater in any dimension.

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

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

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

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

G. Fire Alarm: This contract involves work requiring existing fire alarm equipment either to remain or to be removed and reinstalled. The Contractor shall comply with the requirements of the inspection forms in the Appendix at the end of this section. One form is to notify the appropriate personnel that work is being accomplished on fire alarm systems. The other two 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 ______ 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.

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3.05 SITE PHOTOGRAPHS:

A. General

: Take "before" and "after" color photographs of the work site on a digital camera with a resolution for each picture of at least 60 KB compressed image. Provide for approval on a CD-RW/DVD disk at least 24 views chosen by the Technical Representative of the Contracting Officer (TRCO) before construction. Provide additional views as directed to show the full extent of the work. Provide for approval an identical set of "after" views.

B. Underground Utilities

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

3.06 SITE MAINTENANCE, CLEAN UP, AND RESTORATION

A. Maintain the work site in a neat, orderly, and safe manner. To maintain Base Standards, cut grass regularly at site.

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.

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3. Details: The fence shall be a minimum of five 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.

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.

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.

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

Appendix follows:

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

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

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

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Form 1

FIRE ALARM REQUEST FORM

TO: 78 CES/CL

No work is allowed on fire alarm systems until this form is coordinated through the 78th Civil Engineering Group's Industrial Electrical Shop at Bldg. 1556. PH: 926-7862, and approved by the 78 CES commander.

The Industrial Electric Shop will notify the Fire Dept. of alarm shutdown/inspection request. Requesters of all other action types should notify the Fire Dept. at 926-3487 before starting work and once completed.

Requester Information

Organization/Company Phone:

Name: Signature:

Type Service Required:

1. Shutdown____ 2. Inspection______ 3. Other_______

Shutdown Service Information:

Turn off Reason Turn on Time: Time:

Date: Date:

Inspection Service Information:

Time: System Type:

Date: Contractor:

Bldg: Contract Monitor:

Other Service Information:

Time: Service (I.e., disable zone, bells, or transmitter) Date:

Bldg: Reason for Service:

78 CEG/CEF APPROVAL: Date:

78 CES/CEOFA APPROVAL: Date:

78 CES/CEOUU APPROVAL:______________________ Date:_____________ 78 CES/CL APPROVAL: Date:

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Form 2

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 (CEPS)

B. List all persons attending test:

* Fire Alarm Shop CEOIE

* Contractor Superintendent____________________________ Construction Management (CEPS) ** Sub-Contractor Foreman

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

C. Inspection (CEPS 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:

CEOIE CEPS Contractor Sub-Contractor Others:

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Form 3

FIRE ALARM SYSTEM INSPECTION

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

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

(Contractor to

DONE

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 (CEPS)

B. List all persons attending test:

* Fire Alarm Shop CEOIE

* Contractor Superintendent____________________________ Construction Management (CEPS) ** Sub-Contractor Foreman

* Fire Department (CEF)

* 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 CEPS 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:

CEOIE CEPS 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 CEPS Inspector. We estimate between 2 and 4 people will be required and the test will take

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SUBMITTALS & CONTRACTOR FURNISHED ITEMS

01300 - Page 1 of 5

PART 1 - GENERAL

1.01 GENERAL:

A. Basic: Provide items requiring drawings, including additional sill flashing as described in the Statement of Work , diagrams, certifications, manufacturers’ literature, data brochures, technical data, sample requests, forms, and other data as noted under the submittals section of each specification section.

B. Preconstruction Submittals:

1. In accordance with this Section, the following documents are required and must be approved before NTP is issued:

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Construction Progress Schedule Network Analysis Schedule (NAS) Submittal register Schedule of prices Health and safety plan Work plan Quality control (QC) plan Environmental protection plan Storm Water Pollution Prevention Plan Storm Water Notice of Intent Existing Conditions Storm Water Pollution Prevention Plan Storm Water Notice of Intent Existing Conditions

C. Contractor Responsibility:

1. Review comments or corrections made on the Submittals do not relieve the contractor from compliance with the requirements of the 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 Contracting Officer’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.

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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.

B. Material Submittals:

1. Complete Submissions: All items requiring submittals for each section shall be provided at one time.

Partial submittals will be returned without approval. No time extensions will be granted for failure to comply. In some instances the specifications may require certain items from one or more specifications sections to be submitted at one time. For example, condensing units and air handler submittals may be required to be provided together.

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

3. Time: The Contractor shall have approved submittals for any equipment under this contract before ordering. 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. Drawings Provided to the Contractor: After contract award, the government will provide the contractor with three basic Drawing Files: a Robins AFB border drawing file, a base map drawing file, and a Project Title drawing file. All project design files required for this contract shall be accomplished

01300 - Page 3 of 5 using these drawings. The Title sheet shall be assembled by attaching the border drawing and the base map to the Project Title drawing as reference (or x-ref) files. Subsequent drawing files shall be assembled by attaching the border file as a reference (or x-ref) file to a blank drawing file generated by the contractor.